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2024-04-16 City Council Meeting Packet
Agenda City Council Meeting City of Edina, Minnesota City Hall Council Chambers Tuesday, April 16, 2024 7:00 PM Watch the meeting on cable TV or at EdinaMN.gov/LiveMeetings or Facebook.com/EdinaMN. Participate in Community Comment Call 312-535-8110 Enter access code 2634 014 3047 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, Apr. 2, 2024 B.Approve Payment of Claims C.Request for Purchase: Parks & Recreation Annual Software Renewal D.Approve Embedded Social Worker Joint Powers Agreement E.Request for Purchase: 2024 Asphalt and Concrete Recycling F.Request for Purchase: 2024 Commodities G.Request for Purchase: ENG 24-2 Concord B & C Reconstruction Materials Testing H.Request for Purchase: Three-Year Home Energy Squad Contract I.Approve Clean Water Strategy Vision (Values and Goals) J.Tra;c Safety Report of February 27, 2024 K.Approve Joint Powers Agreement for Construction of Metro E- Line Bus Rapid Transit L.Approve Encroachment Agreement with 5020 Blake Road M.Receive Petition for White Oaks Sidewalk and Road Construction VII.Special Recognitions And Presentations A.Recognize the Edina High School Boys Swimming and Diving Team B.2023 Edina Crime Prevention Fund FireBghter of the Year C.Proclamation: Small Business Week D.Proclamation: Earth Day April 22, 2024 E.Proclamation: Arbor Day April 26, 2024 F.Proclamation: Days of Remembrance May 6, 2024 G.Proclamation: Building Safety Month May 2024 VIII.Public Hearings During "Public Hearings," the Mayor will ask for public testimony after staD and/or applicants make their presentations. The following guidelines are in place to ensure an e;cient, 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.CONTINUE THE PUBLIC HEARING TO MAY 7, 2024: Resolution No. 2024-24: Preliminary Rezoning & Site Plan, Variances and Subdivision for 6600-6800 France Avenue IX.Reports/Recommendations: (Favorable vote of majority of Council Members present to approve except where noted) A.Resolution No. 2024-29: Accepting Donations B.Consider Conservation Easement and Purchase of Vacant Land at 5235 Highwood Drive C.Petition Response: Approve Sidewalk Layout for Concord Ave in the Concord B & C Street Reconstruction Project D.Ordinance No. 2024-02: Accessory Dwelling Units X.Commission Correspondence (Minutes and Advisory Communication) A.Minutes: Transportation Commission, Feb. 15, 2024 B.Minutes: Human Rights & Relations Commission, Feb. 27, 2024 C.Minutes: Parks & Recreation Commission Mar. 12, 2024 D.Advisory Communication: Concord B/C Roadway Reconstruction Project Pedestrian and Bicycle Facilities XI.Manager's Comments A.Prep Memo April 16, 2024 B.Quarterly Financial Report 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 ampliBcation, an interpreter, large-print documents or something else, please call 952-927-8861 72 hours in advance of the meeting. Date: April 16, 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: April 16, 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, Apr. 2, 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 City Council Work Session, Apr. 2, 2024 Minutes: Draft City Council Regular, Apr. 2, 2024 Page 1 MINUTES OF THE EDINA CITY COUNCIL WORK SESSION COM ROOM, CITY HALL TUESDAY, APRIL 2, 2024 5:30 P.M. CALL TO ORDER Mayor Hovland called the meeting to order at 5:31 p.m. and explained that Councilmember Risser would be participating in the meeting by videoconference because she was advised by her healthcare professional against being in a public place for medical reasons. ROLL CALL Answering rollcall were Members Agnew, Jackson, Pierce, Risser (by videoconference), and Mayor Hovland. Staff in attendance: Ari Lenz, Assistant City Manager; Cary Teague, Community Development Director; Chad Milner, Director of Engineering; Bill Neuendorf, Economic Development Manager; Gillian Straub, City Management Fellow; and Sharon Allison, City Clerk. Others in attendance: Michael Schroeder and Mike Fischer GREATER SOUTHDALE DISTRICT DESIGN EXPERIENCE GUIDELINES Community Development Director Teague reviewed the history of the Greater Southdale Area District Planning over the last 20 years, including: Land use and transportation study 2008 Comprehensive Plan Phase 1- creation of work group and Guiding Principles in 2015 Phase 2 – creation of a graphic vision of the Guiding Principles Phase 3 – Comprehensive Plan updates and adoption of design experience guidelines Projects that were approved, but never built Projects that were approved and were built using the Guiding Principles. Community Development Director Teague asked for feedback from the Council on whether the Design Experience Guidelines should be revisited and explained that the Planning Commission was interested in updating the existing Design Experience Guidelines. He introduced Michael Schroeder and Mike Fischer who have been involved with the Guidelines over the last 20 years. The Council asked questions of staff, Mr. Schroeder, and Mr. Fischer, and discussed: consequences to the surrounding properties in conjunction with looking at how people will move through a property; other projects outside of the area that have been influenced by the Guidelines; use of sidewalks; horizontal mixed use projects versus vertical mixed use projects; visibility of ground floor units with things such as medical buildings; the uncertainty that comes with the use of ‘guidelines’; the potential use of TIF; differing opinions between the Planning Commission and the City Council and who the developers should listen to; the possible need for a different balance in the Guidelines related to, for example, walkability or connectivity; areas of ethnic diversity and ways to involve those individuals in the conversation about the Guidelines; importance of having public partnership; parking; importance of having a dialogue with developers; Southdale Mall in relation to the Guidelines; process for Guidelines; limitations and advantages of using ‘the grid’; concerns about the tree canopy; possible questionnaire usage to gather input; and ways to prevent developers from spending too much money on proposals before discussing projects with the City. Community Development Director Teague thanked the Council for their input and noted that they would move forward in directing the Planning Commission revisiting the Guidelines. Minutes/Edina City Council Work Session/April 2, 2024 Page 2 The Council asked that staff come back to the Council with what will be done, the expected outcomes, how it compared with the other priorities of the Planning Commission, so everyone is clear on what they are going after with this process. ADJOURNMENT Mayor Hovland adjourned the meeting at 6:40 p.m. Respectfully submitted, Sharon Allison, City Clerk Minutes approved by Edina City Council, April 16, 2024. James B. Hovland, Mayor Page 1 MINUTES OF THE REGULAR MEETING OF THE EDINA CITY COUNCIL APRIL 2, 2024 7:00 P.M. I. CALL TO ORDER Mayor Hovland called the meeting to order at 7:03 p.m. and explained that Councilmember Risser would be participating in the meeting by videoconference because she was advised by her healthcare professional against being in a public place for medical reasons, then shared the procedure for public hearing and community comment. II. ROLLCALL Answering rollcall were Members Agnew, Jackson, Pierce, and Hovland. Risser joined the meeting at 7:07 p.m. by videoconference. Absent: None. III. PLEDGE OF ALLEGIANCE IV. MEETING AGENDA APPROVED AS AMENDED Member Jackson made a motion, seconded by Member Pierce, to approve the meeting agenda as amended, removing and continuing consideration of Item VIII.A, Public Hearing Resolution No. 2024-24; Preliminary Rezoning and Site Plan, Variances and Subdivision for 6600-6800 France Avenue. Rollcall: Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. V. COMMUNITY COMMENT Andy Brown, 5512 Park Place, shared a recent article regarding Wings Financial Credit Union foreclosing on the Normandale Office Park due to unpaid mortgages for first class office space and concerns with allowing a business premise on France Avenue with TIF funding, and Mr. Carlson on such a prominent piece of office space in foreclosure. He then shared concerns with lighting at Lewis Park and the need to replace these valuable assets. VI.A. CITY MANAGER’S RESPONSE TO COMMUNITY COMMENTS Assistant Manager Lenz responded to Community Comments from current and past meetings. VI. CONSENT AGENDA ADOPTED AS AMENDED Member Jackson made a motion, seconded by Member Agnew, approving the consent agenda as amended removing Items VI.G., Request for Purchase; Professional Services for the Lincoln and Londonderry Small Area Plan, as follows: VI.A. Approve Minutes of the Work Session and Regular Meeting of March 19, 2024 VI.B. Approve Claims for Payment for Check Register Pre-List Dated March 15, 2024, totaling $1,455,941.57 and Check Register Claims Pre-List Dated March 22, 2024, totaling $891,997.63 VI.C. Approve Amendment to Joint Community Police Partnership Agreement VI.D. Approve Foundational Public Health Services Agreement with City of Bloomington VI.E. Approve Response Sustainability Grant Services Agreement with City of Bloomington VI.F. Approve Public Health Opioid Remediation Services Agreement with City of Bloomington VI.G. Request for Purchase; Professional Services for the Lincoln and Londonderry Small Area Plan Minutes/Edina City Council/April 2, 2024 Page 2 VI.H. Receive Petition for concord B&C Street Reconstruction Project VI.I. Request for Purchase; West 50th Street and Grange Road Construction Administration Services, awarding the bid to the recommended low bidder, SEH, $247,400 VI.J. Request for Purchase; FC24-09 City Hall Roof Replacement, awarding the bid to the recommended low bidder, Central Roofing Company, $1,605,685 VI.K. Waive Permit Fees for City Hall Roof Replacement VI.L. Request for Purchase; Braemar Arena East and Backyard Rinks Building Automation System Upgrade awarding the bid to the recommended low bidder, HumeraTech, $31,742 VI.M. Request for Purchase; Braemar Park Improvements Mountain Biking and Hiking Trail Construction (2024), awarding the bid to the recommended low bidder, $272,623 VI.N. Request for Purchase; Braemar Park Courtney Fields Site Improvements, awarding the bid to the recommended low bidder, Upper Midwest Athletic Construction, $395,450 VI.O. Request for Purchase; Institution Community Work Crew Contract, awarding the bid to the recommended low bidder, State of Minnesota, $210,000 VI.P. Request for Purchase; 2024 Computer Replacements, awarding the bid to the recommended low bidder, HP, $110,443 VI.Q. Adopt Resolution No. 2024-28; Appointing Election Judges for the April 30 and May 14, 2024, Hennepin County District 6 Commissioner Elections Rollcall: Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. ITEMS REMOVED FROM THE CONSENT AGENDA VI.G. REQUEST FOR PURCHASE; PROFESSIONAL SERVICES FOR THE LINCOLN AND LONDONDERRY SMALL AREA PLAN – AWARDED The Council asked about the selection process that led to the recommended vendor. Planning Commissioners Felt and Miranda shared reasons for their selection of Mend Collaborative out of three candidates, noting all were high-quality candidates but there was a clear top two. The final selection was made based on how Mend Collaborative responded to questions including how to react to a changing project over time. They spoke about the 70th and Cahill plan and how the top firm had a different perspective and experience the others did not have. Member Agnew made a motion, seconded by Member Jackson, to approve request for purchase; professional services for the Lincoln and Londonderry Small Area Plan, awarding the bid to the recommended low bidder, Mend Collaborative, $124,920. Rollcall: Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. VII. SPECIAL RECOGNITIONS AND PRESENTATIONS VII.A. 2023 EDINA CRIME PREVENTION FUND MIKE SIITARI OFFICER OF THE YEAR – RECOGNIZED Chief of Police Milburn shared the 2023 Edina Crime Prevention Fund Mike Siitari Officer of the Year Award presented to Sergeant Darin Cizek. He shared Sergeant Cizek’s work and service in detail which included being active in procuring arms and a bearcat vehicle for the SWAT team. A round of applause was offered by all in attendance. Minutes/Edina City Council/April 2, 2024 Page 3 Sergeant Cizek commented about recognition of efforts by the entire law enforcement community and shared his sincere gratitude to the Crime Prevention Fund for this recognition. He said it was a team effort to serve and protect this community and thanked his fellow officers for their work. Minutes/Edina City Council/April 2, 2024 Page 4 VII.B. 2023 EDINA CRIME PREVENTION FUND EMPLOYEE OF THE YEAR – RECOGNIZED Chief Milburn shared the 2023 Edina Crime Prevention Fund Employee of the Year Award was being presented to Records Specialist Kimberly Tubbs. He shared Ms. Tubbs background and her work on a new software implementation. A round of applause was offered by all in attendance. Records Specialist Tubbs thanked the Council for recognition of records specialist work and said she was surrounded by the best team in Edina. She thanked everyone for their hard work in the department and was pleased to see recognition being made for the many non-sworn employees. VII.C. NATIONAL PUBLIC SAFETY TELECOMMUNICATORS WEEK – PROCLAIMED Member Jackson made a motion, seconded by Member Pierce, to proclaim April 14-20, 2024, as Public Safety Telecommunicators Week in the City of Edina. Rollcall: Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. Dispatch Supervisor Harris requested recognition of the dedication and professionalism of the 911 Dispatchers during National Public Safety Telecommunicators Week. She said City of Edina was very fortunate to have its own independent 911 Emergency Communications Center delivering exceptional service to the community. She stated the Communications Center received and processed 911 and non- emergency calls for Edina Police and Fire, Richfield Police and Fire, as well as after-hours emergency calls for Public Works and other City resources and in 2023 answered 112,363 incoming phone calls including 44,885 calls to 911. Staff dispatched calls to first responders and maintained a constant watch over them, providing an essential lifeline when things don’t go as planned in the field. She stated Edina’s dispatchers were a critical component of the exceptional public safety services working around the clock, ready to handle whatever comes next. A round of applause was offered by those in attendance. VIII. PUBLIC HEARINGS Affidavits of Notice presented and ordered placed on file. VIII.A. RESOLUTION NO. 2024-24; PRELIMINARY REZONING AND SITE PLAN, VARIANCES AND SUBDIVISION FOR 6600-6800 FRANCE AVENUE – PUBLIC HEARING CONTINUED TO APRIL 7, 2024 VIII.B. ORDINANCE NO. 2024-02; ACCESSORY DWELLING UNITS – CONTINUED TO APRIL 16, 2024 Community Development Coordinator Lewis shared accessory dwelling units (ADUs) have been identified in several of Edina's guiding documents, including the Comprehensive Plan, Climate Action Plan and the Affordable Housing Strategy Task Force Report as a potential tool to further housing and sustainability goals. As such, the Edina Planning Commission's 2022 and 2023 work plans included the directive to review and recommend changes to city ordinances regulating accessory dwelling units. Staff and a sub- committee of the Planning Commission met numerous times in 2022 to research ADUs and how other cities regulate them and the ordinances of more than 20 other communities were reviewed. The information was presented to the full Planning Commission at their November 16, 2022, work session. At their January 11, 2023, meeting, the Planning Commission approved an Advisory Communication recommending that the City Council direct staff and the Planning Commission to draft an ordinance allowing ADUs. The Planning Commission's recommendation was presented to the City Council on February 7, 2023, meeting. At the May 16, 2023, City Council work session, Council provided feedback to staff and the Planning Commission to continue with developing recommended zoning changes for ADUs and to collect community input. Feedback was gathered from the community using an online survey. Two resident focus group sessions were also held to have deeper conversations regarding ADUs in Edina. The Planning Commission held four work sessions in 2023 and 2024 to review the survey results and develop Minutes/Edina City Council/April 2, 2024 Page 5 the framework for the proposed ordinance. Based on the research completed and feedback received, a draft ordinance was prepared for consideration. At the March 13, 2024, Planning Commission meeting, the Planning Commission voted unanimously to recommend approval of the proposed ordinance with the deletion of provision 36-439, 2, g. which states "accessory dwelling units shall be constructed on a frost protected foundation". Staff was comfortable with the deletion from the zoning code as frost protection is addressed in the building code. Planning Commissioner Smith shared about the extensive process and elements the Commission took into consideration in creating this ordinance that included flexibility to adjust to needs of households and eliminate the need for variances. He shared more about proposed location, number and type of ADUs, and how the ordinance only applied to single-family properties and not churches. He reviewed permitting processes, occupancy, ownership, maximum and minimum sizes proposed, design, construction and parking. He also reviewed proposed setbacks and height for ADUs and the principle for residents to adopt their living spaces to suit their unique family circumstances while considering the broader impact to the surrounding neighborhood. The Council asked questions and provided feedback. Mayor Hovland opened the public hearing at 8:41 p.m. Public Testimony Ryan Siemers, 5821 Wooddale, addressed the Council. Greg Johnson 5204 Abercrombie Drive, addressed the Council. Janey Westin, 6136 Brookview Avenue, addressed the Council. Phyllis Nelson, 5208 Abercrombie Drive, addressed the Council. Steve Brown, 5528 Halifax Lane, addressed the Council. Tom Koon, 4410 Grimes Avenue, addressed the Council. Jimmy Bennett, 4501 Brookside, addressed the Council. Member Jackson made a motion, seconded by Member Pierce, to continue the public hearing until April 7 and consideration of Resolution No. 2024-24, Preliminary Rezoning and Site Plan, Variances and Subdivision for 6600-6800 France Avenue, and Ordinance No. 2024- 02, an Ordinance Amendment regarding Accessory Dwelling Units, to April 16, 2024. Rollcall: Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. IX. REPORTS/RECOMMENDATIONS IX.A. PETITION RESPONSE FOR CONCORD B&C STREET RECONSTRUCTION PROJECT - APPROVED AS AMENDED Director of Engineering Millner stated staff and Council have had many discussions about the installation of a pedestrian facility along Concord Avenue between Valley View Road and 64th Street in the 2024 Concord B & C Street Reconstruction Project area. Residents submitted a petition and staff was prepared to discuss the petition The petition requested Council consider directing staff to modify plans to refrain from installation of a shared use path or any facility at all, if a facility was determined necessary for the broader community’s benefit, direct staff to install a 5-ft elevated sidewalk, directly adjacent to the roadway, with no boulevard, maintain the facility, confirm whether one-sided parking is necessary, and if so, consider the east side of Concord Avenue, and direct staff to share design plans with residents, send Minutes/Edina City Council/April 2, 2024 Page 6 letters to those acutely impacted, and halt construction until residents' concerns were resolved. He shared staff was seeking approval of the $7.3 million contract for 2.18 miles of watermain, sanitary, sewer, and storm sewer. Transportation Planner Scipioni shared the City’s goals and values to promote and develop a sidewalk, trail, and bike network, improvement mobility, and create a living streets plan. He outlined the extensive engagement process for the plan that included a twin loops pedestrian and bike master plan to create an all-ages and abilities network for neighborhoods with parking and shared use paths. The Council asked questions and provided feedback. Member Pierce made a motion, seconded by Member Risser, to award contract as amended to remove the 8-foot shared use pathway from the project, move parking to the east side of Concord Street south of Valley View, and direct staff to provide further information on sidewalk configuration and Fire Department requirements at the April 16, 2024, meeting for approval. Rollcall: Ayes: Pierce, Risser, Hovland Nays: Agnew, Jackson Motion carried IX.B. REQUEST FOR PURCHASE: ENG 24-2 CONCORD B&C NEIGHBORHOOD ROADWAY RECONSTRUCTION PROJECT – APPROVED Mr. Millner shared the project involved reconstruction of 2.2 miles of local streets, replacement of existing concrete curb and gutter, replacement of asphalt and concrete streets with asphalt, construction of new concrete sidewalk and paths, and localized rehabilitation of the sanitary sewer, watermain and storm sewer systems in the neighborhood. The project area included Ashcroft Avenue, Ashcroft Lane, Concord Avenue, Garrison Lane, Millers Lane, Nancy Lane, Rose Court, St. Johns Avenue, Virginia Lane, Wooddale Avenue, West 62nd Street, West 63rd Street and West 64th Street. The preliminary assessment per REU approved at the December 2023 public hearing was $13,400. The estimated assessment per REU with the low bid is $11,800. The Council asked questions and provided feedback. Member Agnew made a motion, seconded by Member Pierce, to approve Request for Purchase for Concord B & C Neighborhood Roadway Reconstruction with Bituminous Roadways, Inc. for $7,330,420.34. Rollcall: Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. X. COMMISSION CORRESPONDENCE (MINUTES AND ADVISORY COMMUNICATION) – Received X.A. MINUTES: ENERGY AND ENVIRONMENT COMMISSION, FEBRUARY 8, 2024 XI. MANAGER’S COMMENTS – Received XI.A. 2024 STUDENT COMMISSION PROCESS XII. MAYOR AND COUNCIL COMMENTS – Received XIII. ADJOURNMENT Member Agnew made a motion, seconded by Member Pierce, to adjourn the meeting at 10:31 p.m. Rollcall: Minutes/Edina City Council/April 2, 2024 Page 7 Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. Respectfully submitted, Sharon Allison, City Clerk Minutes approved by Edina City Council, April 16, 2024. James B. Hovland, Mayor Video Copy of the April 2, 2024, meeting available. Date: April 16, 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 03.29.2024 TOTAL $1,837,054.65 Check Register Claims Pre-List Dated 04.05.2024 TOTAL $1,243,832.74 INTRODUCTION: Claims for Approval is attached ATTACHMENTS: Description Check Register Claims Pre-List Dated 03.29.2024 TOTAL $1,837,054.65 Check Register Claims Pre-List Dated 04.05.2024 TOTAL $1,243,832.74 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User:MSchauerProgram ID: apcshdsb Page 64 JOURNAL ENTRIES TO BE CREATED FUND SUB FUND DUE TO DUE FR 1000 General 177,322.542100 Police Special Revenue 2,805.302300 Pedestrian and Cyclist Safety 27,747.192500 Conservation & Sustainability 5,439.662600 Housing & Redvlpmt Authority 167.002600 Housing & Redvlpmt Authority 19,653.684000 Capital Projects 178,989.074200 Equipment Replacement 378.744400 PIR Capital Projects 90,401.434600 MSA tracking 285,943.465100 Art Center 101.445200 Braemar Golf Course 43,273.945200 Braemar Golf Course 19,182.295400 Edinborough Park 1,529.715500 Braemar Arena 22,521.725600 Braemar Field 4,101.855700 Centennial Lakes 2,498.425800 Liquor 243,507.335900 Utility Fund 124,332.475900 Utility Fund 526,018.255900 Utility Fund 26,568.386100 Equipment Operations 16,897.086200 Information Technology 529.99 6300 Facilities Management 7,012.517100 PS Training Facility 7,568.007200 MN Task Force 1 3,093.199999 Pooled Cash Fund 1,836,524.66 TOTAL 1,837,054.65 1,837,054.65 ** END OF REPORT - Generated by Mallory Schauer ** City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User:MSchauerProgram ID: apcshdsb Page 1 CASH ACCOUNT: 9999 1012 Control BS - CashAPCHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC 201 03/29/2024 WIRE 100886 METROPOLITAN COUNCIL 0001169399 03/01/2024 518,955.78 Invoice: 0001169399 Waste Water Services Def Rev 518,955.78 59159104 6302 Sew Treat - Sew Serv CHECK 201 TOTAL: 518,955.78 493884 03/29/2024 PRTD 133522 AARP DRIVER SAFETY PROGRAM C27202 03/14/2024 20240329 260.00 Invoice: C27202 AARP Smart Driving Course 260.00 16116103 6103 Senior Cen - Prof Svrs CHECK 493884 TOTAL:260.00 493885 03/29/2024 PRTD 129458 ACME ELECTRIC MOTOR INC 12462185 02/28/2024 20240329 169.68 Invoice: 12462185 169.68 59059003 6556 Wat Distr - Tool&Acces CHECK 493885 TOTAL:169.68 493886 03/29/2024 PRTD 143143 TORRES, ARMANDO CHAVEZ 2723 03/01/2024 20240329 4,406.00 Invoice: 2723 March 2024 Cleaning arena 3,506.00 55055001 6230 Bldg/Grnds - SrvCntrcts 900.00 56056001 6230 Bldg/Grnds - SrvCntrcts CHECK 493886 TOTAL: 4,406.00 493887 03/29/2024 PRTD 135922 ACUSHNET COMPANY 917503502 03/18/2024 20240329 3,636.42 Invoice: 917503502 3,564.26 52005200 1356 Course BS - Inventory 72.16 52052006 5510 Ret Sales - CGS ACUSHNET COMPANY 917504048 03/18/2024 20240329 167.73 Invoice: 917504048 153.86 52005200 1356 Course BS - Inventory 13.87 52052006 5510 Ret Sales - CGS CHECK 493887 TOTAL: 3,804.15 493888 03/29/2024 PRTD 102715 WIENS GRAPHICS INC 161694 02/29/2024 20240329 152.00 Invoice: 161694 Police and Fire A2 folded cards and envelopes 152.00 10110100 6406 Admin Gen - SupOther CHECK 493888 TOTAL:152.00 493889 03/29/2024 PRTD 160095 AM CRAFT SPIRITS SALES & MARKETIN 18567 03/12/2024 20240329 67.20 Invoice: 18567 PO 38990 4.20 58258201 5515 Grnd Sell - CGS Other City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User: 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 63.00 5800 1355 Liquor BS - Inv Misc CHECK 493889 TOTAL: 67.20 493890 03/29/2024 PRTD 141960 AMAZON CAPITAL SERVICES 1XV1-WL4N-7NRR 02/29/2024 20240329 49.44 Invoice: 1XV1-WL4N-7NRR Zip ties 49.44 54054001 6511 Operations - SupCustod AMAZON CAPITAL SERVICES 17P6-H1DF-7FYY 02/29/2024 20240329 149.99 Invoice: 17P6-H1DF-7FYY Finance order 149.99 10800000 6409 Finance - SupComp AMAZON CAPITAL SERVICES 1GWM-G7RW-7K4X 02/29/2024 20240329 31.00 Invoice: 1GWM-G7RW-7K4X 31.00 17017003 6406 GH & Hort - SupOther AMAZON CAPITAL SERVICES 16LF-HC1T-16CX 02/29/2024 20240329 266.49 Invoice: 16LF-HC1T-16CX 266.49 55055003 6406 Ice Maint - SupOther AMAZON CAPITAL SERVICES 1K6Q-3RKP-4LPX 02/29/2024 20240329 14.89 Invoice: 1K6Q-3RKP-4LPX Mount for new track fan 14.89 54054001 6406 Operations - SupOther AMAZON CAPITAL SERVICES 1MPX-4GQL-FV4X 03/01/2024 20240329 -27.07 Invoice: 1MPX-4GQL-FV4X -27.07 72000000 6406 MN TF 1 - SupOther AMAZON CAPITAL SERVICES 1TGP-RM6X-GGYH 03/01/2024 20240329 129.50 Invoice: 1TGP-RM6X-GGYH 129.50 13013000 6406 Pol Ad Gen - SupOther AMAZON CAPITAL SERVICES 1FW9-P7T4-JG16 03/01/2024 20240329 299.98 Invoice: 1FW9-P7T4-JG16 Monitors for Braemar Arena 299.98 55055000 6409 Admin - SupComp AMAZON CAPITAL SERVICES 1C6J-4VJG-HMKD 03/01/2024 20240329 98.49 Invoice: 1C6J-4VJG-HMKD Program Supplies 98.49 16116103 6406 Senior Cen - SupOther AMAZON CAPITAL SERVICES 1DK4-CYWR-LGX9 03/02/2024 20240329 -9.79 Invoice: 1DK4-CYWR-LGX9 -9.79 14014000 6406 PW Adm Gen - SupOther AMAZON CAPITAL SERVICES 1RGR-PQJG-MHNJ 03/02/2024 20240329 41.24 Invoice: 1RGR-PQJG-MHNJ 41.24 12212200 6406 PH Gen - SupOther AMAZON CAPITAL SERVICES 1DXW-NVFY-Q31Q 03/03/2024 20240329 33.98 Invoice: 1DXW-NVFY-Q31Q Program Supplies 33.98 16116103 6406 Senior Cen - SupOther City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User:MSchauerProgram ID: apcshdsb Page 3 CASH ACCOUNT: 9999 1012 Control BS - CashAPCHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC AMAZON CAPITAL SERVICES 1XNY-LJRL-NN61 03/03/2024 20240329 33.56 Invoice: 1XNY-LJRL-NN61 19.99 52052006 6406 Ret Sales - SupOther 13.57 52052000 6513 Golf Gen - SupOffice AMAZON CAPITAL SERVICES 1WYW-7MPW-QG7Y 03/03/2024 20240329 19.18 Invoice: 1WYW-7MPW-QG7Y 19.18 14014000 6406 PW Adm Gen - SupOther AMAZON CAPITAL SERVICES 1NKM-CRPP-V4KN 03/03/2024 20240329 441.40 Invoice: 1NKM-CRPP-V4KN Supplies for Fire and PD mobile devices 378.74 42542500 6103 Fire ER - Prof Svrs 39.51 13013000 6409 Pol Ad Gen - SupComp 23.15 12012000 6406 Fire Gen - SupOther AMAZON CAPITAL SERVICES 1RGR-PQJG-TMVJ 03/03/2024 20240329 39.88 Invoice: 1RGR-PQJG-TMVJ Extension cord 39.88 54054001 6511 Operations - SupCustod AMAZON CAPITAL SERVICES 1MKX-KYWG-1K6L 03/04/2024 20240329 35.16 Invoice: 1MKX-KYWG-1K6L Election supplies 35.16 10110100 6406 Admin Gen - SupOther AMAZON CAPITAL SERVICES 19VV-TQVC-3NFM 03/04/2024 20240329 109.95 Invoice: 19VV-TQVC-3NFM State of the Community item 109.95 10410400 6406 Comm Gen - SupOther AMAZON CAPITAL SERVICES 19JL-P73K-4GHV 03/05/2024 20240329 149.99 Invoice: 19JL-P73K-4GHV Monitor for Finance 149.99 10800000 6409 Finance - SupComp AMAZON CAPITAL SERVICES 1W17-HLCT-4NN9 03/05/2024 20240329 627.34 Invoice: 1W17-HLCT-4NN9 627.34 63063001 6406 PW Fac - SupOther AMAZON CAPITAL SERVICES 1HRG-VC67-6MMC 03/05/2024 20240329 -17.99 Invoice: 1HRG-VC67-6MMC -17.99 14014000 6406 PW Adm Gen - SupOther AMAZON CAPITAL SERVICES 1VTP-FRPY-1DPJ 03/05/2024 20240329 42.88 Invoice: 1VTP-FRPY-1DPJ M2 BASICS Piece Emergency First AID KIT 42.88 12012000 6406 Fire Gen - SupOther AMAZON CAPITAL SERVICES 1L4G-YKRP-3JV1 03/05/2024 20240329 494.00 Invoice: 1L4G-YKRP-3JV1 Monitors for Finance 494.00 10800000 6409 Finance - SupComp AMAZON CAPITAL SERVICES 13H1-WGKL-3N4K 03/05/2024 20240329 23.87 Invoice: 13H1-WGKL-3N4K 23.87 55055001 6511 Bldg/Grnds - SupCustod City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User:MSchauerProgram ID: apcshdsb Page 4 CASH ACCOUNT: 9999 1012 Control BS - CashAPCHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC AMAZON CAPITAL SERVICES 1NPF-6DTN-3P4Y 03/05/2024 20240329 50.98 Invoice: 1NPF-6DTN-3P4Y 27.99 57057000 6511 General - SupCustod 22.99 57057000 6406 General - SupOther AMAZON CAPITAL SERVICES 16RV-D9PT-4CK4 03/05/2024 20240329 10.04 Invoice: 16RV-D9PT-4CK4 10.04 55055000 6513 Admin - SupOffice CHECK 493890 TOTAL: 3,138.38 493891 03/29/2024 PRTD 143763 VALLEY APPLE FORD INC A1CB415825 02/29/2024 20240329 2,283.62 Invoice: A1CB415825 2,283.62 61061006 6180 Fire Equip - Rep&Maint CHECK 493891 TOTAL: 2,283.62 493892 03/29/2024 PRTD 151441 ARAMARK UNIFORM AND CAREER APPEAL 2500415288 03/05/2024 20240329 279.99 Invoice: 2500415288 279.99 58258200 6162 Grnd AdGe - CustodSvs ARAMARK UNIFORM AND CAREER APPEAL 2500415302 03/05/2024 20240329 159.46 Invoice: 2500415302 159.46 58158100 6162 Sthdl AdGe - CustodSvs ARAMARK UNIFORM AND CAREER APPEAL 2500419250 03/12/2024 20240329 46.65 Invoice: 2500419250 46.65 58258200 6162 Grnd AdGe - CustodSvs CHECK 493892 TOTAL:486.10 493893 03/29/2024 PRTD 106304 ASPEN MILLS INC 329019 02/29/2024 20240329 47.95 Invoice: 329019 Class A Shirt - Frederick 47.95 13013000 6203 Pol Ad Gen - Uniforms ASPEN MILLS INC 329104 03/01/2024 20240329 236.24 Invoice: 329104 Uniform- Travis Jacobs 236.24 12012000 6203 Fire Gen - Uniforms CHECK 493893 TOTAL:284.19 493894 03/29/2024 PRTD 151171 7TH STREET BEER COMPANY 4204 03/13/2024 20240329 70.00 Invoice: 4204 PO 38874 70.00 5800 1354 Liquor BS - Inv Beer 7TH STREET BEER COMPANY 4194 03/15/2024 20240329 226.00 Invoice: 4194 PO 38873 226.00 5800 1354 Liquor BS - Inv Beer City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User:MSchauerProgram ID: apcshdsb Page 5 CASH ACCOUNT: 9999 1012 Control BS - CashAPCHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC CHECK 493894 TOTAL:296.00 493895 03/29/2024 PRTD 101355 BELLBOY CORPORATION 0202898700 03/14/2024 20240329 181.65 Invoice: 0202898700 PO 38897 1.65 58058001 5513 50th Sell - CGS Wine 180.00 5800 1353 Liquor BS - Inv Wine BELLBOY CORPORATION 0202897800 03/14/2024 20240329 594.85 Invoice: 0202897800 PO 39105 8.25 58058001 5512 50th Sell - CGS Liq 586.60 5800 1352 Liquor BS - Inv Liq BELLBOY CORPORATION 0108125200 03/15/2024 20240329 233.21 Invoice: 0108125200 PO 38991 7.06 58258201 5515 Grnd Sell - CGS Other 226.15 5800 1355 Liquor BS - Inv Misc BELLBOY CORPORATION 0108106200 03/14/2024 20240329 629.08 Invoice: 0108106200 PO 38928 8.88 58158101 5515 Sthdl Sell - CGS Other 620.20 5800 1355 Liquor BS - Inv Misc BELLBOY CORPORATION 0202899300 03/14/2024 20240329 1,927.05 Invoice: 0202899300 PO 39106 24.75 58158101 5512 Sthdl Sell - CGS Liq 1,902.30 5800 1352 Liquor BS - Inv Liq BELLBOY CORPORATION 0202901300 03/14/2024 20240329 392.95 Invoice: 0202901300 PO 38994 4.95 58258201 5513 Grnd Sell - CGS Wine 388.00 5800 1353 Liquor BS - Inv Wine BELLBOY CORPORATION 0202900900 03/14/2024 20240329 1,137.00 Invoice: 0202900900 PO 39107 11.55 58258201 5512 Grnd Sell - CGS Liq 1,125.45 5800 1352 Liquor BS - Inv Liq BELLBOY CORPORATION 0202899900 03/14/2024 20240329 97.65 Invoice: 0202899900 PO 38930 1.65 58158101 5513 Sthdl Sell - CGS Wine 96.00 5800 1353 Liquor BS - Inv Wine BELLBOY CORPORATION 0202819600 03/07/2024 20240329 309.30 Invoice: 0202819600 PO 38687 3.30 58258201 5513 Grnd Sell - CGS Wine 306.00 5800 1353 Liquor BS - Inv Wine CHECK 493895 TOTAL: 5,502.74 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User:MSchauerProgram ID: apcshdsb Page 6 CASH ACCOUNT: 9999 1012 Control BS - CashAPCHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC 493896 03/29/2024 PRTD 144783 BELYN KEY LLC 31398 03/07/2024 20240329 2,090.99 Invoice: 31398 2,064.00 52005200 1356 Course BS - Inventory 26.99 52052006 5510 Ret Sales - CGS CHECK 493896 TOTAL: 2,090.99 493897 03/29/2024 PRTD 117379 BENIEK PROPERTY SERVICES INC 162253 03/01/2024 20240329 1,525.00 Invoice: 162253 1,525.00 71071001 6136 Main Bldng - PrfSvOther CHECK 493897 TOTAL: 1,525.00 493898 03/29/2024 PRTD 130069 BFG SUPPLY COMPANY 2532322-00 03/05/2024 20240329 2,355.58 Invoice: 2532322-00 2,355.58 57057001 6540 CLP Park - SdFertWeed CHECK 493898 TOTAL: 2,355.58 493899 03/29/2024 PRTD 132444 BOLTON & MENK INC 0331224 02/28/2024 20240329 588.00 Invoice: 0331224 Engineering Services for Lift 588.00 E ENG21001.CONST.SANI.CONSULTING. 59005910 1605 Sew BS - PurchCIP BOLTON & MENK INC 0331089 02/29/2024 20240329 241.00 Invoice: 0331089 241.00 15100000 6103 Const Mgmt - Prof Svrs BOLTON & MENK INC 0331092 02/29/2024 20240329 26,671.00 Invoice: 0331092 Rosland Park TH62 Pedestrian B 26,671.00 E ENG23106.CONST.PACS.CONSULTING. 23023001 6103 Pedestrian - Prof Svrs CHECK 493899 TOTAL: 27,500.00 493900 03/29/2024 PRTD 130602 BOOM ISLAND BREWING COMPANY LLC 1227 03/15/2024 20240329 84.00 Invoice: 1227 PO 39091 84.00 5800 1354 Liquor BS - Inv Beer CHECK 493900 TOTAL:84.00 493901 03/29/2024 PRTD 101010 BORDER STATES INDUSTRIES INC 927934239 02/28/2024 20240329 217.13 Invoice: 927934239 217.13 15415400 6610 Elec Gen - Saf Equip City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User: 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 BORDER STATES INDUSTRIES INC 927963549 03/05/2024 20240329 74.41 Invoice: 927963549 74.41 15415400 6610 Elec Gen - Saf Equip CHECK 493901 TOTAL: 291.54 493902 03/29/2024 PRTD 119351 BOURGET IMPORTS 205017 03/13/2024 20240329 624.00 Invoice: 205017 PO 38931 8.00 58158101 5513 Sthdl Sell - CGS Wine 616.00 5800 1353 Liquor BS - Inv Wine BOURGET IMPORTS 205021 03/13/2024 20240329 912.00 Invoice: 205021 PO 38898 12.00 58058001 5513 50th Sell - CGS Wine 900.00 5800 1353 Liquor BS - Inv Wine BOURGET IMPORTS 204991 03/13/2024 20240329 220.00 Invoice: 204991 PO 38995 4.00 58258201 5513 Grnd Sell - CGS Wine 216.00 5800 1353 Liquor BS - Inv Wine CHECK 493902 TOTAL: 1,756.00 493903 03/29/2024 PRTD 117040 BOYER FORD TRUCKS INC 098P6875 02/28/2024 20240329 62.08 Invoice: 098P6875 62.08 61061004 6530 PW Equip - ReprParts BOYER FORD TRUCKS INC 092P4031 03/01/2024 20240329 43.75 Invoice: 092P4031 43.75 61061005 6530 Police Eq - ReprParts BOYER FORD TRUCKS INC 095S2998 03/01/2024 20240329 3,069.00 Invoice: 095S2998 3,069.00 61061006 6180 Fire Equip - Rep&Maint CHECK 493903 TOTAL: 3,174.83 493904 03/29/2024 PRTD 124291 BREAKTHRU BEVERAGE MINNESOTA WINE 114797931 03/13/2024 20240329 13,358.23 Invoice: 114797931 PO 39077 89.70 58158101 5512 Sthdl Sell - CGS Liq 13,268.53 5800 1352 Liquor BS - Inv Liq BREAKTHRU BEVERAGE MINNESOTA WINE 412041085 03/13/2024 20240329 -10.60 Invoice: 412041085 RMA 13220 -.10 58158101 5512 Sthdl Sell - CGS Liq -10.50 5800 1352 Liquor BS - Inv Liq BREAKTHRU BEVERAGE MINNESOTA WINE 114797933 03/13/2024 20240329 41.14 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User:MSchauerProgram ID: apcshdsb Page 8 CASH ACCOUNT: 9999 1012 Control BS - CashAPCHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC Invoice: 114797933 PO 38933 1.15 58158101 5515 Sthdl Sell - CGS Other 39.99 5800 1355 Liquor BS - Inv Misc BREAKTHRU BEVERAGE MINNESOTA WINE 114797932 03/13/2024 20240329 181.15 Invoice: 114797932 PO 38934 1.15 58158101 5513 Sthdl Sell - CGS Wine 180.00 5800 1353 Liquor BS - Inv Wine BREAKTHRU BEVERAGE MINNESOTA WINE 114797930 03/13/2024 20240329 1,350.35 Invoice: 114797930 PO 39079 10.35 58158101 5513 Sthdl Sell - CGS Wine 1,340.00 5800 1353 Liquor BS - Inv Wine BREAKTHRU BEVERAGE MINNESOTA WINE 114798054 03/13/2024 20240329 145.15 Invoice: 114798054 PO 39116 1.15 58058001 5512 50th Sell - CGS Liq 144.00 5800 1352 Liquor BS - Inv Liq BREAKTHRU BEVERAGE MINNESOTA WINE 114798052 03/13/2024 20240329 11,262.51 Invoice: 114798052 PO 39060 73.79 58058001 5512 50th Sell - CGS Liq 11,188.72 5800 1352 Liquor BS - Inv Liq BREAKTHRU BEVERAGE MINNESOTA WINE 114798053 03/13/2024 20240329 1,000.05 Invoice: 114798053 PO 38901 8.05 58058001 5513 50th Sell - CGS Wine 992.00 5800 1353 Liquor BS - Inv Wine BREAKTHRU BEVERAGE MINNESOTA WINE 114798051 03/13/2024 20240329 50.30 Invoice: 114798051 PO 39061 2.30 58058001 5515 50th Sell - CGS Other 48.00 5800 1355 Liquor BS - Inv Misc BREAKTHRU BEVERAGE MINNESOTA WINE 114798048 03/13/2024 20240329 14,216.09 Invoice: 114798048 PO 39098 92.19 58258201 5512 Grnd Sell - CGS Liq 14,123.90 5800 1352 Liquor BS - Inv Liq BREAKTHRU BEVERAGE MINNESOTA WINE 114798049 03/13/2024 20240329 155.71 Invoice: 114798049 PO 38997 5.75 58258201 5515 Grnd Sell - CGS Other 149.96 5800 1355 Liquor BS - Inv Misc BREAKTHRU BEVERAGE MINNESOTA WINE 114692981 03/12/2024 20240329 4,041.90 Invoice: 114692981 PO 38787 29.90 58258201 5513 Grnd Sell - CGS Wine 4,012.00 5800 1353 Liquor BS - Inv Wine BREAKTHRU BEVERAGE MINNESOTA WINE 114798047 03/13/2024 20240329 375.80 Invoice: 114798047 PO 38998 2.30 58258201 5513 Grnd Sell - CGS Wine City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User:MSchauerProgram ID: apcshdsb Page 9 CASH ACCOUNT: 9999 1012 Control BS - CashAPCHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC 373.50 5800 1353 Liquor BS - Inv Wine BREAKTHRU BEVERAGE MINNESOTA WINE 114798050 03/13/2024 20240329 1,401.20 Invoice: 114798050 PO 39100 9.20 58258201 5513 Grnd Sell - CGS Wine 1,392.00 5800 1353 Liquor BS - Inv Wine CHECK 493904 TOTAL: 47,568.98 493905 03/29/2024 PRTD 124529 BREAKTHRU BEVERAGE MINNESOTA BEER 114770921 03/12/2024 20240329 6,225.00 Invoice: 114770921 PO 38883 6,225.00 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 114776609 03/12/2024 20240329 30.80 Invoice: 114776609 PO 39089 30.80 5800 1355 Liquor BS - Inv Misc BREAKTHRU BEVERAGE MINNESOTA BEER 114770511 03/12/2024 20240329 5,610.30 Invoice: 114770511 PO 38894 5,610.30 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 114776608 03/12/2024 20240329 837.10 Invoice: 114776608 PO 38893 837.10 5800 1355 Liquor BS - Inv Misc BREAKTHRU BEVERAGE MINNESOTA BEER 114776607 03/12/2024 20240329 148.50 Invoice: 114776607 PO 38892 148.50 5800 1352 Liquor BS - Inv Liq BREAKTHRU BEVERAGE MINNESOTA BEER 114776592 03/12/2024 20240329 157.70 Invoice: 114776592 PO 38884 157.70 5800 1355 Liquor BS - Inv Misc BREAKTHRU BEVERAGE MINNESOTA BEER 114776593 03/12/2024 20240329 30.80 Invoice: 114776593 PO 39071 30.80 5800 1355 Liquor BS - Inv Misc BREAKTHRU BEVERAGE MINNESOTA BEER 114776610 03/12/2024 20240329 101.55 Invoice: 114776610 PO 38878 101.55 5800 1355 Liquor BS - Inv Misc BREAKTHRU BEVERAGE MINNESOTA BEER 114770512 03/12/2024 20240329 1,949.30 Invoice: 114770512 PO 38879 1,949.30 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 412034866 03/05/2024 20240329 -11.20 Invoice: 412034866 RMA 13146 -11.20 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 412034865 03/05/2024 20240329 -13.60 Invoice: 412034865 RMA 13145 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User:MSchauerProgram ID: apcshdsb Page 10 CASH ACCOUNT: 9999 1012 Control BS - CashAPCHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC -13.60 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 412034863 03/05/2024 20240329 -137.20 Invoice: 412034863 RMA 13144 -137.20 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 412034864 03/05/2024 20240329 -19.60 Invoice: 412034864 RMA 13143 -19.60 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 412076794 03/16/2024 20240329 -5.38 Invoice: 412076794 RMA 13289 -5.38 5800 1354 Liquor BS - Inv Beer CHECK 493905 TOTAL: 14,904.07 493906 03/29/2024 PRTD 100648 BERTELSON BROTHERS INC WO-1285679-1 02/28/2024 20240329 282.14 Invoice: WO-1285679-1 Supply Room Items 282.14 10110100 6513 Admin Gen - SupOffice BERTELSON BROTHERS INC WO-1285679-2 02/29/2024 20240329 34.99 Invoice: WO-1285679-2 Supply Room items 34.99 10110100 6513 Admin Gen - SupOffice BERTELSON BROTHERS INC WO-1285998-1 02/29/2024 20240329 25.49 Invoice: WO-1285998-1 Admin supplies 25.49 10110100 6406 Admin Gen - SupOther CHECK 493906 TOTAL:342.62 493907 03/29/2024 PRTD 119455 CAPITOL BEVERAGE SALES LP 2959156 03/15/2024 20240329 252.00 Invoice: 2959156 PO 39137 252.00 5800 1356 Liquor BS - Inventory THC Bev CAPITOL BEVERAGE SALES LP 2959179 03/15/2024 20240329 16.80 Invoice: 2959179 PO 39135 16.80 5800 1355 Liquor BS - Inv Misc CAPITOL BEVERAGE SALES LP 2959362 03/15/2024 20240329 -235.39 Invoice: 2959362 RMA13253 -235.39 5800 1354 Liquor BS - Inv Beer CAPITOL BEVERAGE SALES LP 2959180 03/15/2024 20240329 2,264.70 Invoice: 2959180 PO 39134 2,264.70 5800 1354 Liquor BS - Inv Beer CAPITOL BEVERAGE SALES LP 2959361 03/15/2024 20240329 -8.97 Invoice: 2959361 RMA13254 -8.97 5800 1352 Liquor BS - Inv Liq City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User:MSchauerProgram ID: apcshdsb Page 11 CASH ACCOUNT: 9999 1012 Control BS - CashAPCHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC CAPITOL BEVERAGE SALES LP 2959561 03/15/2024 20240329 2,555.95 Invoice: 2959561 PO 39145 2,555.95 5800 1354 Liquor BS - Inv Beer CAPITOL BEVERAGE SALES LP 2959560 03/14/2024 20240329 2,542.00 Invoice: 2959560 PO 39147 2,542.00 5800 1352 Liquor BS - Inv Liq CAPITOL BEVERAGE SALES LP 2959559 03/15/2024 20240329 218.70 Invoice: 2959559 PO 39146 218.70 5800 1355 Liquor BS - Inv Misc CAPITOL BEVERAGE SALES LP 2959489 03/15/2024 20240329 427.25 Invoice: 2959489 PO 39152 427.25 5800 1354 Liquor BS - Inv Beer CAPITOL BEVERAGE SALES LP 2959157 03/15/2024 20240329 233.60 Invoice: 2959157 PO 39136 233.60 5800 1352 Liquor BS - Inv Liq CAPITOL BEVERAGE SALES LP 2962066 03/22/2024 20240329 1,831.07 Invoice: 2962066 PO 39383/RMA 13306 1,831.07 5800 1354 Liquor BS - Inv Beer CAPITOL BEVERAGE SALES LP 2962065 03/22/2024 20240329 86.70 Invoice: 2962065 PO 39382 86.70 5800 1355 Liquor BS - Inv Misc CHECK 493907 TOTAL: 10,184.41 493908 03/29/2024 PRTD 142028 CINTAS CORPORATION 4185056754 03/01/2024 20240329 33.68 Invoice: 4185056754 33.68 63063001 6511 PW Fac - SupCustod CINTAS CORPORATION 4185182107 03/04/2024 20240329 19.20 Invoice: 4185182107 19.20 55055001 6230 Bldg/Grnds - SrvCntrcts CINTAS CORPORATION 4185182098 03/04/2024 20240329 78.65 Invoice: 4185182098 shop rags and towels 78.65 52052000 6201 Golf Gen - Laundry CHECK 493908 TOTAL:131.53 493909 03/29/2024 PRTD 142028 CINTAS CORPORATION 1485182040 03/04/2024 20240329 60.68 Invoice: 1485182040 mats 60.68 52052000 6201 Golf Gen - Laundry City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User: 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 493909 TOTAL: 60.68 493910 03/29/2024 PRTD 101837 COMMUNICATIONS COM-2981 03/14/2024 20240329 503.56 Invoice: COM-2981 flags 503.56 52052000 6406 Golf Gen - SupOther CHECK 493910 TOTAL: 503.56 493911 03/29/2024 PRTD 100687 CITY OF RICHFIELD 8497 03/11/2024 20240329 1,500.00 Invoice: 8497 1,500.00 13013000 4325 Pol Ad Gen - P&F Reimb CHECK 493911 TOTAL: 1,500.00 493912 03/29/2024 PRTD 100087 CITY OF SAINT PAUL IN57549 03/11/2024 20240329 3,120.26 Invoice: IN57549 3,120.26 72000000 6406 MN TF 1 - SupOther CHECK 493912 TOTAL: 3,120.26 493913 03/29/2024 PRTD 100087 CITY OF SAINT PAUL IN57520 03/05/2024 20240329 300.00 Invoice: IN57520 300.00 13013000 6104 Pol Ad Gen - Conf&Schls CHECK 493913 TOTAL: 300.00 493914 03/29/2024 PRTD 146213 CITY OF ST LOUIS PARK 32126 01/31/2024 20240329 3,245.84 Invoice: 32126 2023 Sanitary sew grit pit 3,245.84 59159105 6103 Sew ColSys - Prof Svrs CHECK 493914 TOTAL: 3,245.84 493915 03/29/2024 PRTD 145926 CLEARWATER ANALYTICS LLC 612047 02/29/2024 20240329 1,039.39 Invoice: 612047 02/01/2024 - 02/29/2024 1,039.39 10800000 4706 Finance - Inc on Inv CHECK 493915 TOTAL: 1,039.39 493916 03/29/2024 PRTD 102165 ROGER CLEVELAND GOLF CO. INC 7805754 SO 02/21/2024 20240329 3,450.00 Invoice: 7805754 SO 3,450.00 52005200 1356 Course BS - Inventory CHECK 493916 TOTAL: 3,450.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User: 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 493917 03/29/2024 PRTD 120433 COMCAST 0373022-03/24 03/17/2024 20240329 34.80 Invoice: 0373022-03/24 Account number 8772 10 614 0373022 34.80 13013000 6103 Pol Ad Gen - Prof Svrs CHECK 493917 TOTAL: 34.80 493918 03/29/2024 PRTD 120433 COMCAST 0740105-03/24 03/18/2024 20240329 100.15 Invoice: 0740105-03/24 Account number 8772 10 614 0740105 100.15 54054000 6105 Admin - Dues&Sub CHECK 493918 TOTAL: 100.15 493919 03/29/2024 PRTD 124118 COMPLETE COOLING SERVICES 36736 02/22/2024 20240329 784.40 Invoice: 36736 784.40 61061004 6180 PW Equip - Rep&Maint CHECK 493919 TOTAL: 784.40 493920 03/29/2024 PRTD 135711 CONFLUENCE INC 28469 02/29/2024 20240329 62,598.21 Invoice: 28469 Fred Richards Park Design Serv 62,598.21 E P&R23200.DESIGN&BID. . 40900000 6716 P&R CP - CapParks CHECK 493920 TOTAL: 62,598.21 493921 03/29/2024 PRTD 101590 CORNERSTONE ADVOCACY SERVICES 2024-0111 01/11/2024 20240329 18,000.00 Invoice: 2024-0111 Edina Human Services Funding 18,000.00 10110102 6103 Con Soc Sv - Prof Svrs CHECK 493921 TOTAL: 18,000.00 493922 03/29/2024 PRTD 103799 CURBSIDE LANDSCAPE & IRRIGATION 286804 02/28/2024 20240329 431.50 Invoice: 286804 431.50 55055001 6230 Bldg/Grnds - SrvCntrcts CHECK 493922 TOTAL: 431.50 493923 03/29/2024 PRTD 102514 CUTTER & BUCK INC 0097593326 03/01/2024 20240329 2,427.20 Invoice: 0097593326 2,427.20 52052000 6203 Golf Gen - Uniforms CUTTER & BUCK INC 0097593325 03/01/2024 20240329 7,642.74 Invoice: 0097593325 7,642.74 52052000 6203 Golf Gen - Uniforms City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User:MSchauerProgram ID: apcshdsb Page 14 CASH ACCOUNT: 9999 1012 Control BS - CashAPCHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC CUTTER & BUCK INC 0097616049 03/11/2024 20240329 -16.00 Invoice: 0097616049 -16.00 52005200 1356 Course BS - Inventory CHECK 493923 TOTAL: 10,053.94 493924 03/29/2024 PRTD 160780 DANGEROUS MAN BREWING CO LLC IN-3021 03/15/2024 20240329 491.00 Invoice: IN-3021 PO 39053 491.00 5800 1356 Liquor BS - Inventory THC Bev DANGEROUS MAN BREWING CO LLC IN-3022 03/14/2024 20240329 675.00 Invoice: IN-3022 PO 39042 675.00 5800 1356 Liquor BS - Inventory THC Bev DANGEROUS MAN BREWING CO LLC IN-3023 03/14/2024 20240329 348.00 Invoice: IN-3023 PO 39041 348.00 5800 1354 Liquor BS - Inv Beer CHECK 493924 TOTAL: 1,514.00 493925 03/29/2024 PRTD 100718 DELEGARD TOOL COMPANY 3680981 02/28/2024 20240329 236.40 Invoice: 3680981 236.40 61061004 6556 PW Equip - Tool&Acces CHECK 493925 TOTAL:236.40 493926 03/29/2024 PRTD 118189 DEM-CON COMPANIES LLC 18259 02/29/2024 20240329 7,651.72 Invoice: 18259 7,651.72 59259204 6103 Stm St Cln - Prof Svrs CHECK 493926 TOTAL: 7,651.72 493927 03/29/2024 PRTD 121103 DIRECTV GROUP INC 045419181X240319 03/19/2024 20240329 148.81 Invoice: 045419181X240319 ACCOUNT NUMBER 045419181 148.81 52052000 6188 Golf Gen - Telephone CHECK 493927 TOTAL:148.81 493928 03/29/2024 PRTD 121103 DIRECTV GROUP INC 051616649X240320 03/20/2024 20240329 145.39 Invoice: 051616649X240320 Direct TV 145.39 52100000 6188 Golf Dome - Telephone CHECK 493928 TOTAL:145.39 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User: 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 493929 03/29/2024 PRTD 100737 E H RENNER & SONS INC 8149 02/28/2024 20240329 21,150.00 Invoice: 8149 Well 2- Installation of a Subm 21,150.00 E ENG19910.MISCELLAN . . 59005900 1605 Wat BS - PurchCIP CHECK 493929 TOTAL: 21,150.00 493930 03/29/2024 PRTD 160118 ECCO USA, INC 202473073-2 03/21/2024 20240329 100.00 Invoice: 202473073-2 Duplicate took credit 90.00 52005200 1356 Course BS - Inventory 10.00 52052006 5510 Ret Sales - CGS CHECK 493930 TOTAL: 100.00 493931 03/29/2024 PRTD 132810 ECM PUBLISHERS INC 987802 02/29/2024 20240329 98.80 Invoice: 987802 98.80 10210202 6120 Lic & Perm - AdvLegal ECM PUBLISHERS INC 987801 02/29/2024 20240329 117.32 Invoice: 987801 117.32 10210202 6120 Lic & Perm - AdvLegal ECM PUBLISHERS INC 987800 02/29/2024 20240329 135.85 Invoice: 987800 135.85 10210202 6120 Lic & Perm - AdvLegal ECM PUBLISHERS INC 987799 02/29/2024 20240329 111.15 Invoice: 987799 111.15 10210202 6120 Lic & Perm - AdvLegal CHECK 493931 TOTAL: 463.12 493932 03/29/2024 PRTD 101630 EDINA PUBLIC SCHOOLS 164713 03/10/2024 20240329 328.40 Invoice: 164713 Adult Basketball League Winter 328.40 16116100 6406 Athltc Act - SupOther EDINA PUBLIC SCHOOLS 164714 03/10/2024 20240329 328.40 Invoice: 164714 Adult Basketball League Winter 328.40 16116100 6406 Athltc Act - SupOther CHECK 493932 TOTAL: 656.80 493933 03/29/2024 PRTD 101630 EDINA PUBLIC SCHOOLS 2024 Job Fair 03/22/2024 20240329 45.00 Invoice: 2024 Job Fair EHS Job Fair 45.00 10910900 6121 HR Gen - AdvPrsnel City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User: 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 CHECK 493933 TOTAL: 45.00 493934 03/29/2024 PRTD 146139 EDINA/EDEN PRAIRIE EXPLORER POST 2024 Explorer 03/19/2024 20240329 3,636.66 Invoice: 2024 Explorer 49th Annual State Explorer Conference 3,636.66 13013003 6104 Res Prog - Conf&Schls CHECK 493934 TOTAL: 3,636.66 493935 03/29/2024 PRTD 160062 ELM CREEK BREWING COMPANY E-6286 03/15/2024 20240329 180.00 Invoice: E-6286 PO 39067 180.00 5800 1354 Liquor BS - Inv Beer CHECK 493935 TOTAL: 180.00 493936 03/29/2024 PRTD 122792 EMERGENCY AUTOMOTIVE TECHNOLOGIES AW022624-1 02/29/2024 20240329 310.74 Invoice: AW022624-1 310.74 13013000 6406 Pol Ad Gen - SupOther CHECK 493936 TOTAL: 310.74 493937 03/29/2024 PRTD 160740 STARK, JOHN 23-27 03/05/2024 20240329 400.00 Invoice: 23-27 Railroad Study presentation 400.00 10110100 6103 Admin Gen - Prof Svrs CHECK 493937 TOTAL: 400.00 493938 03/29/2024 PRTD 161008 ENRIQUEZ, RICA 24CAPF-Enriquez 03/22/2024 20240329 800.00 Invoice: 24CAPF-Enriquez Climate Action Fund water heater cost-share 800.00 25000004 6103 Professional Services CHECK 493938 TOTAL: 800.00 493939 03/29/2024 PRTD 147181 FALLING BREWERY - BERGMAN LEDGE L E-13624 03/15/2024 20240329 380.00 Invoice: E-13624 PO 39055 380.00 5800 1356 Liquor BS - Inventory THC Bev FALLING BREWERY - BERGMAN LEDGE L E-13531 03/14/2024 20240329 400.00 Invoice: E-13531 PO 38773 400.00 5800 1356 Liquor BS - Inventory THC Bev FALLING BREWERY - BERGMAN LEDGE L E-13623 03/15/2024 20240329 541.00 Invoice: E-13623 PO 39054 541.00 5800 1354 Liquor BS - Inv Beer FALLING BREWERY - BERGMAN LEDGE L E-13622 03/14/2024 20240329 437.00 Invoice: E-13622 PO 39043 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User:MSchauerProgram ID: apcshdsb Page 17 CASH ACCOUNT: 9999 1012 Control BS - CashAPCHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC 437.00 5800 1354 Liquor BS - Inv Beer CHECK 493939 TOTAL: 1,758.00 493940 03/29/2024 PRTD 103600 FERGUSON US HOLDINGS INC 0514376-2 02/29/2024 20240329 18,741.24 Invoice: 0514376-2 18,741.24 59059006 6406 Wat MtRead - SupOther FERGUSON US HOLDINGS INC 0523750-1 03/05/2024 20240329 4,226.56 Invoice: 0523750-1 4,226.56 59059006 6406 Wat MtRead - SupOther FERGUSON US HOLDINGS INC 0521718-1 03/05/2024 20240329 796.24 Invoice: 0521718-1 796.24 59059006 6406 Wat MtRead - SupOther CHECK 493940 TOTAL: 23,764.04 493941 03/29/2024 PRTD 116492 BRIDGETOWER OPCO, LLC 745678821 02/29/2024 20240329 220.50 Invoice: 745678821 220.50 10210202 6120 Lic & Perm - AdvLegal CHECK 493941 TOTAL:220.50 493942 03/29/2024 PRTD 126444 KIRK STENSRUD ENTERPRISES INC 2315-55603 03/05/2024 20240329 990.00 Invoice: 2315-55603 990.00 E ENG98001.MISCELLAN .SERVICES . 40840801 6103 Faclt CP - Prof Svrs CHECK 493942 TOTAL:990.00 493943 03/29/2024 PRTD 132866 SAWTOOTH HOLDINGS F22594 03/05/2024 20240329 8,772.00 Invoice: F22594 8,772.00 17017006 6406 Bldg Maint - SupOther CHECK 493943 TOTAL: 8,772.00 493944 03/29/2024 PRTD 102727 FORCE AMERICA DISTRIBUTING LLC IN001-1805452 02/28/2024 20240329 840.97 Invoice: IN001-1805452 840.97 61061004 6530 PW Equip - ReprParts CHECK 493944 TOTAL:840.97 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User: 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 493945 03/29/2024 PRTD 102456 GALLS PARENT HOLDINGS LLC 027157403 02/21/2024 20240329 56.63 Invoice: 027157403 Duty Pants - Soto-Ortiz 56.63 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 027238505 02/29/2024 20240329 167.12 Invoice: 027238505 Softshell Fleece - VanPelt 167.12 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 027269617 03/04/2024 20240329 334.94 Invoice: 027269617 Class A Dress Coat - Soto-Ortiz 334.94 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 027282590 03/05/2024 20240329 73.87 Invoice: 027282590 L/S Duty Shirt - Soto-Ortiz 73.87 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 027282594 03/05/2024 20240329 334.94 Invoice: 027282594 Class A Dress Coat - Rasmussen 334.94 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 027282601 03/05/2024 20240329 84.99 Invoice: 027282601 Class A Dress Shoes - Soto-Ortiz 84.99 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 027282602 03/05/2024 20240329 84.99 Invoice: 027282602 Class A Dress Shoe - Davis 84.99 13013000 6203 Pol Ad Gen - Uniforms CHECK 493945 TOTAL: 1,137.48 493946 03/29/2024 PRTD 160943 GIESENBRAU BIER CO 20903 03/15/2024 20240329 565.00 Invoice: 20903 PO 39090 565.00 5800 1354 Liquor BS - Inv Beer CHECK 493946 TOTAL: 565.00 493947 03/29/2024 PRTD 101351 GILBERT MECHANICAL CONTRACTORS LL 242605 02/28/2024 20240329 7,769.00 Invoice: 242605 7,769.00 16116103 6103 Senior Cen - Prof Svrs CHECK 493947 TOTAL: 7,769.00 493948 03/29/2024 PRTD 161001 GOLDEN VALLEY SUPPLY CO 0427051-IN 03/05/2024 20240329 538.82 Invoice: 0427051-IN 538.82 58158100 6180 Sthdl AdGe - Rep&Maint City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User: 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 CHECK 493948 TOTAL: 538.82 493949 03/29/2024 PRTD 100780 GOPHER STATE ONE CALL 4020366 02/29/2024 20240329 391.50 Invoice: 4020366 391.50 59059003 6103 Wat Distr - Prof Svrs CHECK 493949 TOTAL: 391.50 493950 03/29/2024 PRTD 101103 WW GRAINGER 9038567708 03/01/2024 20240329 92.16 Invoice: 9038567708 30.72 14014001 6610 Gen Mntce - Saf Equip 30.72 59059003 6610 Wat Distr - Saf Equip 30.72 17017006 6610 Bldg Maint - Saf Equip CHECK 493950 TOTAL: 92.16 493951 03/29/2024 PRTD 100797 HAWKINS INC 6700982 03/01/2024 20240329 6,308.73 Invoice: 6700982 6,308.73 59059005 6545 Wat Treat - Chemicals CHECK 493951 TOTAL: 6,308.73 493952 03/29/2024 PRTD 143563 HEADFLYER BREWING E-5780 03/15/2024 20240329 96.00 Invoice: E-5780 PO 39064 96.00 5800 1356 Liquor BS - Inventory THC Bev HEADFLYER BREWING E-5781 03/15/2024 20240329 189.00 Invoice: E-5781 PO 39063 189.00 5800 1354 Liquor BS - Inv Beer CHECK 493952 TOTAL: 285.00 493953 03/29/2024 PRTD 103085 HENNEPIN COUNTY 2024 Truth Taxation 03/12/2024 20240329 8,874.13 Invoice: 2024 Truth Taxation TRUTH IN TAXATION NOTICES 8,874.13 10800000 6406 Finance - SupOther CHECK 493953 TOTAL: 8,874.13 493954 03/29/2024 PRTD 137677 HAMMEL GREEN AND ABRAHAMSON INC 248306 03/01/2024 20240329 4,639.66 Invoice: 248306 City Wide Solar Feasibility St 4,639.66 E ENG23114.PRELIM DES.SERVICES . 25000000 6103 CAS - Prof Svrs City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User:MSchauerProgram ID: apcshdsb Page 20 CASH ACCOUNT: 9999 1012 Control BS - CashAPCHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC CHECK 493954 TOTAL: 4,639.66 493955 03/29/2024 PRTD 104375 HOHENSTEINS INC 697072 03/12/2024 20240329 1,777.50 Invoice: 697072 PO 38885 1,777.50 5800 1354 Liquor BS - Inv Beer HOHENSTEINS INC 697067 03/12/2024 20240329 794.00 Invoice: 697067 PO 38967 794.00 5800 1356 Liquor BS - Inventory THC Bev HOHENSTEINS INC 697069 03/12/2024 20240329 1,065.30 Invoice: 697069 PO 38940 1,065.30 5800 1354 Liquor BS - Inv Beer HOHENSTEINS INC 697068 03/12/2024 20240329 147.00 Invoice: 697068 PO 38943 147.00 5800 1355 Liquor BS - Inv Misc HOHENSTEINS INC 697070 03/12/2024 20240329 1,779.00 Invoice: 697070 PO 38887 1,779.00 5800 1356 Liquor BS - Inventory THC Bev HOHENSTEINS INC 697071 03/12/2024 20240329 120.00 Invoice: 697071 PO 38886 120.00 5800 1355 Liquor BS - Inv Misc HOHENSTEINS INC 697074 03/12/2024 20240329 361.20 Invoice: 697074 PO 38877 361.20 5800 1354 Liquor BS - Inv Beer CHECK 493955 TOTAL: 6,044.00 493956 03/29/2024 PRTD 160569 MIDWEST WASH SYSTEMS 20249 02/28/2024 20240329 489.46 Invoice: 20249 489.46 63063001 6238 Facilities Car Wash CHECK 493956 TOTAL:489.46 493957 03/29/2024 PRTD 146427 LUCID BREWING LLC 18035 03/13/2024 20240329 153.00 Invoice: 18035 PO 39045 153.00 5800 1354 Liquor BS - Inv Beer LUCID BREWING LLC 18039 03/13/2024 20240329 42.00 Invoice: 18039 PO 39088 42.00 5800 1354 Liquor BS - Inv Beer CHECK 493957 TOTAL:195.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User: 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 493958 03/29/2024 PRTD 146407 INGCO INTERNATIONAL 605840 02/06/2024 20240329 4,750.00 Invoice: 605840 Spring/Summer'24 Activities Directory Translations 4,750.00 16000000 6575 Park Admin - Printing CHECK 493958 TOTAL: 4,750.00 493959 03/29/2024 PRTD 160653 INSIGHT BREWING COMPANY LLC 13144 03/13/2024 20240329 228.59 Invoice: 13144 PO 39086 228.59 5800 1354 Liquor BS - Inv Beer INSIGHT BREWING COMPANY LLC 13150 03/13/2024 20240329 229.29 Invoice: 13150 PO 39068 229.29 5800 1354 Liquor BS - Inv Beer INSIGHT BREWING COMPANY LLC 13141 03/13/2024 20240329 570.00 Invoice: 13141 PO 39069 570.00 5800 1356 Liquor BS - Inventory THC Bev CHECK 493959 TOTAL: 1,027.88 493960 03/29/2024 PRTD 160768 I & S GROUP INC 101545 01/31/2024 20240329 11,000.00 Invoice: 101545 Braemar Golf Dome F&B Expansio 11,000.00 52100000 6103 Golf Dome - Prof Svrs CHECK 493960 TOTAL: 11,000.00 493961 03/29/2024 PRTD 100828 JERRY'S ENTERPRISES INC Feb STMT 2024 03/01/2024 20240329 20.95 Invoice: Feb STMT 2024 2/1/24-2/29/24 20.95 13013000 6406 Pol Ad Gen - SupOther CHECK 493961 TOTAL: 20.95 493962 03/29/2024 PRTD 100828 GREAT RIVERS PRINTING 74275 03/04/2024 20240329 400.00 Invoice: 74275 Water bottle stickers for SOTC 400.00 10410400 6136 Comm Gen - PrfSvOther CHECK 493962 TOTAL: 400.00 493963 03/29/2024 PRTD 102146 JESSEN PRESS INC 691947 02/29/2024 20240329 3,265.00 Invoice: 691947 "Edition: Edina" printing - February 3,265.00 10410400 6123 Comm Gen - Mgzn/News CHECK 493963 TOTAL: 3,265.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User:MSchauerProgram ID: apcshdsb Page 22 CASH ACCOUNT: 9999 1012 Control BS - CashAPCHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC 493964 03/29/2024 PRTD 132592 JF AHERN CO 638716 03/07/2024 20240329 265.00 Invoice: 638716 sprinkler monthly 265.00 52100000 6230 Golf Dome - SrvCntrcts CHECK 493964 TOTAL:265.00 493965 03/29/2024 PRTD 100835 ARTISAN BEER COMPANY 3666893 03/14/2024 20240329 336.75 Invoice: 3666893 PO 39154 336.75 5800 1354 Liquor BS - Inv Beer ARTISAN BEER COMPANY 3666897 03/14/2024 20240329 973.85 Invoice: 3666897 PO 39133 973.85 5800 1356 Liquor BS - Inventory THC Bev ARTISAN BEER COMPANY 3666894 03/14/2024 20240329 346.25 Invoice: 3666894 PO 39144 346.25 5800 1356 Liquor BS - Inventory THC Bev ARTISAN BEER COMPANY 3666896 03/14/2024 20240329 749.78 Invoice: 3666896 PO 39132 749.78 5800 1354 Liquor BS - Inv Beer ARTISAN BEER COMPANY 3666895 03/14/2024 20240329 2,764.05 Invoice: 3666895 PO 39142 2,764.05 5800 1354 Liquor BS - Inv Beer ARTISAN BEER COMPANY 386453 03/06/2024 20240329 -18.48 Invoice: 386453 RMA 13149 -18.48 5800 1354 Liquor BS - Inv Beer ARTISAN BEER COMPANY 385087 02/23/2024 20240329 -167.52 Invoice: 385087 RMA 13049 -167.52 5800 1354 Liquor BS - Inv Beer ARTISAN BEER COMPANY 386962 03/15/2024 20240329 -272.00 Invoice: 386962 RMA 13305 -272.00 5800 1354 Liquor BS - Inv Beer CHECK 493965 TOTAL: 4,712.68 493966 03/29/2024 PRTD 100835 PHILLIPS WINE & SPIRITS 6752466 03/14/2024 20240329 694.60 Invoice: 6752466 PO 39117 26.60 58058001 5513 50th Sell - CGS Wine 668.00 5800 1353 Liquor BS - Inv Wine PHILLIPS WINE & SPIRITS 6752467 03/14/2024 20240329 838.40 Invoice: 6752467 PO 39119 8.40 58058001 5513 50th Sell - CGS Wine 830.00 5800 1353 Liquor BS - Inv Wine City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User: 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 PHILLIPS WINE & SPIRITS 6752468 03/14/2024 20240329 817.20 Invoice: 6752468 PO 39118 25.20 58058001 5513 50th Sell - CGS Wine 792.00 5800 1353 Liquor BS - Inv Wine PHILLIPS WINE & SPIRITS 6752470 03/14/2024 20240329 843.20 Invoice: 6752470 PO 39121 11.20 58058001 5513 50th Sell - CGS Wine 832.00 5800 1353 Liquor BS - Inv Wine PHILLIPS WINE & SPIRITS 6752481 03/14/2024 20240329 408.90 Invoice: 6752481 PO 38910 4.20 58058001 5512 50th Sell - CGS Liq 404.70 5800 1352 Liquor BS - Inv Liq PHILLIPS WINE & SPIRITS 6752479 03/14/2024 20240329 134.05 Invoice: 6752479 PO 39020 4.20 58258201 5515 Grnd Sell - CGS Other 129.85 5800 1355 Liquor BS - Inv Misc PHILLIPS WINE & SPIRITS 6752474 03/14/2024 20240329 355.45 Invoice: 6752474 PO 38949 8.40 58158101 5515 Sthdl Sell - CGS Other 347.05 5800 1355 Liquor BS - Inv Misc PHILLIPS WINE & SPIRITS 6752476 03/15/2024 20240329 976.80 Invoice: 6752476 PO 39129 16.80 58258201 5513 Grnd Sell - CGS Wine 960.00 5800 1353 Liquor BS - Inv Wine PHILLIPS WINE & SPIRITS 6752477 03/15/2024 20240329 1,579.60 Invoice: 6752477 PO 39130 19.60 58258201 5513 Grnd Sell - CGS Wine 1,560.00 5800 1353 Liquor BS - Inv Wine PHILLIPS WINE & SPIRITS 6752469 03/14/2024 20240329 2,057.25 Invoice: 6752469 PO 38951 26.60 58158101 5512 Sthdl Sell - CGS Liq 2,030.65 5800 1352 Liquor BS - Inv Liq PHILLIPS WINE & SPIRITS 6752480 03/14/2024 20240329 1,812.78 Invoice: 6752480 PO 39126 28.00 58158101 5513 Sthdl Sell - CGS Wine 1,784.78 5800 1353 Liquor BS - Inv Wine PHILLIPS WINE & SPIRITS 6752475 03/14/2024 20240329 1,271.20 Invoice: 6752475 PO 39128 39.20 58258201 5513 Grnd Sell - CGS Wine 1,232.00 5800 1353 Liquor BS - Inv Wine PHILLIPS WINE & SPIRITS 6752478 03/14/2024 20240329 1,379.50 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User: 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 Invoice: 6752478 PO 39131 42.00 58258201 5513 Grnd Sell - CGS Wine 1,337.50 5800 1353 Liquor BS - Inv Wine PHILLIPS WINE & SPIRITS 6752471 03/14/2024 20240329 1,966.20 Invoice: 6752471 PO 39123 74.20 58158101 5513 Sthdl Sell - CGS Wine 1,892.00 5800 1353 Liquor BS - Inv Wine PHILLIPS WINE & SPIRITS 6752472 03/14/2024 20240329 939.20 Invoice: 6752472 PO 39124 11.20 58158101 5513 Sthdl Sell - CGS Wine 928.00 5800 1353 Liquor BS - Inv Wine PHILLIPS WINE & SPIRITS 6752473 03/14/2024 20240329 1,051.20 Invoice: 6752473 PO 39125 11.20 58158101 5513 Sthdl Sell - CGS Wine 1,040.00 5800 1353 Liquor BS - Inv Wine PHILLIPS WINE & SPIRITS 6752482 03/15/2024 20240329 720.80 Invoice: 6752482 PO 39021 5.60 58258201 5512 Grnd Sell - CGS Liq 715.20 5800 1352 Liquor BS - Inv Liq PHILLIPS WINE & SPIRITS 519102 02/26/2024 20240329 -5.60 Invoice: 519102 RMA 13045 -5.60 5800 1355 Liquor BS - Inv Misc PHILLIPS WINE & SPIRITS 507657 02/17/2024 20240329 -13.33 Invoice: 507657 RMA 13032 -13.33 5800 1353 Liquor BS - Inv Wine CHECK 493966 TOTAL: 17,827.40 493967 03/29/2024 PRTD 100835 WINE MERCHANTS 7465252 03/14/2024 20240329 69.40 Invoice: 7465252 PO 38968 1.40 58158101 5515 Sthdl Sell - CGS Other 68.00 5800 1355 Liquor BS - Inv Misc WINE MERCHANTS 7465253 03/15/2024 20240329 6,616.30 Invoice: 7465253 PO 39148 48.30 58258201 5513 Grnd Sell - CGS Wine 6,568.00 5800 1353 Liquor BS - Inv Wine WINE MERCHANTS 7465250 03/14/2024 20240329 364.20 Invoice: 7465250 PO 39037 4.20 58258201 5513 Grnd Sell - CGS Wine 360.00 5800 1353 Liquor BS - Inv Wine WINE MERCHANTS 7465249 03/14/2024 20240329 4,035.52 Invoice: 7465249 PO 38969 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User: 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 23.10 58158101 5513 Sthdl Sell - CGS Wine 4,012.42 5800 1353 Liquor BS - Inv Wine CHECK 493967 TOTAL: 11,085.42 493968 03/29/2024 PRTD 100835 JOHNSON BROTHERS LIQUOR CO 2501246 03/14/2024 20240329 5,329.16 Invoice: 2501246 PO 38936 52.50 58158101 5512 Sthdl Sell - CGS Liq 5,276.66 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2501240 03/14/2024 20240329 345.02 Invoice: 2501240 PO 39108 5.60 58058001 5513 50th Sell - CGS Wine 339.42 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2501249 03/14/2024 20240329 150.80 Invoice: 2501249 PO 39150 2.80 58058001 5513 50th Sell - CGS Wine 148.00 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2501255 03/14/2024 20240329 384.40 Invoice: 2501255 PO 38904 8.40 58058001 5513 50th Sell - CGS Wine 376.00 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2501239 03/14/2024 20240329 637.70 Invoice: 2501239 PO 38907 5.60 58058001 5512 50th Sell - CGS Liq 632.10 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2501254 03/14/2024 20240329 309.90 Invoice: 2501254 PO 39149 8.40 58058001 5512 50th Sell - CGS Liq 301.50 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2501260 03/14/2024 20240329 33.40 Invoice: 2501260 PO 39001 1.40 58258201 5515 Grnd Sell - CGS Other 32.00 5800 1355 Liquor BS - Inv Misc JOHNSON BROTHERS LIQUOR CO 2501238 03/14/2024 20240329 69.80 Invoice: 2501238 PO 39210 2.80 58158101 5515 Sthdl Sell - CGS Other 67.00 5800 1355 Liquor BS - Inv Misc JOHNSON BROTHERS LIQUOR CO 2501247 03/14/2024 20240329 266.80 Invoice: 2501247 PO 38937 2.80 58158101 5515 Sthdl Sell - CGS Other 264.00 5800 1355 Liquor BS - Inv Misc JOHNSON BROTHERS LIQUOR CO 2501241 03/14/2024 20240329 1,090.75 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User:MSchauerProgram ID: apcshdsb Page 26 CASH ACCOUNT: 9999 1012 Control BS - CashAPCHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC Invoice: 2501241 PO 39109 11.20 58158101 5512 Sthdl Sell - CGS Liq 1,079.55 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2501250 03/14/2024 20240329 1,738.71 Invoice: 2501250 PO 38941 21.71 58158101 5512 Sthdl Sell - CGS Liq 1,717.00 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2501257 03/14/2024 20240329 2,281.40 Invoice: 2501257 PO 38938 43.40 58158101 5512 Sthdl Sell - CGS Liq 2,238.00 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2501252 03/15/2024 20240329 624.80 Invoice: 2501252 PO 39005 16.80 58258201 5513 Grnd Sell - CGS Wine 608.00 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2501243 03/14/2024 20240329 1,405.14 Invoice: 2501243 PO 39111 19.60 58258201 5513 Grnd Sell - CGS Wine 1,385.54 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2501258 03/14/2024 20240329 529.80 Invoice: 2501258 PO 39003 9.80 58258201 5513 Grnd Sell - CGS Wine 520.00 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2501244 03/14/2024 20240329 1,259.20 Invoice: 2501244 PO 39112 11.20 58258201 5512 Grnd Sell - CGS Liq 1,248.00 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2501248 03/14/2024 20240329 2,570.61 Invoice: 2501248 PO 39104 19.60 58258201 5512 Grnd Sell - CGS Liq 2,551.01 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2501253 03/14/2024 20240329 480.10 Invoice: 2501253 PO 39004 5.60 58258201 5512 Grnd Sell - CGS Liq 474.50 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2501242 03/14/2024 20240329 991.48 Invoice: 2501242 PO 39110 14.00 58158101 5513 Sthdl Sell - CGS Wine 977.48 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2501251 03/14/2024 20240329 327.00 Invoice: 2501251 PO 38942 7.00 58158101 5513 Sthdl Sell - CGS Wine City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User: 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 320.00 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2501256 03/14/2024 20240329 1,618.60 Invoice: 2501256 PO 38939 26.60 58158101 5513 Sthdl Sell - CGS Wine 1,592.00 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2501259 03/14/2024 20240329 2,740.55 Invoice: 2501259 PO 39002 58.80 58258201 5512 Grnd Sell - CGS Liq 2,681.75 5800 1352 Liquor BS - Inv Liq CHECK 493968 TOTAL: 25,185.12 493969 03/29/2024 PRTD 105171 KEYS WELL DRILLING COMPANY INC 2023130 02/29/2024 20240329 61,325.50 Invoice: 2023130 Well Rehab- Well 5 61,325.50 E PW23003 .CONSTRUCTN. . 59005900 1605 Wat BS - PurchCIP CHECK 493969 TOTAL: 61,325.50 493970 03/29/2024 PRTD 124002 KIMLEY-HORN AND ASSOCIATES INC 27386802 02/29/2024 20240329 1,590.22 Invoice: 27386802 Eng Services Public Works Tren 1,590.22 E ENG22108.DESIGN&BID.CONSULTING. 40840801 6103 Faclt CP - Prof Svrs KIMLEY-HORN AND ASSOCIATES INC 27407206 02/29/2024 20240329 1,000.00 Invoice: 27407206 Grandview Ramp--Structural Test 1,000.00 E ENG98003.MISCELLAN .SERVICES . 40840801 6103 Faclt CP - Prof Svrs CHECK 493970 TOTAL: 2,590.22 493971 03/29/2024 PRTD 160737 WEYAND COMPANIES LLC 000926 02/28/2024 20240329 115.00 Invoice: 000926 115.00 61061005 6180 Police Eq - Rep&Maint WEYAND COMPANIES LLC 000927 02/29/2024 20240329 118.00 Invoice: 000927 118.00 61061005 6180 Police Eq - Rep&Maint WEYAND COMPANIES LLC 000872 03/04/2024 20240329 149.00 Invoice: 000872 149.00 61061005 6180 Police Eq - Rep&Maint City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User:MSchauerProgram ID: apcshdsb Page 28 CASH ACCOUNT: 9999 1012 Control BS - CashAPCHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC CHECK 493971 TOTAL:382.00 493972 03/29/2024 PRTD 151024 LA DONA SBC 6975 03/13/2024 20240329 124.00 Invoice: 6975 PO 39046 124.00 5800 1354 Liquor BS - Inv Beer CHECK 493972 TOTAL:124.00 493973 03/29/2024 PRTD 139451 LANDBRIDGE ECOLOGICAL INC 2430 03/04/2024 20240329 79,876.00 Invoice: 2430 Braemar Park Invasive Vegetation 79,876.00 E P&R23208.CONSTRUCTN.. 40900000 6716 P&R CP - CapParks CHECK 493973 TOTAL: 79,876.00 493974 03/29/2024 PRTD 116876 LANGUAGE LINE SERVICES 11241398 02/29/2024 20240329 36.00 Invoice: 11241398 Over-the-phone interpretation 36.00 10410400 6103 Comm Gen - Prof Svrs CHECK 493974 TOTAL:36.00 493975 03/29/2024 PRTD 101220 LANO EQUIPMENT INC 01-1058588 02/24/2024 20240329 144.10 Invoice: 01-1058588 144.10 61061004 6530 PW Equip - ReprParts CHECK 493975 TOTAL:144.10 493976 03/29/2024 PRTD 100852 LAWSON PRODUCTS INC 9311335805 02/28/2024 20240329 43.50 Invoice: 9311335805 43.50 61061004 6530 PW Equip - ReprParts LAWSON PRODUCTS INC 9311339782 02/29/2024 20240329 407.79 Invoice: 9311339782 407.79 14014007 6531 Trfc Safty - Sgns&Psts LAWSON PRODUCTS INC 9311339783 02/29/2024 20240329 945.82 Invoice: 9311339783 945.82 61061004 6530 PW Equip - ReprParts CHECK 493976 TOTAL: 1,397.11 493977 03/29/2024 PRTD 134957 LEACH LAW OFFICE LLC 02-2024 02/29/2024 20240329 22,988.27 Invoice: 02-2024 File No. 0656.001 22,988.27 13013001 6131 Legal Srv - PrfSvLegal City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User:MSchauerProgram ID: apcshdsb Page 29 CASH ACCOUNT: 9999 1012 Control BS - CashAPCHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC CHECK 493977 TOTAL: 22,988.27 493978 03/29/2024 PRTD 103217 LHB INC 230407.00-1 01/16/2024 20240329 19,653.68 Invoice: 230407.00-1 France Av ped crossing - conceptual work 19,653.68 26126100 6136 Cent TIF - PrfSvOther CHECK 493978 TOTAL: 19,653.68 493979 03/29/2024 PRTD 135867 LIBATION PROJECT 69252 03/12/2024 20240329 110.00 Invoice: 69252 PO 39011 2.00 58258201 5513 Grnd Sell - CGS Wine 108.00 5800 1353 Liquor BS - Inv Wine LIBATION PROJECT 69251 03/12/2024 20240329 516.08 Invoice: 69251 PO 39099 8.00 58158101 5513 Sthdl Sell - CGS Wine 508.08 5800 1353 Liquor BS - Inv Wine LIBATION PROJECT 69372 03/14/2024 20240329 1,280.12 Invoice: 69372 PO 39062 20.00 58058001 5513 50th Sell - CGS Wine 1,260.12 5800 1353 Liquor BS - Inv Wine CHECK 493979 TOTAL: 1,906.20 493980 03/29/2024 PRTD 160832 LOOPUP LLC 5203566 02/29/2024 20240329 276.56 Invoice: 5203566 Operator for Town Talk 276.56 10110100 6103 Admin Gen - Prof Svrs CHECK 493980 TOTAL:276.56 493981 03/29/2024 PRTD 160548 LUCE LINE BREWING CO LLC E-2292 03/14/2024 20240329 130.00 Invoice: E-2292 PO 39084 130.00 5800 1354 Liquor BS - Inv Beer LUCE LINE BREWING CO LLC E-2287 03/14/2024 20240329 402.00 Invoice: E-2287 PO 39050 402.00 5800 1356 Liquor BS - Inventory THC Bev LUCE LINE BREWING CO LLC E-2288 03/14/2024 20240329 130.00 Invoice: E-2288 PO 39048 130.00 5800 1354 Liquor BS - Inv Beer CHECK 493981 TOTAL:662.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User:MSchauerProgram ID: apcshdsb Page 30 CASH ACCOUNT: 9999 1012 Control BS - CashAPCHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC 493982 03/29/2024 PRTD 135835 CENTURYLINK-ACCESS BILL 5142XLP6S3-2024068 03/08/2024 20240329 1,242.00 Invoice: 5142XLP6S3-2024068 1,242.00 21000000 6102 E911 - Contr Svrs CHECK 493982 TOTAL: 1,242.00 493983 03/29/2024 PRTD 141916 LUPULIN BREWING COMPANY 59264 03/13/2024 20240329 267.00 Invoice: 59264 PO 39051 267.00 5800 1354 Liquor BS - Inv Beer CHECK 493983 TOTAL:267.00 493984 03/29/2024 PRTD 123848 LVC COMPANIES INC 136143 02/28/2024 20240329 6,043.00 Invoice: 136143 Perform 3 year full trip test and 3 year air test 6,043.00 71071001 6136 Main Bldng - PrfSvOther LVC COMPANIES INC 136566 02/29/2024 20240329 1,024.00 Invoice: 136566 1,024.00 E ENG22112.CONSTRUCTN.. 40840801 6103 Faclt CP - Prof Svrs LVC COMPANIES INC 136643 02/29/2024 20240329 1,604.00 Invoice: 136643 Second year of monitoring and 1,604.00 15515500 6102 Faclt Gen - Contr Svrs CHECK 493984 TOTAL: 8,671.00 493985 03/29/2024 PRTD 161006 MAGICAL MOMENTS LLC 24EP0015 03/08/2024 20240329 250.00 Invoice: 24EP0015 Performance: Apr 4 2024 250.00 54054000 6103 Admin - Prof Svrs CHECK 493985 TOTAL:250.00 493986 03/29/2024 PRTD 160297 MARIE RIDGEWAY LICSW LLC 2644 03/03/2024 20240329 1,520.00 Invoice: 2644 1,520.00 13013000 6175 Pol Ad Gen - EmpExams CHECK 493986 TOTAL: 1,520.00 493987 03/29/2024 PRTD 122554 MATHESON TRI-GAS INC 0029306114 02/29/2024 20240329 300.03 Invoice: 0029306114 HRCM 400CYLMGMTFEE 300.03 12012000 6510 Fire Gen - SupFrstAid MATHESON TRI-GAS INC 0029306570 02/29/2024 20240329 75.08 Invoice: 0029306570 HRCM 400CYLMGMTFEE City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User:MSchauerProgram ID: apcshdsb Page 31 CASH ACCOUNT: 9999 1012 Control BS - CashAPCHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC 75.08 12012000 6510 Fire Gen - SupFrstAid CHECK 493987 TOTAL:375.11 493988 03/29/2024 PRTD 141215 MAVERICK WINE LLC INV1196755 03/13/2024 20240329 402.78 Invoice: INV1196755 PO 39057 10.50 58158101 5513 Sthdl Sell - CGS Wine 392.28 5800 1353 Liquor BS - Inv Wine MAVERICK WINE LLC INV1196747 03/13/2024 20240329 402.78 Invoice: INV1196747 PO 39056 10.50 58058001 5513 50th Sell - CGS Wine 392.28 5800 1353 Liquor BS - Inv Wine MAVERICK WINE LLC INV1196753/1196722 03/13/2024 20240329 234.66 Invoice: INV1196753/1196722 PO 39058 10.50 58258201 5513 Grnd Sell - CGS Wine 224.16 5800 1353 Liquor BS - Inv Wine MAVERICK WINE LLC INV1196762 03/13/2024 20240329 1,826.04 Invoice: INV1196762 PO 39176 9.00 58258201 5512 Grnd Sell - CGS Liq 1,817.04 5800 1352 Liquor BS - Inv Liq MAVERICK WINE LLC INV1197946 03/14/2024 20240329 1,323.00 Invoice: INV1197946 PO 39113 / PO 39396 27.00 58058001 5513 50th Sell - CGS Wine 1,296.00 5800 1353 Liquor BS - Inv Wine MAVERICK WINE LLC INV1197959 03/15/2024 20240329 1,470.00 Invoice: INV1197959 PO 39115 30.00 58258201 5513 Grnd Sell - CGS Wine 1,440.00 5800 1353 Liquor BS - Inv Wine MAVERICK WINE LLC INV1197952 03/14/2024 20240329 1,323.00 Invoice: INV1197952 PO 39114 27.00 58158101 5513 Sthdl Sell - CGS Wine 1,296.00 5800 1353 Liquor BS - Inv Wine CHECK 493988 TOTAL: 6,982.26 493989 03/29/2024 PRTD 160316 MEARS ELECTRIC INC 8633 02/21/2024 20240329 5,580.97 Invoice: 8633 5,580.97 E POL23200.MISCELLAN .. 13213200 6406 Patrol Gen - SupOther CHECK 493989 TOTAL: 5,580.97 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User:MSchauerProgram ID: apcshdsb Page 32 CASH ACCOUNT: 9999 1012 Control BS - CashAPCHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC 493990 03/29/2024 PRTD 146040 STRAYER, JUSTIN IN-9193 03/14/2024 20240329 812.50 Invoice: IN-9193 PO 38872 812.50 5800 1354 Liquor BS - Inv Beer CHECK 493990 TOTAL:812.50 493991 03/29/2024 PRTD 101483 MENARDS 99648 03/08/2024 20240329 39.75 Invoice: 99648 39.75 14014000 6406 PW Adm Gen - SupOther MENARDS 99579 03/07/2024 20240329 48.12 Invoice: 99579 48.12 55055001 6406 Bldg/Grnds - SupOther MENARDS 99572 03/07/2024 20240329 62.17 Invoice: 99572 62.17 14014006 6406 Snow Rem - SupOther MENARDS 99577 03/07/2024 20240329 104.60 Invoice: 99577 104.60 52052000 6406 Golf Gen - SupOther MENARDS 99383-6572 03/04/2024 20240329 119.78 Invoice: 99383-6572 119.78 17017006 6406 Bldg Maint - SupOther CHECK 493991 TOTAL:374.42 493992 03/29/2024 PRTD 134067 METRO BLOOMS 1850 01/27/2024 20240329 600.00 Invoice: 1850 Blue Thumb Partner Fees 2024 600.00 59259205 6105 Stm EngSrv - Dues&Sub CHECK 493992 TOTAL:600.00 493993 03/29/2024 PRTD 102507 METRO VOLLEYBALL OFFICIALS ASSOCI 2195 03/13/2024 20240329 306.00 Invoice: 2195 306.00 16116100 6103 Athltc Act - Prof Svrs CHECK 493993 TOTAL:306.00 493994 03/29/2024 PRTD 104650 MICRO CENTER 10080349 03/07/2024 20240329 69.99 Invoice: 10080349 HDMI Splitter for Communications 69.99 10410402 6410 Video Pro - SupVidProd CHECK 493994 TOTAL:69.99 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User: 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 493995 03/29/2024 PRTD 134387 MIDWEST MAILING SYSTEMS INC 79808 01/16/2024 20240329 230.05 Invoice: 79808 Nolan Mains Snow Removal Postcard 230.05 E ENG98001.MISCELLAN .SERVICES . 40840801 6103 Faclt CP - Prof Svrs CHECK 493995 TOTAL: 230.05 493996 03/29/2024 PRTD 123909 MINNESOTA SODDING COMPANY LLC 12362 02/29/2024 20240329 3,201.85 Invoice: 12362 Braemar Field -spring clean and groom 3,201.85 56056001 6103 Bldg/Grnds - Prof Svrs CHECK 493996 TOTAL: 3,201.85 493997 03/29/2024 PRTD 128914 BJKK DEVELOPMENT 35946 02/29/2024 20240329 50.80 Invoice: 35946 50.80 12100000 6575 Build Insp - Printing BJKK DEVELOPMENT 35948 02/29/2024 20240329 107.96 Invoice: 35948 107.96 12100000 6575 Build Insp - Printing BJKK DEVELOPMENT 35956 02/29/2024 20240329 52.50 Invoice: 35956 Council Chambers nameplates 52.50 10000000 6106 City Cncl - Meet Exp BJKK DEVELOPMENT 35945 02/29/2024 20240329 45.00 Invoice: 35945 2024 Legislative Priorities Booklet 45.00 10000000 6406 City Cncl - SupOther CHECK 493997 TOTAL: 256.26 493998 03/29/2024 PRTD 101629 MITCHELL1 30659290 02/28/2024 20240329 1,036.80 Invoice: 30659290 1,036.80 61061004 6160 PW Equip - Sftwr&Data CHECK 493998 TOTAL: 1,036.80 493999 03/29/2024 PRTD 138171 MOBOTREX INC 272129 02/28/2024 20240329 1,999.00 Invoice: 272129 1,999.00 15415403 6180 Trfc Signl - Rep&Maint MOBOTREX INC 272218 03/04/2024 20240329 5,032.00 Invoice: 272218 5,032.00 15415403 6180 Trfc Signl - Rep&Maint City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User:MSchauerProgram ID: apcshdsb Page 34 CASH ACCOUNT: 9999 1012 Control BS - CashAPCHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC CHECK 493999 TOTAL: 7,031.00 494000 03/29/2024 PRTD 140955 MODIST BREWING LLC E-49011 03/12/2024 20240329 483.33 Invoice: E-49011 PO 39013 483.33 5800 1356 Liquor BS - Inventory THC Bev MODIST BREWING LLC E-49010 03/12/2024 20240329 352.00 Invoice: E-49010 PO 39015 352.00 5800 1354 Liquor BS - Inv Beer MODIST BREWING LLC E-49012 03/12/2024 20240329 170.00 Invoice: E-49012 PO 38888 170.00 5800 1354 Liquor BS - Inv Beer MODIST BREWING LLC E-49013 03/12/2024 20240329 400.00 Invoice: E-49013 PO 38889 400.00 5800 1356 Liquor BS - Inventory THC Bev CHECK 494000 TOTAL: 1,405.33 494001 03/29/2024 PRTD 143339 MR CUTTING EDGE 6301 02/29/2024 20240329 398.00 Invoice: 6301 398.00 55055003 6230 Ice Maint - Service Contracts CHECK 494001 TOTAL:398.00 494002 03/29/2024 PRTD 100683 CHEMSEARCH 8603897 03/07/2024 20240329 851.49 Invoice: 8603897 851.49 55055001 6230 Bldg/Grnds - SrvCntrcts CHECK 494002 TOTAL:851.49 494003 03/29/2024 PRTD 100076 NEW FRANCE WINE CO 219922 03/13/2024 20240329 951.00 Invoice: 219922 PO 39059 15.00 58058001 5513 50th Sell - CGS Wine 936.00 5800 1353 Liquor BS - Inv Wine NEW FRANCE WINE CO 219844 03/13/2024 20240329 908.50 Invoice: 219844 PO 39012 12.50 58258201 5513 Grnd Sell - CGS Wine 896.00 5800 1353 Liquor BS - Inv Wine CHECK 494003 TOTAL: 1,859.50 494004 03/29/2024 PRTD 101620 NORTH SECOND STREET STEEL SUPPLY 552767 03/05/2024 20240329 360.00 Invoice: 552767 360.00 14014007 6406 Trfc Safty - SupOther City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User:MSchauerProgram ID: apcshdsb Page 35 CASH ACCOUNT: 9999 1012 Control BS - CashAPCHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC CHECK 494004 TOTAL:360.00 494005 03/29/2024 PRTD 160281 OHLAND COMMERCIAL SERVICES LLC 030124 02/29/2024 20240329 810.00 Invoice: 030124 Monthly snow removal for March 810.00 12012000 6103 Fire Gen - Prof Svrs CHECK 494005 TOTAL:810.00 494006 03/29/2024 PRTD 160033 OLD WORLD BEER LLC 9308 03/15/2024 20240329 418.00 Invoice: 9308 PO 39082 418.00 5800 1354 Liquor BS - Inv Beer OLD WORLD BEER LLC 9310 03/15/2024 20240329 57.00 Invoice: 9310 PO 39212 57.00 5800 1355 Liquor BS - Inv Misc OLD WORLD BEER LLC 9309 03/15/2024 20240329 307.00 Invoice: 9309 PO 38866 307.00 5800 1354 Liquor BS - Inv Beer CHECK 494006 TOTAL:782.00 494007 03/29/2024 PRTD 999998 AETNA 273-23-0349-A 01/03/2024 20240329 216.94 Invoice: 273-23-0349-A AMBULANCE REFUND 216.94 12012000 4329 Fire Gen - Ambulance CHECK 494007 TOTAL:216.94 494008 03/29/2024 PRTD 999998 BCBS MN 273-21-5128-A 01/03/2024 20240329 1,110.23 Invoice: 273-21-5128-A AMBULANCE REFUND 1,110.23 12012000 4329 Fire Gen - Ambulance CHECK 494008 TOTAL: 1,110.23 494009 03/29/2024 PRTD 999998 BCBS MN 273-22-5015A-B 01/03/2024 20240329 1,421.60 Invoice: 273-22-5015A-B AMBULANCE REFUND 1,421.60 12012000 4329 Fire Gen - Ambulance CHECK 494009 TOTAL: 1,421.60 494010 03/29/2024 PRTD 999998 BCBS MN 273-22-5035A-A 01/03/2024 20240329 99.88 Invoice: 273-22-5035A-A AMBULANCE REFUND 99.88 12012000 4329 Fire Gen - Ambulance City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User: 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 CHECK 494010 TOTAL: 99.88 494011 03/29/2024 PRTD 999998 BCBS MN 273-23-1837 01/03/2024 20240329 1,206.90 Invoice: 273-23-1837 AMBULANCE REFUND 1,206.90 12012000 4329 Fire Gen - Ambulance CHECK 494011 TOTAL: 1,206.90 494012 03/29/2024 PRTD 999998 BCBS MN 273-23-2020-1 01/03/2024 20240329 1,828.00 Invoice: 273-23-2020-1 AMBULANCE REFUND 1,828.00 12012000 4329 Fire Gen - Ambulance CHECK 494012 TOTAL: 1,828.00 494013 03/29/2024 PRTD 999998 HEALTHPARTNERS 273-22-6522-1 01/03/2024 20240329 389.89 Invoice: 273-22-6522-1 AMBULANCE REFUND 389.89 12012000 4329 Fire Gen - Ambulance CHECK 494013 TOTAL: 389.89 494014 03/29/2024 PRTD 999998 HENNEPIN HEALTH 273-23-1197 01/03/2024 20240329 501.12 Invoice: 273-23-1197 AMBULANCE REFUND 501.12 12012000 4329 Fire Gen - Ambulance CHECK 494014 TOTAL: 501.12 494015 03/29/2024 PRTD 999998 Medica 273-20-5332-A 01/03/2024 20240329 503.64 Invoice: 273-20-5332-A AMBULANCE REFUND 503.64 12012000 4329 Fire Gen - Ambulance CHECK 494015 TOTAL: 503.64 494016 03/29/2024 PRTD 999998 NGS, INC 273-22-6869-A 01/03/2024 20240329 49.85 Invoice: 273-22-6869-A AMBULANCE REFUND 49.85 12012000 4329 Fire Gen - Ambulance CHECK 494016 TOTAL: 49.85 494017 03/29/2024 PRTD 999998 NGS, INC 273-22-6869-B 01/03/2024 20240329 417.93 Invoice: 273-22-6869-B AMBULANCE REFUND 417.93 12012000 4329 Fire Gen - Ambulance CHECK 494017 TOTAL: 417.93 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User:MSchauerProgram ID: apcshdsb Page 37 CASH ACCOUNT: 9999 1012 Control BS - CashAPCHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC 494018 03/29/2024 PRTD 999998 UNITED HEALTHCARE 273-21-0007-A 01/03/2024 20240329 195.36 Invoice: 273-21-0007-A AMBULANCE REFUND 195.36 12012000 4329 Fire Gen - Ambulance CHECK 494018 TOTAL:195.36 494019 03/29/2024 PRTD 999994 Anderson, Peggy 24WELL-Anderson 03/19/2024 20240329 375.00 Invoice: 24WELL-Anderson Well Sealing 375.00 15300000 6406 Eng Serv - SupOther CHECK 494019 TOTAL:375.00 494020 03/29/2024 PRTD 999994 Lund Food Holdings Inc 651270-Refund 03/27/2024 20240329 16,229.08 Invoice: 651270-Refund PID : 1802824410178 16,229.08 1000 2010 GF Bal Sh - Accts Pay CHECK 494020 TOTAL: 16,229.08 494021 03/29/2024 PRTD 999996 Schlesser, Jill 66427489-Refund 03/08/2024 20240329 32.00 Invoice: 66427489-Refund Refund for Cupcakes and Canvas 32.00 51051002 4607 Instrucnal - Class Reg CHECK 494021 TOTAL:32.00 494022 03/29/2024 PRTD 145078 PROACTIVE SPORTS INC 1611082-00 03/01/2024 20240329 451.79 Invoice: 1611082-00 420.00 52005200 1356 Course BS - Inventory 31.79 52052006 5510 Ret Sales - CGS CHECK 494022 TOTAL:451.79 494023 03/29/2024 PRTD 100944 PAUSTIS WINE COMPANY 230763 03/13/2024 20240329 91.00 Invoice: 230763 PO 38947 4.00 58158101 5512 Sthdl Sell - CGS Liq 87.00 5800 1352 Liquor BS - Inv Liq PAUSTIS WINE COMPANY 230768 03/13/2024 20240329 1,224.00 Invoice: 230768 PO 38948 24.00 58158101 5513 Sthdl Sell - CGS Wine 1,200.00 5800 1353 Liquor BS - Inv Wine PAUSTIS WINE COMPANY 230771 03/13/2024 20240329 1,375.00 Invoice: 230771 PO 38909 18.00 58058001 5513 50th Sell - CGS Wine 1,357.00 5800 1353 Liquor BS - Inv Wine City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User: 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 PAUSTIS WINE COMPANY 230769 03/13/2024 20240329 2,625.50 Invoice: 230769 PO 39019 43.50 58258201 5513 Grnd Sell - CGS Wine 2,582.00 5800 1353 Liquor BS - Inv Wine PAUSTIS WINE COMPANY 230350 03/15/2024 20240329 -35.00 Invoice: 230350 RMA 13255/ PO 39213 -35.00 5800 1353 Liquor BS - Inv Wine PAUSTIS WINE COMPANY 230189 03/06/2024 20240329 1,461.00 Invoice: 230189 PO 38704 18.00 58258201 5513 Grnd Sell - CGS Wine 1,443.00 5800 1353 Liquor BS - Inv Wine CHECK 494023 TOTAL: 6,741.50 494024 03/29/2024 PRTD 149249 PEQUOD DISTRIBUTING W-221243 03/14/2024 20240329 395.50 Invoice: W-221243 PO 39081 395.50 5800 1354 Liquor BS - Inv Beer PEQUOD DISTRIBUTING W-221241 03/14/2024 20240329 224.50 Invoice: W-221241 PO 39076 224.50 5800 1355 Liquor BS - Inv Misc PEQUOD DISTRIBUTING W-221239 03/14/2024 20240329 330.50 Invoice: W-221239 PO 39074 330.50 5800 1354 Liquor BS - Inv Beer CHECK 494024 TOTAL: 950.50 494025 03/29/2024 PRTD 120831 1ST SCRIBE INC 262001 03/01/2024 20240329 425.00 Invoice: 262001 ROWAY 425.00 15300000 6103 Eng Serv - Prof Svrs CHECK 494025 TOTAL: 425.00 494026 03/29/2024 PRTD 138081 PETERSON SALT & WATER TREATMENT 216411 02/28/2024 20240329 158.25 Invoice: 216411 water softener salt 158.25 54054001 6406 Operations - SupOther CHECK 494026 TOTAL: 158.25 494027 03/29/2024 PRTD 160794 PILMARK LLC 208160-030124 03/01/2024 20240329 2,714.52 Invoice: 208160-030124 Sales Tax exempt 2,714.52 13013000 6201 Pol Ad Gen - Laundry City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User: 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 494027 TOTAL: 2,714.52 494028 03/29/2024 PRTD 100119 PING INC 17407269 03/05/2024 20240329 1,999.95 Invoice: 17407269 1,900.95 52005200 1356 Course BS - Inventory 99.00 52052006 5510 Ret Sales - CGS CHECK 494028 TOTAL: 1,999.95 494029 03/29/2024 PRTD 100958 PLUNKETT'S PEST CONTROL 8452461 03/01/2024 20240329 69.44 Invoice: 8452461 Pest control service 69.44 51051000 6103 Admin/Ops - Prof Svrs CHECK 494029 TOTAL: 69.44 494030 03/29/2024 PRTD 125979 PRECISE MRM LLC IN200-1047548 02/28/2024 20240329 100.00 Invoice: IN200-1047548 100.00 17017000 6103 Prk Mnt Ad - Prof Svrs PRECISE MRM LLC IN200-1047551 02/28/2024 20240329 1,000.00 Invoice: IN200-1047551 1,000.00 14014006 6103 Snow Rem - Prof Svrs CHECK 494030 TOTAL: 1,100.00 494031 03/29/2024 PRTD 105690 PRO-TEC DESIGN INC 113427 02/29/2024 20240329 11,280.01 Invoice: 113427 Southdale Water Tower Cameras 11,280.01 E POL23200.MISCELLAN . . 13213200 6406 Patrol Gen - SupOther PRO-TEC DESIGN INC 113570 02/29/2024 22400017 20240329 5,807.26 Invoice: 113570 PW Electrical/Sign Shop Card Access 5,807.26 63063001 6530 PW Fac - ReprParts CHECK 494031 TOTAL: 17,087.27 494032 03/29/2024 PRTD 106322 SCHENCK, DAVID 161381 03/04/2024 20240329 1,276.12 Invoice: 161381 1,276.12 55055001 6511 Bldg/Grnds - SupCustod CHECK 494032 TOTAL: 1,276.12 494033 03/29/2024 PRTD 143618 PRYES BREWING COMPANY LLC W-71398 03/13/2024 20240329 498.00 Invoice: W-71398 PO 39052 498.00 5800 1354 Liquor BS - Inv Beer City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User: 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 PRYES BREWING COMPANY LLC W-71407 03/13/2024 20240329 1,152.00 Invoice: W-71407 PO 39083 1,152.00 5800 1354 Liquor BS - Inv Beer CHECK 494033 TOTAL: 1,650.00 494034 03/29/2024 PRTD 100763 QUADIENT, INC 17296159 03/12/2024 20240329 309.70 Invoice: 17296159 309.70 10110100 6235 Admin Gen - Postage CHECK 494034 TOTAL: 309.70 494035 03/29/2024 PRTD 131685 QUADIENT LEASING US, INC. Q1224186 03/01/2024 20240329 207.51 Invoice: Q1224186 Customer No. 00420927 207.51 13013000 6235 Pol Ad Gen - Postage CHECK 494035 TOTAL: 207.51 494036 03/29/2024 PRTD 100972 R & R SPECIALTIES INC 0081562-IN 02/29/2024 20240329 1,670.85 Invoice: 0081562-IN 1,670.85 55055003 6103 Ice Maint - Prof Svrs R & R SPECIALTIES INC 0081565-IN 03/01/2024 20240329 311.55 Invoice: 0081565-IN 311.55 55055003 6103 Ice Maint - Prof Svrs CHECK 494036 TOTAL: 1,982.40 494037 03/29/2024 PRTD 144674 RAMPION USA INC UINV060284 12/08/2023 20240329 118.66 Invoice: UINV060284 105.00 52005200 1356 Course BS - Inventory 13.66 52052006 5510 Ret Sales - CGS CHECK 494037 TOTAL: 118.66 494038 03/29/2024 PRTD 133091 RANGE SERVANT AMERICA INC 131439 02/29/2024 20240329 1,164.00 Invoice: 131439 1,164.00 52052003 6406 Dr Range - SupOther CHECK 494038 TOTAL: 1,164.00 494039 03/29/2024 PRTD 102924 POWERPLAN OIB P4660201 02/29/2024 20240329 247.92 Invoice: P4660201 247.92 61061004 6530 PW Equip - ReprParts City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User:MSchauerProgram ID: apcshdsb Page 41 CASH ACCOUNT: 9999 1012 Control BS - CashAPCHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC POWERPLAN OIB P4668301 03/04/2024 20240329 42.16 Invoice: P4668301 42.16 61061004 6530 PW Equip - ReprParts CHECK 494039 TOTAL:290.08 494040 03/29/2024 PRTD 138298 RED BULL DISTRIBUTION COMPANY INC 2015710625 03/12/2024 20240329 138.70 Invoice: 2015710625 PO 39070 138.70 5800 1355 Liquor BS - Inv Misc CHECK 494040 TOTAL:138.70 494041 03/29/2024 PRTD 100975 MULTI SERVICE TECHNOLOGY SOLUTION 7446596 11/02/2023 20240329 -529.99 Invoice: 7446596 Credit for return of DOtten reMarkable -529.99 62062000 6409 I.T. Gen - SupComp MULTI SERVICE TECHNOLOGY SOLUTION 7928772 03/11/2024 20240329 1,098.99 Invoice: 7928772 reMarkable 2 for Amanda and Kersten 95.00 58058001 6122 50th Sell - AdvOther 95.00 58158101 6122 Sthdl Sell - AdvOther 95.00 58258201 6122 Grnd Sell - AdvOther 813.99 16000000 6406 Park Admin - SupOther CHECK 494041 TOTAL:569.00 494042 03/29/2024 PRTD 127639 MIDWAY FORD COMPANY 819775 03/04/2024 20240329 510.50 Invoice: 819775 510.50 61061005 6530 Police Eq - ReprParts MIDWAY FORD COMPANY CM818571 02/28/2024 20240329 -38.50 Invoice: CM818571 -38.50 61061004 6530 PW Equip - ReprParts MIDWAY FORD COMPANY CM818563 02/28/2024 20240329 -60.83 Invoice: CM818563 -60.83 61061004 6530 PW Equip - ReprParts CHECK 494042 TOTAL:411.17 494043 03/29/2024 PRTD 160330 RYPSTICK GOLF 1010 03/05/2024 20240329 8,812.79 Invoice: 1010 8,812.79 52052004 6406 Instrctn - SupOther RYPSTICK GOLF 1011 03/05/2024 20240329 8,181.74 Invoice: 1011 8,181.74 52052004 6406 Instrctn - SupOther City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User:MSchauerProgram ID: apcshdsb Page 42 CASH ACCOUNT: 9999 1012 Control BS - CashAPCHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC CHECK 494043 TOTAL: 16,994.53 494044 03/29/2024 PRTD 117099 EARL F ANDERSEN INC 0135495-IN 02/28/2024 20240329 7,365.00 Invoice: 0135495-IN 7,365.00 14014007 6531 Trfc Safty - Sgns&Psts CHECK 494044 TOTAL: 7,365.00 494045 03/29/2024 PRTD 144553 SALTCO LLC 128014 02/29/2024 20240329 842.36 Invoice: 128014 842.36 55055001 6230 Bldg/Grnds - SrvCntrcts CHECK 494045 TOTAL:842.36 494046 03/29/2024 PRTD 160574 JEAN, SANDRA 01-2024 01/25/2024 20240329 800.00 Invoice: 01-2024 Jan plant maintenance 800.00 54054001 6541 Operations - TrFlwShrb CHECK 494046 TOTAL:800.00 494047 03/29/2024 PRTD 134643 SHAKOPEE MDEWAKANTON SIOUX COMMUN 1944 03/01/2024 20240329 10,783.20 Invoice: 1944 2/1/2024 to 2/29/2024 10,783.20 59259204 6103 Stm St Cln - Prof Svrs CHECK 494047 TOTAL: 10,783.20 494048 03/29/2024 PRTD 103409 KELBRO COMPANY 2999445 03/14/2024 20240329 159.48 Invoice: 2999445 PO 39209 4.00 58258201 5515 Grnd Sell - CGS Other 155.48 5800 1355 Liquor BS - Inv Misc KELBRO COMPANY 2999518 03/14/2024 20240329 11.62 Invoice: 2999518 PO 39211 4.00 58158101 5515 Sthdl Sell - CGS Other 7.62 5800 1355 Liquor BS - Inv Misc CHECK 494048 TOTAL:171.10 494049 03/29/2024 PRTD 160278 ROHN INDUSTRIES, INC 0019748 03/01/2024 20240329 37.70 Invoice: 0019748 37.70 10210200 6160 Cty Ck Gen - Sftwr&Data CHECK 494049 TOTAL:37.70 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User: 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 494050 03/29/2024 PRTD 111824 SIDEKICK INC 1781 02/29/2024 20240329 5,359.80 Invoice: 1781 Box Scanning 5,359.80 15000000 6513 Eng Gen - SupOffice CHECK 494050 TOTAL: 5,359.80 494051 03/29/2024 PRTD 120784 WALSH GRAPHICS INC 19088 02/28/2024 20240329 56.86 Invoice: 19088 56.86 57057000 6406 General - SupOther WALSH GRAPHICS INC 19057 03/01/2024 20240329 78.13 Invoice: 19057 78.13 17017000 6406 Prk Mnt Ad - SupOther CHECK 494051 TOTAL: 134.99 494052 03/29/2024 PRTD 132195 SMALL LOT MN MN75115 03/12/2024 20240329 693.08 Invoice: MN75115 PO 39024 5.00 58258201 5513 Grnd Sell - CGS Wine 688.08 5800 1353 Liquor BS - Inv Wine SMALL LOT MN MN75114 03/12/2024 20240329 967.50 Invoice: MN75114 PO 38952 7.50 58158101 5513 Sthdl Sell - CGS Wine 960.00 5800 1353 Liquor BS - Inv Wine SMALL LOT MN MN75112 03/12/2024 20240329 638.04 Invoice: MN75112 PO 38912 6.00 58058001 5513 50th Sell - CGS Wine 632.04 5800 1353 Liquor BS - Inv Wine CHECK 494052 TOTAL: 2,298.62 494053 03/29/2024 PRTD 100430 SNAP-ON INDUSTRIAL ARV/60635589 03/04/2024 20240329 2,524.42 Invoice: ARV/60635589 2,524.42 61061004 6556 PW Equip - Tool&Acces CHECK 494053 TOTAL: 2,524.42 494054 03/29/2024 PRTD 141332 SOUTH TOWN REFRIGERATION INC W62555 01/30/2024 20240329 1,632.73 Invoice: W62555 1,632.73 58258200 6180 Grnd AdGe - Rep&Maint CHECK 494054 TOTAL: 1,632.73 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User:MSchauerProgram ID: apcshdsb Page 44 CASH ACCOUNT: 9999 1012 Control BS - CashAPCHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC 494055 03/29/2024 PRTD 127878 SOUTHERN GLAZERS WINE & SPIRITS L 2455087 03/13/2024 20240329 3,650.33 Invoice: 2455087 PO 39094 13.76 58158101 5512 Sthdl Sell - CGS Liq 3,636.57 5800 1352 Liquor BS - Inv Liq SOUTHERN GLAZERS WINE & SPIRITS L 2455085 03/13/2024 20240329 3,587.29 Invoice: 2455085 PO 39093 29.60 58158101 5512 Sthdl Sell - CGS Liq 3,557.69 5800 1352 Liquor BS - Inv Liq SOUTHERN GLAZERS WINE & SPIRITS L 2455083 03/13/2024 20240329 1,597.36 Invoice: 2455083 PO 39155 16.00 58158101 5513 Sthdl Sell - CGS Wine 1,581.36 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2455082 03/13/2024 20240329 243.71 Invoice: 2455082 PO 38953 .80 58158101 5512 Sthdl Sell - CGS Liq 242.91 5800 1352 Liquor BS - Inv Liq SOUTHERN GLAZERS WINE & SPIRITS L 2455084 03/13/2024 20240329 216.87 Invoice: 2455084 PO 38958 .87 58158101 5513 Sthdl Sell - CGS Wine 216.00 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2455081 03/13/2024 20240329 954.40 Invoice: 2455081 PO 38954 10.40 58158101 5513 Sthdl Sell - CGS Wine 944.00 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2455086 03/13/2024 20240329 41.29 Invoice: 2455086 PO 39096 .80 58158101 5513 Sthdl Sell - CGS Wine 40.49 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2455077 03/13/2024 20240329 243.71 Invoice: 2455077 PO 39065 .80 58058001 5512 50th Sell - CGS Liq 242.91 5800 1352 Liquor BS - Inv Liq SOUTHERN GLAZERS WINE & SPIRITS L 2455080 03/13/2024 20240329 193.60 Invoice: 2455080 PO 38918 1.60 58058001 5513 50th Sell - CGS Wine 192.00 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2455076 03/13/2024 20240329 594.32 Invoice: 2455076 PO 38914 2.40 58058001 5513 50th Sell - CGS Wine 591.92 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2455078 03/13/2024 20240329 238.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User: 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 Invoice: 2455078 PO 38916 8.00 58058001 5515 50th Sell - CGS Other 230.00 5800 1355 Liquor BS - Inv Misc SOUTHERN GLAZERS WINE & SPIRITS L 2455079 03/13/2024 20240329 2,852.34 Invoice: 2455079 PO 39066 12.00 58058001 5512 50th Sell - CGS Liq 2,840.34 5800 1352 Liquor BS - Inv Liq SOUTHERN GLAZERS WINE & SPIRITS L 2455093 03/13/2024 20240329 606.67 Invoice: 2455093 PO 39029 2.67 58258201 5513 Grnd Sell - CGS Wine 604.00 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2455092 03/13/2024 20240329 488.40 Invoice: 2455092 PO 39026 6.40 58258201 5513 Grnd Sell - CGS Wine 482.00 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2455091 03/13/2024 20240329 598.16 Invoice: 2455091 PO 39028 6.40 58258201 5513 Grnd Sell - CGS Wine 591.76 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2455090 03/13/2024 20240329 243.71 Invoice: 2455090 PO 39165 .80 58258201 5512 Grnd Sell - CGS Liq 242.91 5800 1352 Liquor BS - Inv Liq SOUTHERN GLAZERS WINE & SPIRITS L 2455089 03/13/2024 20240329 2,730.57 Invoice: 2455089 PO 39101 23.20 58258201 5512 Grnd Sell - CGS Liq 2,707.37 5800 1352 Liquor BS - Inv Liq SOUTHERN GLAZERS WINE & SPIRITS L 2455088 03/15/2024 20240329 3,704.30 Invoice: 2455088 PO 39102 3,704.30 5800 1352 Liquor BS - Inv Liq CHECK 494055 TOTAL: 22,785.03 494056 03/29/2024 PRTD 100181 SPEEDY KEYS 240521 03/01/2024 20240329 360.08 Invoice: 240521 360.08 61061005 6180 Police Eq - Rep&Maint CHECK 494056 TOTAL: 360.08 494057 03/29/2024 PRTD 101016 SRF CONSULTING GROUP INC 16340.00 - 10 02/29/2024 20240329 20,534.59 Invoice: 16340.00 - 10 Braemar Park Trails and Natura 20,534.59 E P&R23208.DESIGN&BID. . City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User:MSchauerProgram ID: apcshdsb Page 46 CASH ACCOUNT: 9999 1012 Control BS - CashAPCHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC 40900000 6716 P&R CP - CapParks CHECK 494057 TOTAL: 20,534.59 494058 03/29/2024 PRTD 100438 STANTEC CONSULTING SERVICES INC 2202165 03/04/2024 20240329 4,996.00 Invoice: 2202165 4,996.00 E FIR21008.CONSTRUCTN.. 40500000 6713 Fire CP - CapBldStrc CHECK 494058 TOTAL: 4,996.00 494059 03/29/2024 PRTD 139006 MINNESOTA DEPARTEMNT OF HEALTH CFPM Rotty 2024 03/27/2024 20240329 35.00 Invoice: CFPM Rotty 2024 Certified Food Protection Manager Application 2024 35.00 57057000 6104 General - Conf&Schls CHECK 494059 TOTAL:35.00 494060 03/29/2024 PRTD 133068 STEEL TOE BREWING LLC 54381 03/13/2024 20240329 340.00 Invoice: 54381 PO 38890 340.00 5800 1354 Liquor BS - Inv Beer STEEL TOE BREWING LLC 54366 03/14/2024 20240329 210.00 Invoice: 54366 PO 38875 210.00 5800 1354 Liquor BS - Inv Beer STEEL TOE BREWING LLC 54384-B 03/15/2024 20240329 141.00 Invoice: 54384-B PO 39009 141.00 5800 1354 Liquor BS - Inv Beer CHECK 494060 TOTAL:691.00 494061 03/29/2024 PRTD 101015 STREICHERS INC I1685632 03/01/2024 20240329 2,320.00 Invoice: I1685632 9mm Duty Ammo - Zech 2,320.00 13013000 6551 Pol Ad Gen - Ammunition STREICHERS INC I1685814 03/04/2024 20240329 169.99 Invoice: I1685814 Duty Boots - Moore 169.99 13013000 6203 Pol Ad Gen - Uniforms STREICHERS INC I1686171 03/05/2024 20240329 11.99 Invoice: I1686171 Name tape for new vest - Delgehausen 11.99 13013000 6203 Pol Ad Gen - Uniforms CHECK 494061 TOTAL: 2,501.98 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User: 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 494062 03/29/2024 PRTD 133512 SUDDATH RELOCATION SYSTEMS OF MIN 850219 03/12/2024 20240329 1,764.00 Invoice: 850219 1,764.00 10210201 6102 Elections - Contr Svrs CHECK 494062 TOTAL: 1,764.00 494063 03/29/2024 PRTD 160772 SUMMER LAKES BEVERAGE LLC 7141 03/15/2024 20240329 1,039.50 Invoice: 7141 PO 39214 1,039.50 5800 1355 Liquor BS - Inv Misc CHECK 494063 TOTAL: 1,039.50 494064 03/29/2024 PRTD 119864 SYSCO MINNESOTA INC 447922688 10/26/2023 20240329 117.10 Invoice: 447922688 CONCESSIONS PRODUCT 117.10 54054002 5510 Concession - CGS CHECK 494064 TOTAL: 117.10 494065 03/29/2024 PRTD 151143 TALKING WATERS BREWING CO LLC 4074 03/15/2024 20240329 75.00 Invoice: 4074 PO 39078 75.00 5800 1354 Liquor BS - Inv Beer CHECK 494065 TOTAL: 75.00 494066 03/29/2024 PRTD 160682 TEEMARK 5129 03/05/2024 20240329 189.97 Invoice: 5129 189.97 52052000 6406 Golf Gen - SupOther CHECK 494066 TOTAL: 189.97 494067 03/29/2024 PRTD 160414 TEGRA GROUP INC 424.324 03/05/2024 20240329 6,150.00 Invoice: 424.324 Community Health & Safety Cent 6,150.00 E FIR21008.CONSTRUCTN. . 40500000 6713 Fire CP - CapBldStrc CHECK 494067 TOTAL: 6,150.00 494068 03/29/2024 PRTD 122794 TENNANT SALES AND SERVICE COMPANY 920266862 03/05/2024 20240329 71.10 Invoice: 920266862 71.10 61061004 6530 PW Equip - ReprParts CHECK 494068 TOTAL: 71.10 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User:MSchauerProgram ID: apcshdsb Page 48 CASH ACCOUNT: 9999 1012 Control BS - CashAPCHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC 494069 03/29/2024 PRTD 102798 THOMSON REUTERS - WEST 849824955 03/01/2024 20240329 274.00 Invoice: 849824955 274.00 13300000 6105 Investigat - Dues&Sub CHECK 494069 TOTAL:274.00 494070 03/29/2024 PRTD 123129 TIMESAVER OFF SITE SECRETARIAL IN M28960 02/29/2024 20240329 1,515.50 Invoice: M28960 364.50 10210200 6103 Cty Ck Gen - Prof Svrs 167.00 10210200 6103 Cty Ck Gen - Prof Svrs 167.00 16000000 6103 Park Admin - Prof Svrs 167.00 26026000 6136 HRA Admin - PrfSvOther 285.50 10210200 6103 Cty Ck Gen - Prof Svrs 364.50 10210200 6103 Cty Ck Gen - Prof Svrs CHECK 494070 TOTAL: 1,515.50 494071 03/29/2024 PRTD 102742 TOLTZ KING DUVALL ANDERSON & ASSO 002024000867 03/05/2024 20240329 285,943.46 Invoice: 002024000867 DivergingDiamond Interchange C 285,943.46 E ENG23041.PRELIM DES.CONSULTING. 46046000 6715 MSA - CapInfrast CHECK 494071 TOTAL: 285,943.46 494072 03/29/2024 PRTD 101038 TOLL COMPANY 40190269 02/29/2024 20240329 47.15 Invoice: 40190269 47.15 61061004 6580 PW Equip - SupWelding CHECK 494072 TOTAL:47.15 494073 03/29/2024 PRTD 151773 TOP GOLF USA INC 91678252 03/01/2024 20240329 7,238.44 Invoice: 91678252 7,238.44 52100000 6160 Golf Dome - Sftwr&Data CHECK 494073 TOTAL: 7,238.44 494074 03/29/2024 PRTD 134673 TOTAL MECHANICAL SYSTEMS INC S9648 02/29/2024 20240329 7,484.00 Invoice: S9648 Braemar Arena-ehaust fan and emergency switch 7,484.00 55055001 6230 Bldg/Grnds - SrvCntrcts CHECK 494074 TOTAL: 7,484.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User:MSchauerProgram ID: apcshdsb Page 49 CASH ACCOUNT: 9999 1012 Control BS - CashAPCHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC 494075 03/29/2024 PRTD 138732 TRADITION WINE & SPIRITS LLC 39111 03/14/2024 20240329 3,433.50 Invoice: 39111 PO 38860 49.50 58058001 5513 50th Sell - CGS Wine 3,384.00 5800 1353 Liquor BS - Inv Wine TRADITION WINE & SPIRITS LLC 39112 03/15/2024 20240329 3,815.00 Invoice: 39112 PO 38862 55.00 58258201 5513 Grnd Sell - CGS Wine 3,760.00 5800 1353 Liquor BS - Inv Wine TRADITION WINE & SPIRITS LLC 39113 03/14/2024 20240329 3,433.50 Invoice: 39113 PO 38861 49.50 58158101 5513 Sthdl Sell - CGS Wine 3,384.00 5800 1353 Liquor BS - Inv Wine CHECK 494075 TOTAL: 10,682.00 494076 03/29/2024 PRTD 136342 TRAVISMATHEW LLC 91634853 03/08/2024 20240329 1,926.10 Invoice: 91634853 1,870.00 52005200 1356 Course BS - Inventory 56.10 52052006 5510 Ret Sales - CGS CHECK 494076 TOTAL: 1,926.10 494077 03/29/2024 PRTD 101360 TWIN CITY HARDWARE COMPANY INC PSI2251259 03/04/2024 20240329 1,900.00 Invoice: PSI2251259 1,900.00 55055001 6103 Bldg/Grnds - Prof Svrs CHECK 494077 TOTAL: 1,900.00 494078 03/29/2024 PRTD 160648 UNIFIRST CORPORATION 1410045677 03/04/2024 20240329 38.26 Invoice: 1410045677 38.26 59059001 6201 Wat GB - Laundry UNIFIRST CORPORATION 1410045678 03/04/2024 20240329 11.93 Invoice: 1410045678 11.93 17017006 6201 Bldg Maint - Laundry UNIFIRST CORPORATION 1410045679 03/04/2024 20240329 46.78 Invoice: 1410045679 46.78 14014001 6201 Gen Mntce - Laundry UNIFIRST CORPORATION 1410045682 03/04/2024 20240329 54.77 Invoice: 1410045682 54.77 63063001 6201 PW Fac - Laundry UNIFIRST CORPORATION 1410045680 03/04/2024 20240329 28.14 Invoice: 1410045680 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User:MSchauerProgram ID: apcshdsb Page 50 CASH ACCOUNT: 9999 1012 Control BS - CashAPCHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC 28.14 61061004 6201 PW Equip - Laundry CHECK 494078 TOTAL:179.88 494079 03/29/2024 PRTD 100050 USPS 80421 03/22/2024 20240329 1,055.10 Invoice: 80421 Postage for Summer Jobs Postcard 1,055.10 10910900 6121 HR Gen - AdvPrsnel CHECK 494079 TOTAL: 1,055.10 494080 03/29/2024 PRTD 100050 USPS 691980-4/24 03/21/2024 20240329 5,694.06 Invoice: 691980-4/24 Postage for Apr "Edition: Edina" 5,694.06 10410400 6123 Comm Gen - Mgzn/News CHECK 494080 TOTAL: 5,694.06 494081 03/29/2024 PRTD 103590 VALLEY-RICH COMPANY INC 33107 02/23/2024 20240329 5,773.00 Invoice: 33107 5,773.00 59059003 6180 Wat Distr - Rep&Maint CHECK 494081 TOTAL: 5,773.00 494082 03/29/2024 PRTD 101058 VAN PAPER COMPANY 065082 03/06/2024 20240329 533.46 Invoice: 065082 garbage bags; roll towels 533.46 52100000 6511 Golf Dome - SupCustod CHECK 494082 TOTAL:533.46 494083 03/29/2024 PRTD 144209 VENN BREWING COMPANY LLC 5953 03/13/2024 20240329 184.00 Invoice: 5953 PO 39072 184.00 5800 1354 Liquor BS - Inv Beer VENN BREWING COMPANY LLC 5954 03/13/2024 20240329 36.67 Invoice: 5954 PO 39073/ RMA 13187 36.67 5800 1356 Liquor BS - Inventory THC Bev CHECK 494083 TOTAL:220.67 494084 03/29/2024 PRTD 101066 VIKING ELECTRIC SUPPLY S007836920.004 03/04/2024 20240329 98.42 Invoice: S007836920.004 98.42 12012000 6180 Fire Gen - Rep&Maint CHECK 494084 TOTAL:98.42 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User:MSchauerProgram ID: apcshdsb Page 51 CASH ACCOUNT: 9999 1012 Control BS - CashAPCHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC 494085 03/29/2024 PRTD 101066 VIKING ELECTRIC SUPPLY S007836920.005 03/01/2024 20240329 287.47 Invoice: S007836920.005 287.47 12012000 6180 Fire Gen - Rep&Maint VIKING ELECTRIC SUPPLY S007836920.002 03/01/2024 20240329 239.02 Invoice: S007836920.002 239.02 12012000 6180 Fire Gen - Rep&Maint VIKING ELECTRIC SUPPLY S007836481.001 03/01/2024 20240329 717.70 Invoice: S007836481.001 717.70 15415400 6406 Elec Gen - SupOther VIKING ELECTRIC SUPPLY S007836920.003 03/01/2024 20240329 15.13 Invoice: S007836920.003 15.13 12012000 6180 Fire Gen - Rep&Maint VIKING ELECTRIC SUPPLY S007836920.001 03/01/2024 20240329 60.52 Invoice: S007836920.001 60.52 12012000 6180 Fire Gen - Rep&Maint CHECK 494085 TOTAL: 1,319.84 494086 03/29/2024 PRTD 160088 VINIFERA IMPORTS 326495 03/13/2024 20240329 209.00 Invoice: 326495 PO 38962 209.00 5800 1353 Liquor BS - Inv Wine CHECK 494086 TOTAL:209.00 494087 03/29/2024 PRTD 119454 VINOCOPIA INC 0347611-IN 03/14/2024 20240329 177.25 Invoice: 0347611-IN PO 39138 1.25 58058001 5513 50th Sell - CGS Wine 176.00 5800 1353 Liquor BS - Inv Wine VINOCOPIA INC 0347610-IN 03/14/2024 20240329 1,476.00 Invoice: 0347610-IN PO 39139 20.00 58058001 5513 50th Sell - CGS Wine 1,456.00 5800 1353 Liquor BS - Inv Wine VINOCOPIA INC 0347609-IN 03/14/2024 20240329 1,184.50 Invoice: 0347609-IN PO 38922 10.00 58058001 5512 50th Sell - CGS Liq 1,174.50 5800 1352 Liquor BS - Inv Liq VINOCOPIA INC 0347615-IN 03/14/2024 20240329 53.25 Invoice: 0347615-IN PO 38963 1.25 58158101 5515 Sthdl Sell - CGS Other 52.00 5800 1355 Liquor BS - Inv Misc VINOCOPIA INC 0347613-IN 03/14/2024 20240329 2,017.50 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User:MSchauerProgram ID: apcshdsb Page 52 CASH ACCOUNT: 9999 1012 Control BS - CashAPCHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC Invoice: 0347613-IN PO 38964 18.75 58158101 5512 Sthdl Sell - CGS Liq 1,998.75 5800 1352 Liquor BS - Inv Liq VINOCOPIA INC 0347617-IN 03/15/2024 20240329 662.25 Invoice: 0347617-IN PO 39033 6.25 58258201 5513 Grnd Sell - CGS Wine 656.00 5800 1353 Liquor BS - Inv Wine VINOCOPIA INC 0347618-IN 03/15/2024 20240329 679.50 Invoice: 0347618-IN PO 39141 7.50 58258201 5513 Grnd Sell - CGS Wine 672.00 5800 1353 Liquor BS - Inv Wine VINOCOPIA INC 0347614-IN 03/14/2024 20240329 679.50 Invoice: 0347614-IN PO 39140 7.50 58158101 5513 Sthdl Sell - CGS Wine 672.00 5800 1353 Liquor BS - Inv Wine VINOCOPIA INC 0347616-IN 03/15/2024 20240329 1,745.50 Invoice: 0347616-IN PO 39032 12.50 58258201 5512 Grnd Sell - CGS Liq 1,733.00 5800 1352 Liquor BS - Inv Liq CHECK 494087 TOTAL: 8,675.25 494088 03/29/2024 PRTD 160301 VISION INC 130447 03/05/2024 20240329 1,313.77 Invoice: 130447 March 2024 The Times 1,313.77 16116103 6575 Senior Cen - Printing CHECK 494088 TOTAL: 1,313.77 494089 03/29/2024 PRTD 120627 VISTAR 71271268 03/01/2024 20240329 2,022.30 Invoice: 71271268 2,022.30 55055002 5510 Concession - CGS CHECK 494089 TOTAL: 2,022.30 494090 03/29/2024 PRTD 100183 WASHINGTON COUNTY 222309 03/25/2024 20240329 1,563.30 Invoice: 222309 1,563.30 21000000 6102 E911 - Contr Svrs CHECK 494090 TOTAL: 1,563.30 494091 03/29/2024 PRTD 130574 WATSON COMPANY 140570 02/29/2024 20240329 1,159.85 Invoice: 140570 1,159.85 55055002 5510 Concession - CGS City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User:MSchauerProgram ID: apcshdsb Page 53 CASH ACCOUNT: 9999 1012 Control BS - CashAPCHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC CHECK 494091 TOTAL: 1,159.85 494092 03/29/2024 PRTD 101033 WINE COMPANY 262082 03/13/2024 20240329 3,424.00 Invoice: 262082 PO 38961 44.00 58158101 5513 Sthdl Sell - CGS Wine 3,380.00 5800 1353 Liquor BS - Inv Wine WINE COMPANY 262081 03/13/2024 20240329 352.00 Invoice: 262081 PO 38960 4.00 58158101 5512 Sthdl Sell - CGS Liq 348.00 5800 1352 Liquor BS - Inv Liq WINE COMPANY 262080 03/13/2024 20240329 114.00 Invoice: 262080 PO 38959 2.00 58158101 5515 Sthdl Sell - CGS Other 112.00 5800 1355 Liquor BS - Inv Misc WINE COMPANY 262078 03/13/2024 20240329 338.00 Invoice: 262078 PO 38919 2.00 58058001 5512 50th Sell - CGS Liq 336.00 5800 1352 Liquor BS - Inv Liq WINE COMPANY 262084 03/13/2024 20240329 3,642.00 Invoice: 262084 PO 39031 50.00 58058001 5513 50th Sell - CGS Wine 3,592.00 5800 1353 Liquor BS - Inv Wine WINE COMPANY 262083 03/13/2024 20240329 370.00 Invoice: 262083 PO 39030 4.00 58258201 5512 Grnd Sell - CGS Liq 366.00 5800 1352 Liquor BS - Inv Liq WINE COMPANY 262079 03/14/2024 20240329 2,592.00 Invoice: 262079 PO 38920 42.00 58058001 5513 50th Sell - CGS Wine 2,550.00 5800 1353 Liquor BS - Inv Wine CHECK 494092 TOTAL: 10,832.00 494093 03/29/2024 PRTD 144412 WINEBOW MN00145041 03/14/2024 20240329 264.54 Invoice: MN00145041 PO 38924 264.54 5800 1353 Liquor BS - Inv Wine WINEBOW MN00145090 03/14/2024 20240329 336.00 Invoice: MN00145090 PO 38965 336.00 5800 1352 Liquor BS - Inv Liq WINEBOW MN00145048 03/15/2024 20240329 2,379.00 Invoice: MN00145048 PO 39103 2,379.00 5800 1353 Liquor BS - Inv Wine City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User:MSchauerProgram ID: apcshdsb Page 54 CASH ACCOUNT: 9999 1012 Control BS - CashAPCHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC WINEBOW MN00145047 03/14/2024 20240329 168.00 Invoice: MN00145047 PO 39035 168.00 5800 1352 Liquor BS - Inv Liq WINEBOW MN00145091 03/14/2024 20240329 495.00 Invoice: MN00145091 PO 38966 495.00 5800 1353 Liquor BS - Inv Wine CHECK 494093 TOTAL: 3,642.54 494094 03/29/2024 PRTD 142162 WOODEN HILL BREWING COMPANY LLC 4961 03/14/2024 20240329 170.40 Invoice: 4961 PO 38891 170.40 5800 1354 Liquor BS - Inv Beer WOODEN HILL BREWING COMPANY LLC 4962 03/14/2024 20240329 466.20 Invoice: 4962 PO 38987 466.20 5800 1354 Liquor BS - Inv Beer CHECK 494094 TOTAL:636.60 494095 03/29/2024 PRTD 127774 WORLDWIDE CELLARS INC INV-004052 03/12/2024 20240329 144.04 Invoice: INV-004052 PO 39023 4.00 58258201 5513 Grnd Sell - CGS Wine 140.04 5800 1353 Liquor BS - Inv Wine CHECK 494095 TOTAL:144.04 494096 03/29/2024 PRTD 105740 WSB & ASSOCIATES R-017897-000 - 30 01/31/2024 20240329 103,381.25 Invoice: R-017897-000 - 30 Blake Rd Construction Phase Se 86,840.25 E ENG21020.CONSTRUCTN.CONSULTING. 44044000 6715 Streets - CapInfrast 7,236.69 E ENG21022.CONST.STRM.CONSULTING. 59005920 1605 Stm BS - PurchCIP 5,169.06 E ENG21023.CONST.WAT .CONSULTING. 59005900 1605 Wat BS - PurchCIP 3,101.44 E ENG21021.CONST.SANI.CONSULTING. 59005910 1605 Sew BS - PurchCIP 1,033.81 E ENG22008.CONST.PACS.CONSULTING. 23023001 6715 Pedestrian - CapInfrast WSB & ASSOCIATES R-023814-000 - 5 02/29/2024 20240329 632.75 Invoice: R-023814-000 - 5 Strachauer Park Phase 1 Profes 632.75 16000000 6103 Park Admin - Prof Svrs City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User:MSchauerProgram ID: apcshdsb Page 55 CASH ACCOUNT: 9999 1012 Control BS - CashAPCHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC WSB & ASSOCIATES R-023813-000 - 5 02/29/2024 20240329 103.50 Invoice: R-023813-000 - 5 Todd and Walnut Ridge 103.50 16000000 6103 Park Admin - Prof Svrs WSB & ASSOCIATES R-017897-000 - 31 02/29/2024 20240329 4,239.50 Invoice: R-017897-000 - 31 Blake Rd Construction Phase Se 3,561.18 E ENG21020.CONSTRUCTN.CONSULTING. 44044000 6715 Streets - CapInfrast 296.77 E ENG21022.CONST.STRM.CONSULTING. 59005920 1605 Stm BS - PurchCIP 211.98 E ENG21023.CONST.WAT .CONSULTING. 59005900 1605 Wat BS - PurchCIP 127.19 E ENG21021.CONST.SANI.CONSULTING. 59005910 1605 Sew BS - PurchCIP 42.38 E ENG22008.CONST.PACS.CONSULTING. 23023001 6715 Pedestrian - CapInfrast CHECK 494096 TOTAL: 108,357.00 494097 03/29/2024 PRTD 103266 YORKDALE SHOPPES PARTNERS, LLC FEB 2024 03/15/2024 20240329 1,145.98 Invoice: FEB 2024 COMMON AREA 1,145.98 58158100 6102 Sthdl AdGe - Contr Svrs YORKDALE SHOPPES PARTNERS, LLC MAR 2024 03/01/2024 20240329 1,145.98 Invoice: MAR 2024 COMMON AREA 1,145.98 58158100 6102 Sthdl AdGe - Contr Svrs YORKDALE SHOPPES PARTNERS, LLC APR 2024 03/15/2024 20240329 1,145.98 Invoice: APR 2024 COMMON AREA 1,145.98 58158100 6102 Sthdl AdGe - Contr Svrs CHECK 494097 TOTAL: 3,437.94 494098 03/29/2024 PRTD 130618 CHANHASSEN AUTO CENTERS LLC 24672 02/28/2024 20240329 2,360.95 Invoice: 24672 2,360.95 61061005 6180 Police Eq - Rep&Maint CHECK 494098 TOTAL: 2,360.95 494099 03/29/2024 PRTD 101572 ZARNOTH BRUSH WORKS INC 0197199-IN 02/29/2024 20240329 262.00 Invoice: 0197199-IN 262.00 61061004 6530 PW Equip - ReprParts City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User:MSchauerProgram ID: apcshdsb Page 56 CASH ACCOUNT: 9999 1012 Control BS - CashAPCHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC ZARNOTH BRUSH WORKS INC 0197244-IN 03/05/2024 20240329 669.55 Invoice: 0197244-IN 669.55 61061004 6530 PW Equip - ReprParts CHECK 494099 TOTAL:931.55 494100 03/29/2024 PRTD 136192 ZOLL MEDICAL CORPORATION 3923862 02/28/2024 20240329 478.88 Invoice: 3923862 STAT-PADZ ELECTRODE 478.88 12012000 6510 Fire Gen - SupFrstAid CHECK 494100 TOTAL:478.88 NUMBER OF CHECKS 218 *** CASH ACCOUNT TOTAL *** 1,837,054.65 COUNT AMOUNT TOTAL PRINTED CHECKS 217 1,318,098.87 TOTAL WIRE TRANSFERS 1 518,955.78 *** GRAND TOTAL *** 1,837,054.65 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User: MSchauerProgram ID: apcshdsb Page 57 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 3 1956APP 59005910-2010 Sew BS - Accts Pay 526,018.25 03/29/2024 20240329 MAS AP CASH DISBURSEMENTS JOURNAL APP 9999-1012 Control BS - CashAP 1,837,054.65 03/29/2024 20240329 MAS AP CASH DISBURSEMENTS JOURNAL APP 1000-2010 GF Bal Sh - Accts Pay 177,322.54 03/29/2024 20240329 MAS AP CASH DISBURSEMENTS JOURNAL APP 59005900-2010 Wat BS - Accts Pay 124,332.47 03/29/2024 20240329 MAS AP CASH DISBURSEMENTS JOURNAL APP 5500-2010 Arena BS - Accts Pay 22,521.72 03/29/2024 20240329 MAS AP CASH DISBURSEMENTS JOURNAL APP 5600-2010 Field BS - Accts Pay 4,101.85 03/29/2024 20240329 MAS AP CASH DISBURSEMENTS JOURNAL APP 52005200-2010 Course BS - Accts Pay 43,273.94 03/29/2024 20240329 MAS AP CASH DISBURSEMENTS JOURNAL APP 5800-2010 Liquor BS - Accts Pay 243,507.33 03/29/2024 20240329 MAS AP CASH DISBURSEMENTS JOURNAL APP 5400-2010 EdinPrk BS - Accts Pay 1,529.71 03/29/2024 20240329 MAS AP CASH DISBURSEMENTS JOURNAL APP 7200-2010 MNTF1 BS - Accts Pay 3,093.19 03/29/2024 20240329 MAS AP CASH DISBURSEMENTS JOURNAL APP 4200-2010 EquRep BS - Accts Pay 378.74 03/29/2024 20240329 MAS AP CASH DISBURSEMENTS JOURNAL APP 6300-2010 FacMgmt BS - Accts Pay 7,012.51 03/29/2024 20240329 MAS AP CASH DISBURSEMENTS JOURNAL APP 5700-2010 Cent Lk BS - Accts Pay 2,498.42 03/29/2024 20240329 MAS AP CASH DISBURSEMENTS JOURNAL APP 6100-2010 Equ Op BS - Accts Pay 16,897.08 03/29/2024 20240329 MAS AP CASH DISBURSEMENTS JOURNAL APP 7100-2010 PSTF BS - Accts Pay 7,568.00 03/29/2024 20240329 MAS AP CASH DISBURSEMENTS JOURNAL APP 2300-2010 PACS BalSh - Accts Pay 27,747.19 03/29/2024 20240329 MAS AP CASH DISBURSEMENTS JOURNAL APP 4000-2010 Cap Prj BS - Accts Pay 178,989.07 03/29/2024 20240329 MAS AP CASH DISBURSEMENTS JOURNAL APP 59005920-2010 Stm BS - Accts Pay 26,568.38 03/29/2024 20240329 MAS AP CASH DISBURSEMENTS JOURNAL APP 52005210-2010 Dome BS - Accts Pay 19,182.29 03/29/2024 20240329 MAS AP CASH DISBURSEMENTS JOURNAL APP 2500-2010 CAS BalSh - Accts Pay 5,439.66 03/29/2024 20240329 MAS AP CASH DISBURSEMENTS JOURNAL APP 26126100-2010 Cent TIF - Accts Pay 19,653.68 03/29/2024 20240329 MAS AP CASH DISBURSEMENTS JOURNAL APP 21002100-2010 E911 BS - Accts Pay 2,805.30 03/29/2024 20240329 MAS AP CASH DISBURSEMENTS JOURNAL APP 5100-2010 Art BalSh - Accts Pay 101.44 03/29/2024 20240329 MAS AP CASH DISBURSEMENTS JOURNAL APP 26026000-2010 HRA Admin - Accts Pay 167.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User: MSchauerProgram ID: apcshdsb Page 58 JOURNAL ENTRIES TO BE CREATED YEAR PER JNL SRC ACCOUNT ACCOUNT DESC T OB DEBIT CREDIT EFF DATE JNL DESC REF 1 REF 2 REF 3 LINE DESC 03/29/2024 20240329 MAS AP CASH DISBURSEMENTS JOURNAL APP 4600-2010 MSA BS - Accts Pay 285,943.46 03/29/2024 20240329 MAS AP CASH DISBURSEMENTS JOURNAL APP 4400-2010 PIR CP BS - Accts Pay 90,401.43 03/29/2024 20240329 MAS AP CASH DISBURSEMENTS JOURNAL APP 6200-2010 I.T. BalSh - Accts Pay 529.99 03/29/2024 20240329 MAS AP CASH DISBURSEMENTS JOURNAL APP 9999-1012 Control BS - CashAP 529.99 03/29/2024 20240329 MAS AP CASH DISBURSEMENTS JOURNAL GENERAL LEDGER TOTAL 1,837,584.64 1,837,584.64 APP 9999-2099 Control BS - PoolCashL 1,836,524.66 03/29/2024 20240329 MAS APP 59005910-1010 Sew BS - Cash 526,018.25 03/29/2024 20240329 MAS APP 1000-1010 GF Bal Sh - Cash 177,322.54 03/29/2024 20240329 MAS APP 59005900-1010 Wat BS - Cash 124,332.47 03/29/2024 20240329 MAS APP 5500-1010 Arena BS - Cash 22,521.72 03/29/2024 20240329 MAS APP 5600-1010 Field BS - Cash 4,101.85 03/29/2024 20240329 MAS APP 52005200-1010 Course BS - Cash 43,273.94 03/29/2024 20240329 MAS APP 5800-1010 Liquor BS - Cash 243,507.33 03/29/2024 20240329 MAS APP 5400-1010 EdinPrk BS - Cash 1,529.71 03/29/2024 20240329 MAS APP 7200-1010 MNTF1 BS - Cash 3,093.19 03/29/2024 20240329 MAS APP 4200-1010 EquRep BS - Cash 378.74 03/29/2024 20240329 MAS APP 6300-1010 FacMgmt BS - Cash 7,012.51 03/29/2024 20240329 MAS APP 5700-1010 Cent Lk BS - Cash 2,498.42 03/29/2024 20240329 MAS APP 6100-1010 Equ Op BS - Cash 16,897.08 03/29/2024 20240329 MAS APP 7100-1010 PSTF BS - Cash 7,568.00 03/29/2024 20240329 MAS APP 2300-1010 PACS BalSh - Cash 27,747.19 03/29/2024 20240329 MAS APP 4000-1010 Cap Prj BS - Cash 178,989.07 03/29/2024 20240329 MAS APP 59005920-1010 Stm BS - Cash 26,568.38 03/29/2024 20240329 MAS City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User: MSchauerProgram ID: apcshdsb Page 59 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 19,182.29 03/29/2024 20240329 MAS APP 2500-1010 CAS BalSh - Cash 5,439.66 03/29/2024 20240329 MAS APP 26126100-1010 Cent TIF - Cash 19,653.68 03/29/2024 20240329 MAS APP 21002100-1010 E911 BS - Cash 2,805.30 03/29/2024 20240329 MAS APP 5100-1010 Art BalSh - Cash 101.44 03/29/2024 20240329 MAS APP 26026000-1010 HRA Admin - Cash 167.00 03/29/2024 20240329 MAS APP 4600-1010 MSA BS - Cash 285,943.46 03/29/2024 20240329 MAS APP 4400-1010 PIR CP BS - Cash 90,401.43 03/29/2024 20240329 MAS APP 6200-1010 I.T. BalSh - Cash 529.99 03/29/2024 20240329 MAS SYSTEM GENERATED ENTRIES TOTAL 1,837,054.65 1,837,054.65 JOURNAL 2024/03/1956 TOTAL 3,674,639.29 3,674,639.29 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User: MSchauerProgram ID: apcshdsb Page 60 JOURNAL ENTRIES TO BE CREATED FUND BALANCE SEG YEAR PER JNL EFF DATE DEBIT CREDIT ACCOUNT ACCOUNT DESCRIPTION 1000 General 2024 3 1956 03/29/2024 1000-1010 GF Bal Sh - Cash 177,322.54 1000-2010 GF Bal Sh - Accts Pay 177,322.54 TOTAL 177,322.54 177,322.54 FUND TOTAL 177,322.54 177,322.54 2100 2100 Police SR /Emergency 2024 3 1956 03/29/2024 21002100-1010 E911 BS - Cash 2,805.30 21002100-2010 E911 BS - Accts Pay 2,805.30 FUND TOTAL 2,805.30 2,805.30 2300 Pedestrian and Cyclist Safety 2024 3 1956 03/29/2024 2300-1010 PACS BalSh - Cash 27,747.19 2300-2010 PACS BalSh - Accts Pay 27,747.19 FUND TOTAL 27,747.19 27,747.19 2500 Conservation & Sustainability 2024 3 1956 03/29/2024 2500-1010 CAS BalSh - Cash 5,439.66 2500-2010 CAS BalSh - Accts Pay 5,439.66 TOTAL 5,439.66 5,439.66 FUND TOTAL 5,439.66 5,439.66 2600 26000 HRA /HRA Admini 2024 3 1956 03/29/2024 26026000-1010 HRA Admin - Cash 167.00 26026000-2010 HRA Admin - Accts Pay 167.00 26000 TOTAL 167.00 167.00 2600 26100 HRA /Centennial 2024 3 1956 03/29/2024 26126100-1010 Cent TIF - Cash 19,653.68 26126100-2010 Cent TIF - Accts Pay 19,653.68 FUND TOTAL 19,820.68 19,820.68 4000 Capital Projects 2024 3 1956 03/29/2024 4000-1010 Cap Prj BS - Cash 178,989.07 4000-2010 Cap Prj BS - Accts Pay 178,989.07 FUND TOTAL 178,989.07 178,989.07 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User: MSchauerProgram ID: apcshdsb Page 61 JOURNAL ENTRIES TO BE CREATED FUND BALANCE SEG YEAR PER JNL EFF DATE DEBIT CREDIT ACCOUNT ACCOUNT DESCRIPTION 4200 Equipment Replacement 2024 3 1956 03/29/2024 4200-1010 EquRep BS - Cash 378.74 4200-2010 EquRep BS - Accts Pay 378.74 FUND TOTAL 378.74 378.74 4400 PIR Capital Projects 2024 3 1956 03/29/2024 4400-1010 PIR CP BS - Cash 90,401.43 4400-2010 PIR CP BS - Accts Pay 90,401.43 FUND TOTAL 90,401.43 90,401.43 4600 MSA tracking 2024 3 1956 03/29/2024 4600-1010 MSA BS - Cash 285,943.46 4600-2010 MSA BS - Accts Pay 285,943.46 FUND TOTAL 285,943.46 285,943.46 5100 Art Center 2024 3 1956 03/29/2024 5100-1010 Art BalSh - Cash 101.44 5100-2010 Art BalSh - Accts Pay 101.44 TOTAL 101.44 101.44 FUND TOTAL 101.44 101.44 5200 5200 Golf /Braemar Go 2024 3 1956 03/29/2024 52005200-1010 Course BS - Cash 43,273.94 52005200-2010 Course BS - Accts Pay 43,273.94 5200 TOTAL 43,273.94 43,273.94 5200 5210 Golf /Braemar Go 2024 3 1956 03/29/2024 52005210-1010 Dome BS - Cash 19,182.29 52005210-2010 Dome BS - Accts Pay 19,182.29 FUND TOTAL 62,456.23 62,456.23 5400 Edinborough Park 2024 3 1956 03/29/2024 5400-1010 EdinPrk BS - Cash 1,529.71 5400-2010 EdinPrk BS - Accts Pay 1,529.71 FUND TOTAL 1,529.71 1,529.71 5500 Braemar Arena 2024 3 1956 03/29/2024 5500-1010 Arena BS - Cash 22,521.72 5500-2010 Arena BS - Accts Pay 22,521.72 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User: MSchauerProgram ID: apcshdsb Page 62 JOURNAL ENTRIES TO BE CREATED FUND BALANCE SEG YEAR PER JNL EFF DATE DEBIT CREDIT ACCOUNT ACCOUNT DESCRIPTION FUND TOTAL 22,521.72 22,521.72 5600 Braemar Field 2024 3 1956 03/29/2024 5600-1010 Field BS - Cash 4,101.85 5600-2010 Field BS - Accts Pay 4,101.85 FUND TOTAL 4,101.85 4,101.85 5700 Centennial Lakes 2024 3 1956 03/29/2024 5700-1010 Cent Lk BS - Cash 2,498.42 5700-2010 Cent Lk BS - Accts Pay 2,498.42 FUND TOTAL 2,498.42 2,498.42 5800 Liquor 2024 3 1956 03/29/2024 5800-1010 Liquor BS - Cash 243,507.33 5800-2010 Liquor BS - Accts Pay 243,507.33 TOTAL 243,507.33 243,507.33 FUND TOTAL 243,507.33 243,507.33 5900 5900 Utl Fund /Water 2024 3 1956 03/29/2024 59005900-1010 Wat BS - Cash 124,332.47 59005900-2010 Wat BS - Accts Pay 124,332.47 5900 TOTAL 124,332.47 124,332.47 5900 5910 Utl Fund /Sanitary S 2024 3 1956 03/29/2024 59005910-1010 Sew BS - Cash 526,018.25 59005910-2010 Sew BS - Accts Pay 526,018.25 5910 TOTAL 526,018.25 526,018.25 5900 5920 Utl Fund /Storm Sewe 2024 3 1956 03/29/2024 59005920-1010 Stm BS - Cash 26,568.38 59005920-2010 Stm BS - Accts Pay 26,568.38 FUND TOTAL 676,919.10 676,919.10 6100 Equipment Operations 2024 3 1956 03/29/2024 6100-1010 Equ Op BS - Cash 16,897.08 6100-2010 Equ Op BS - Accts Pay 16,897.08 FUND TOTAL 16,897.08 16,897.08 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 03/28/2024 13:34User: MSchauerProgram ID: apcshdsb Page 63 JOURNAL ENTRIES TO BE CREATED FUND BALANCE SEG YEAR PER JNL EFF DATE DEBIT CREDIT ACCOUNT ACCOUNT DESCRIPTION 6200 Information Technology 2024 3 1956 03/29/2024 6200-1010 I.T. BalSh - Cash 529.99 6200-2010 I.T. BalSh - Accts Pay 529.99 FUND TOTAL 529.99 529.99 6300 Facilities Management 2024 3 1956 03/29/2024 6300-1010 FacMgmt BS - Cash 7,012.51 6300-2010 FacMgmt BS - Accts Pay 7,012.51 FUND TOTAL 7,012.51 7,012.51 7100 PS Training Facility 2024 3 1956 03/29/2024 7100-1010 PSTF BS - Cash 7,568.00 7100-2010 PSTF BS - Accts Pay 7,568.00 FUND TOTAL 7,568.00 7,568.00 7200 MN Task Force 1 2024 3 1956 03/29/2024 7200-1010 MNTF1 BS - Cash 3,093.19 7200-2010 MNTF1 BS - Accts Pay 3,093.19 FUND TOTAL 3,093.19 3,093.19 9999 Pooled Cash Fund 2024 3 1956 03/29/2024 9999-1012 Control BS - CashAP 529.99 9999-1012 Control BS - CashAP 1,837,054.65 9999-2099 Control BS - PoolCashL 1,836,524.66 FUND TOTAL 1,837,054.65 1,837,054.65 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: MSchauerProgram ID: apcshdsb Page 66 JOURNAL ENTRIES TO BE CREATED FUND SUB FUND DUE TO DUE FR 1000 General 167,397.052100 Police Special Revenue 16,930.102100 Police Special Revenue 280.052300 Pedestrian and Cyclist Safety 64.142500 Conservation & Sustainability 684.232600 Housing & Redvlpmt Authority 3,266.002600 Housing & Redvlpmt Authority 684.652600 Housing & Redvlpmt Authority 42,414.214000 Capital Projects 27,214.974400 PIR Capital Projects 5,242.315100 Art Center 1,540.395200 Braemar Golf Course 17,989.705200 Braemar Golf Course 622.325300 Aquatic Center 237.485400 Edinborough Park 6,801.405500 Braemar Arena 18,300.505600 Braemar Field 5,776.505700 Centennial Lakes 1,294.635800 Liquor 143,086.755900 Utility Fund 25,729.255900 Utility Fund 19,046.405900 Utility Fund 11,967.125900 Utility Fund 67,985.006000 Risk Management 24,012.506100 Equipment Operations 23,774.686200 Information Technology 2,076.976300 Facilities Management 29,645.457100 PS Training Facility 31,055.377200 MN Task Force 1 6,766.459000 Payroll 541,946.179999 Pooled Cash Fund 1,243,832.74 TOTAL 1,243,832.74 1,243,832.74 ** END OF REPORT - Generated by Mallory Schauer ** City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 494101 04/05/2024 PRTD 160986 3-4-5 CARPENTRY LLC EST0004 01/09/2024 20240405 5,932.00 Invoice: EST0004 5,932.00 63063000 6103 City Hall - Prof Svrs CHECK 494101 TOTAL: 5,932.00 494102 04/05/2024 PRTD 135922 ACUSHNET COMPANY 917541609 03/20/2024 20240405 1,749.26 Invoice: 917541609 1,728.72 52005200 1356 Course BS - Inventory 20.54 52052006 5510 Ret Sales - CGS ACUSHNET COMPANY 917541622 03/20/2024 20240405 169.05 Invoice: 917541622 169.05 52005200 1356 Course BS - Inventory ACUSHNET COMPANY 917555827 03/21/2024 20240405 737.20 Invoice: 917555827 737.20 52005200 1356 Course BS - Inventory CHECK 494102 TOTAL: 2,655.51 494103 04/05/2024 PRTD 140318 ADVANCED ELEMENTS INC 93582 03/12/2024 20240405 6,828.00 Invoice: 93582 6,828.00 E ENG20037.DESIGN&BID.CONSULTING. 59005900 1605 Wat BS - PurchCIP CHECK 494103 TOTAL: 6,828.00 494104 04/05/2024 PRTD 161000 AK ATHLETIC EQUIPMENT INC 5419112 03/06/2024 20240405 7,867.96 Invoice: 5419112 Wrestling custom and wall padding 7,867.96 71071001 6710 Main Bldng - Cap Other CHECK 494104 TOTAL: 7,867.96 494105 04/05/2024 PRTD 141960 AMAZON CAPITAL SERVICES 16NH-XPPL-7X76 03/06/2024 20240405 43.42 Invoice: 16NH-XPPL-7X76 IT Supplies - Mouse and batteries 43.42 62062000 6406 I.T. Gen - SupOther AMAZON CAPITAL SERVICES 1G1T-KTWG-CRHR 03/06/2024 20240405 27.18 Invoice: 1G1T-KTWG-CRHR ID card holders. 27.18 10410400 6406 Comm Gen - SupOther AMAZON CAPITAL SERVICES 1GV4-4FFR-CTGW 03/06/2024 20240405 41.97 Invoice: 1GV4-4FFR-CTGW 41.97 63063001 6406 PW Fac - SupOther AMAZON CAPITAL SERVICES 1LWV-N9X1-FDTW 03/06/2024 20240405 29.06 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 Invoice: 1LWV-N9X1-FDTW Class supplies 29.06 51051002 6564 Instrucnal - SupArt&Crf AMAZON CAPITAL SERVICES 11M4-FKN1-FMGC 03/06/2024 20240405 65.58 Invoice: 11M4-FKN1-FMGC 65.58 60060005 6406 Saf & Well - SupOther AMAZON CAPITAL SERVICES 1GV4-4FFR-GVQW 03/06/2024 20240405 12.98 Invoice: 1GV4-4FFR-GVQW Brother International TZe335 P-Touch ~1/2" 12.98 12012000 6406 Fire Gen - SupOther AMAZON CAPITAL SERVICES 17K4-CDJG-GVPP 03/07/2024 20240405 327.16 Invoice: 17K4-CDJG-GVPP 327.16 14014000 6513 PW Adm Gen - SupOffice AMAZON CAPITAL SERVICES 1XRM-KJD7-3L9P 03/07/2024 20240405 30.99 Invoice: 1XRM-KJD7-3L9P Class supplies 30.99 51051002 6406 Instrucnal - SupOther AMAZON CAPITAL SERVICES 1D9D-R96M-6DTC 03/07/2024 20240405 59.56 Invoice: 1D9D-R96M-6DTC Office Supplies 59.56 16116103 6513 Senior Cen - SupOffice AMAZON CAPITAL SERVICES 1GDM-QVGF-7KL6 03/08/2024 20240405 114.00 Invoice: 1GDM-QVGF-7KL6 114.00 52052000 6406 Golf Gen - SupOther AMAZON CAPITAL SERVICES 1GPW-7JW6-976V 03/08/2024 20240405 32.96 Invoice: 1GPW-7JW6-976V 32.96 16116102 6406 Spec Activ - SupOther AMAZON CAPITAL SERVICES 1XRM-KJD7-9HDD 03/08/2024 20240405 29.99 Invoice: 1XRM-KJD7-9HDD office supply 29.99 16000000 6513 Park Admin - SupOffice AMAZON CAPITAL SERVICES 11GM-4MDC-9FGM 03/08/2024 20240405 82.60 Invoice: 11GM-4MDC-9FGM 82.60 13013000 6406 Pol Ad Gen - SupOther AMAZON CAPITAL SERVICES 1JKD-JNYK-CGJH 03/08/2024 20240405 46.75 Invoice: 1JKD-JNYK-CGJH Vacuum wand 46.75 54054001 6511 Operations - SupCustod AMAZON CAPITAL SERVICES 1WPW-JYVX-D6VY 03/08/2024 20240405 342.99 Invoice: 1WPW-JYVX-D6VY 342.99 E ENG98001.MISCELLAN .LIGHT&POW . 40840801 6185 Faclt CP - Elec&Solar AMAZON CAPITAL SERVICES 1JLV-XC77-F6L3 03/08/2024 20240405 51.99 Invoice: 1JLV-XC77-F6L3 51.99 61061000 6530 Admin Eq - ReprParts City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 AMAZON CAPITAL SERVICES 1VYP-7TP7-DYKD 03/09/2024 20240405 64.55 Invoice: 1VYP-7TP7-DYKD 64.55 15415400 6406 Elec Gen - SupOther AMAZON CAPITAL SERVICES 11QV-76LF-GGR6 03/09/2024 20240405 47.01 Invoice: 11QV-76LF-GGR6 Class supplies 47.01 51051002 6406 Instrucnal - SupOther AMAZON CAPITAL SERVICES 1R3C-GY17-HR69 03/09/2024 20240405 47.42 Invoice: 1R3C-GY17-HR69 Class supplies 47.42 51051002 6406 Instrucnal - SupOther AMAZON CAPITAL SERVICES 1GPW-7JW6-KKHD 03/09/2024 20240405 198.05 Invoice: 1GPW-7JW6-KKHD Program & Building Supplies 198.05 16116103 6406 Senior Cen - SupOther AMAZON CAPITAL SERVICES 1JLV-XC77-KR6X 03/10/2024 20240405 42.99 Invoice: 1JLV-XC77-KR6X 42.99 52052000 6406 Golf Gen - SupOther AMAZON CAPITAL SERVICES 1MK9-H4LX-LPYJ 03/10/2024 20240405 35.19 Invoice: 1MK9-H4LX-LPYJ 35.19 57057000 6406 General - SupOther AMAZON CAPITAL SERVICES 1WPW-JYVX-NCCF 03/10/2024 20240405 55.81 Invoice: 1WPW-JYVX-NCCF 55.81 52052000 6406 Golf Gen - SupOther AMAZON CAPITAL SERVICES 17YF-7QH7-RKLF 03/11/2024 20240405 55.95 Invoice: 17YF-7QH7-RKLF Cleaning supplies 55.95 51051000 6511 Admin/Ops - SupCustod AMAZON CAPITAL SERVICES 1GK6-VJYJ-V9FD 03/11/2024 20240405 90.38 Invoice: 1GK6-VJYJ-V9FD Mouse for Stephanie Hawkinson 90.38 10510500 6406 Plan Gen - SupOther AMAZON CAPITAL SERVICES 14CC-F1CC-W4X1 03/11/2024 20240405 29.99 Invoice: 14CC-F1CC-W4X1 29.99 13013000 6406 Pol Ad Gen - SupOther AMAZON CAPITAL SERVICES 1GDM-QVGF-WTVT 03/11/2024 20240405 19.92 Invoice: 1GDM-QVGF-WTVT 19.92 58058000 6406 50th AdGe - SupOther AMAZON CAPITAL SERVICES 1DHH-YGDC-X9XF 03/11/2024 20240405 197.96 Invoice: 1DHH-YGDC-X9XF Whirlpool Ice and Water Refrigerator filters 197.96 12012000 6406 Fire Gen - SupOther AMAZON CAPITAL SERVICES 1WPW-JYVX-WVCC 03/11/2024 20240405 88.99 Invoice: 1WPW-JYVX-WVCC Drone Remote ID Broadcast Module 88.99 10410402 6410 Video Pro - SupVidProd City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 1YGC-9JNF-XRTD 03/11/2024 20240405 97.98 Invoice: 1YGC-9JNF-XRTD 97.98 25000000 6711 CAS - CapVh&Equp AMAZON CAPITAL SERVICES 1LGG-6MW4-1R1W 03/12/2024 20240405 40.99 Invoice: 1LGG-6MW4-1R1W 40.99 61061004 6406 PW Equip - SupOther AMAZON CAPITAL SERVICES 1LGG-6MW4-46RT 03/12/2024 20240405 79.28 Invoice: 1LGG-6MW4-46RT 79.28 52052000 6406 Golf Gen - SupOther AMAZON CAPITAL SERVICES 1WD7-1K3Y-6DL7 03/12/2024 20240405 41.60 Invoice: 1WD7-1K3Y-6DL7 41.60 13013000 6551 Pol Ad Gen - Ammunition AMAZON CAPITAL SERVICES 17H4-J9JN-733T 03/12/2024 20240405 119.16 Invoice: 17H4-J9JN-733T Labels for Brady label maker 119.16 62062000 6406 I.T. Gen - SupOther AMAZON CAPITAL SERVICES 1YNF-GP79-94CJ 03/13/2024 20240405 69.98 Invoice: 1YNF-GP79-94CJ 69.98 52052000 6513 Golf Gen - SupOffice AMAZON CAPITAL SERVICES 1N13-7JD3-9G6W 03/13/2024 20240405 40.78 Invoice: 1N13-7JD3-9G6W 40.78 13013000 6406 Pol Ad Gen - SupOther AMAZON CAPITAL SERVICES 19GJ-W1QQ-99NQ 03/13/2024 20240405 39.78 Invoice: 19GJ-W1QQ-99NQ Planning Office Supplies 39.78 10510500 6406 Plan Gen - SupOther AMAZON CAPITAL SERVICES 1GHY-XGHG-C1JY 03/13/2024 20240405 77.99 Invoice: 1GHY-XGHG-C1JY 77.99 52052000 6513 Golf Gen - SupOffice AMAZON CAPITAL SERVICES 1RPN-H46K-1XQ9 03/13/2024 20240405 13.95 Invoice: 1RPN-H46K-1XQ9 13.95 61061004 6556 PW Equip - Tool&Acces AMAZON CAPITAL SERVICES 147L-MQMG-V7R6 03/23/2024 20240405 -88.99 Invoice: 147L-MQMG-V7R6 Refund for Drone Remote ID Device -88.99 10410402 6410 Video Pro - SupVidProd CHECK 494105 TOTAL: 2,845.89 494106 04/05/2024 PRTD 100630 ANCHOR PAPER COMPANY 10741021-00 03/12/2024 20240405 859.00 Invoice: 10741021-00 Paper for supply room 859.00 10110100 6513 Admin Gen - SupOffice City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 ANCHOR PAPER COMPANY 10741014-00 03/12/2024 20240405 390.09 Invoice: 10741014-00 copy paper- City only pay MN General ST 6.875% 390.09 52052000 6513 Golf Gen - SupOffice ANCHOR PAPER COMPANY 10741022-00 03/12/2024 20240405 214.75 Invoice: 10741022-00 Paper 214.75 10110100 6513 Admin Gen - SupOffice CHECK 494106 TOTAL: 1,463.84 494107 04/05/2024 PRTD 101874 ANCOM TECHNICAL CENTER 120355 03/12/2024 20240405 713.00 Invoice: 120355 LED speaker Black box 713.00 12012000 6103 Fire Gen - Prof Svrs CHECK 494107 TOTAL: 713.00 494108 04/05/2024 PRTD 160792 APPLE SHAKOPEE MOTORS INC 150939 03/19/2024 20240405 467.60 Invoice: 150939 467.60 61061005 6530 Police Eq - ReprParts CHECK 494108 TOTAL: 467.60 494109 04/05/2024 PRTD 151756 ARBEITER BREWING COMPANY LLC 1413 03/21/2024 20240405 102.00 Invoice: 1413 PO 39260 102.00 5800 1354 Liquor BS - Inv Beer ARBEITER BREWING COMPANY LLC 1414 03/21/2024 20240405 384.00 Invoice: 1414 PO 39262 384.00 5800 1354 Liquor BS - Inv Beer CHECK 494109 TOTAL: 486.00 494110 04/05/2024 PRTD 100643 BARR ENGINEERING CO 23271869.01 - 24 03/12/2024 20240405 3,388.50 Invoice: 23271869.01 - 24 Construction Support Services 3,388.50 E ENG21032.CONSTRUCTN.CONSULTING. 59005920 1605 Stm BS - PurchCIP BARR ENGINEERING CO 23271869.03 - 12 03/12/2024 20240405 841.00 Invoice: 23271869.03 - 12 Morningside Flood Landscape R 841.00 E ENG21032.CONSTRUCTN.CONSULTING. 59005920 1605 Stm BS - PurchCIP CHECK 494110 TOTAL: 4,229.50 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 494111 04/05/2024 PRTD 151171 7TH STREET BEER COMPANY 4253 03/19/2024 20240405 140.00 Invoice: 4253 PO 39246 140.00 5800 1354 Liquor BS - Inv Beer 7TH STREET BEER COMPANY 4250 03/19/2024 20240405 210.00 Invoice: 4250 PO 39230 210.00 5800 1354 Liquor BS - Inv Beer 7TH STREET BEER COMPANY 4240 03/19/2024 20240405 172.00 Invoice: 4240 PO 39220 172.00 5800 1354 Liquor BS - Inv Beer CHECK 494111 TOTAL: 522.00 494112 04/05/2024 PRTD 136267 BAUHAUS BREW LABS LLC 14608 03/06/2024 20240405 890.00 Invoice: 14608 PO 38758 890.00 5800 1356 Liquor BS - Inventory THC Bev CHECK 494112 TOTAL: 890.00 494113 04/05/2024 PRTD 142186 BAYCOM INC SRVCE000000048983 03/18/2024 20240405 1,508.50 Invoice: SRVCE000000048983 Replace 3 walkie talkies 1,508.50 54054001 6406 Operations - SupOther CHECK 494113 TOTAL: 1,508.50 494114 04/05/2024 PRTD 102709 BDS LAUNDRY SYSTEMS LMV428835 03/14/2024 20240405 314.82 Invoice: LMV428835 Laundry Equipment Rental 314.82 12012000 6151 Fire Gen - Equip Rntl CHECK 494114 TOTAL: 314.82 494115 04/05/2024 PRTD 160964 BEAUDRY OIL AND SERVICE INC 2595597 03/14/2024 20240405 13,454.47 Invoice: 2595597 SHORT PAY MN ROAD TAX DIESEL-DYED 13,454.47 61061004 6581 PW Equip - Gasoline BEAUDRY OIL AND SERVICE INC 2564358-1 04/01/2024 20240405 -1,282.50 Invoice: 2564358-1 MN Road Tax Diesel-Dyed -1,282.50 61061004 6581 PW Equip - Gasoline CHECK 494115 TOTAL: 12,171.97 494116 04/05/2024 PRTD 101355 BELLBOY CORPORATION 0108105200 03/14/2024 20240405 52.23 Invoice: 0108105200 PO 38895 3.00 58058001 5515 50th Sell - CGS Other 49.23 5800 1355 Liquor BS - Inv Misc City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 BELLBOY CORPORATION 0203001500 03/20/2024 20240405 -24.00 Invoice: 0203001500 RMA 13043 -24.00 5800 1352 Liquor BS - Inv Liq BELLBOY CORPORATION 0108137500 03/21/2024 20240405 281.28 Invoice: 0108137500 PO 39321 7.28 58258201 5515 Grnd Sell - CGS Other 274.00 5800 1355 Liquor BS - Inv Misc BELLBOY CORPORATION 0202984800 03/21/2024 20240405 1,514.35 Invoice: 0202984800 PO 39322 14.85 58258201 5512 Grnd Sell - CGS Liq 1,499.50 5800 1352 Liquor BS - Inv Liq BELLBOY CORPORATION 0202984500 03/21/2024 20240405 276.15 Invoice: 0202984500 PO 39286 3.30 58058001 5512 50th Sell - CGS Liq 272.85 5800 1352 Liquor BS - Inv Liq BELLBOY CORPORATION 0108137400 03/21/2024 20240405 50.23 Invoice: 0108137400 PO 39287 3.00 58058001 5515 50th Sell - CGS Other 47.23 5800 1355 Liquor BS - Inv Misc BELLBOY CORPORATION 0202999000 03/21/2024 20240405 2,104.55 Invoice: 0202999000 PO 39372 18.15 58158101 5512 Sthdl Sell - CGS Liq 2,086.40 5800 1352 Liquor BS - Inv Liq BELLBOY CORPORATION 0108078200 03/07/2024 20240405 114.52 Invoice: 0108078200 PO 38641 3.52 58158101 5515 Sthdl Sell - CGS Other 111.00 5800 1355 Liquor BS - Inv Misc CHECK 494116 TOTAL: 4,369.31 494117 04/05/2024 PRTD 160615 BLUE PEAK CONSULTING LLC 1282 02/29/2024 20240405 8,400.00 Invoice: 1282 Par 360 Yearly Subscription Fee 8,400.00 12012000 6175 Fire Gen - EmpExams CHECK 494117 TOTAL: 8,400.00 494118 04/05/2024 PRTD 160051 BLUE TEES ENTERPRISES, LLC CN-7756 12/31/2023 20240405 -125.00 Invoice: CN-7756 -125.00 52005200 1356 Course BS - Inventory BLUE TEES ENTERPRISES, LLC INV-0259453 03/20/2024 20240405 2,127.92 Invoice: INV-0259453 2,057.50 52005200 1356 Course BS - Inventory City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 70.42 52052006 5510 Ret Sales - CGS CHECK 494118 TOTAL: 2,002.92 494119 04/05/2024 PRTD 151149 BOARMAN KROOS VOGEL GROUP INC 63567 03/10/2024 20240405 14,562.69 Invoice: 63567 Community Health & Safety Cent 14,562.69 E FIR21008.PRELIM DES. . 40500000 6103 Fire CP - Prof Svrs CHECK 494119 TOTAL: 14,562.69 494120 04/05/2024 PRTD 160887 BOBBY & STEVES AUTO WORLD WEST BL 264548 03/08/2024 20240405 109.99 Invoice: 264548 109.99 61061009 6180 Pk Mant Eq - Rep&Maint BOBBY & STEVES AUTO WORLD WEST BL 264545 03/08/2024 20240405 4,250.92 Invoice: 264545 4,250.92 61061006 6180 Fire Equip - Rep&Maint CHECK 494120 TOTAL: 4,360.91 494121 04/05/2024 PRTD 130602 BOOM ISLAND BREWING COMPANY LLC 1237 03/19/2024 20240405 169.84 Invoice: 1237 PO 39264 169.84 5800 1354 Liquor BS - Inv Beer BOOM ISLAND BREWING COMPANY LLC 1233 03/19/2024 20240405 123.00 Invoice: 1233 PO 39259 123.00 5800 1354 Liquor BS - Inv Beer CHECK 494121 TOTAL: 292.84 494122 04/05/2024 PRTD 101010 BORDER STATES INDUSTRIES INC 927971763 03/06/2024 20240405 28.20 Invoice: 927971763 28.20 63063001 6180 PW Fac - Rep&Maint BORDER STATES INDUSTRIES INC 927971751 03/06/2024 20240405 358.44 Invoice: 927971751 358.44 57057001 6180 CLP Park - Rep&Maint BORDER STATES INDUSTRIES INC 927980909 03/07/2024 20240405 1,224.99 Invoice: 927980909 1,224.99 E ENG98001.MISCELLAN .REPAIRS . 40840801 6180 Faclt CP - Rep&Maint City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 494122 TOTAL: 1,611.63 494123 04/05/2024 PRTD 105367 BOUND TREE MEDICAL LLC 85271499 03/06/2024 20240405 197.98 Invoice: 85271499 Ketorolac 30mg/ml, 1ml vial 25/cs 197.98 12012000 6510 Fire Gen - SupFrstAid BOUND TREE MEDICAL LLC 85260965 02/26/2024 20240405 972.17 Invoice: 85260965 Adrenalin (Epinephrine) 1mg, 972.17 12012000 6510 Fire Gen - SupFrstAid CHECK 494123 TOTAL: 1,170.15 494124 04/05/2024 PRTD 119351 BOURGET IMPORTS 205229 03/20/2024 20240405 826.00 Invoice: 205229 PO 39222 10.00 58258201 5513 Grnd Sell - CGS Wine 816.00 5800 1353 Liquor BS - Inv Wine CHECK 494124 TOTAL: 826.00 494125 04/05/2024 PRTD 117040 BOYER FORD TRUCKS INC 098P7220 03/11/2024 20240405 10.04 Invoice: 098P7220 10.04 61061004 6530 PW Equip - ReprParts CHECK 494125 TOTAL: 10.04 494126 04/05/2024 PRTD 160671 BRANDED BILLS LLC INV0371472 03/07/2024 20240405 1,319.56 Invoice: INV0371472 1,296.00 52005200 1356 Course BS - Inventory 23.56 52052006 5510 Ret Sales - CGS BRANDED BILLS LLC INV0373913 03/12/2024 20240405 663.07 Invoice: INV0373913 648.00 52005200 1356 Course BS - Inventory 15.07 52052006 5510 Ret Sales - CGS CHECK 494126 TOTAL: 1,982.63 494127 04/05/2024 PRTD 100664 BRAUN INTERTEC CORPORATION B378508 03/11/2024 20240405 932.00 Invoice: B378508 Sanitary Sewer Lift Station #6 932.00 E ENG21040.CONSTRUCTN.CONSULTING. 59005910 1605 Sew BS - PurchCIP BRAUN INTERTEC CORPORATION B378631 03/12/2024 20240405 485.10 Invoice: B378631 485.10 E FIR21008.CONSTRUCTN. . City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 40500000 6713 Fire CP - CapBldStrc BRAUN INTERTEC CORPORATION B378688 03/12/2024 20240405 2,512.50 Invoice: B378688 2024 Roadway Recon Engineering 837.50 E ENG24100.CONST.STRM.CONSULTING. 59005920 1605 Stm BS - PurchCIP 837.50 E ENG24100.CONST.WAT .CONSULTING. 59005900 1605 Wat BS - PurchCIP 837.50 E ENG24100.CONSTRUCTN.CONSULTING. 44044000 6715 Streets - CapInfrast BRAUN INTERTEC CORPORATION B378685 03/12/2024 20240405 1,712.50 Invoice: B378685 1,712.50 E ENG98001.MISCELLAN .SERVICES . 40840801 6103 Faclt CP - Prof Svrs BRAUN INTERTEC CORPORATION B378689 03/12/2024 20240405 3,498.50 Invoice: B378689 2024 Roadway Recon Engineering 1,165.00 E ENG24101.CONST.STRM.CONSULTING. 59005920 1605 Stm BS - PurchCIP 1,165.00 E ENG24101.CONST.WAT .CONSULTING. 59005900 1605 Wat BS - PurchCIP 1,168.50 E ENG24101.CONSTRUCTN.CONSULTING. 44044000 6715 Streets - CapInfrast BRAUN INTERTEC CORPORATION B378698 03/12/2024 20240405 108.00 Invoice: B378698 Courtney Fields Complex Lighting 108.00 E P&R23208.MISCELLAN . . 40900000 6716 P&R CP - CapParks CHECK 494127 TOTAL: 9,248.60 494128 04/05/2024 PRTD 124291 BREAKTHRU BEVERAGE MINNESOTA WINE 114906223 03/20/2024 20240405 1,190.90 Invoice: 114906223 PO 39276 6.90 58258201 5513 Grnd Sell - CGS Wine 1,184.00 5800 1353 Liquor BS - Inv Wine BREAKTHRU BEVERAGE MINNESOTA WINE 114899605 03/20/2024 20240405 29.15 Invoice: 114899605 PO 39275 1.15 58258201 5515 Grnd Sell - CGS Other 28.00 5800 1355 Liquor BS - Inv Misc BREAKTHRU BEVERAGE MINNESOTA WINE 114906221 03/20/2024 20240405 1,506.30 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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: 114906221 PO 39274 10.83 58258201 5512 Grnd Sell - CGS Liq 1,495.47 5800 1352 Liquor BS - Inv Liq BREAKTHRU BEVERAGE MINNESOTA WINE 114906222 03/20/2024 20240405 136.15 Invoice: 114906222 PO 39377 1.15 58258201 5512 Grnd Sell - CGS Liq 135.00 5800 1352 Liquor BS - Inv Liq BREAKTHRU BEVERAGE MINNESOTA WINE 114906202 03/20/2024 20240405 267.45 Invoice: 114906202 PO 39336 3.45 58158101 5515 Sthdl Sell - CGS Other 264.00 5800 1355 Liquor BS - Inv Misc BREAKTHRU BEVERAGE MINNESOTA WINE 114906205 03/20/2024 20240405 139.86 Invoice: 114906205 PO 39329 5.75 58158101 5515 Sthdl Sell - CGS Other 134.11 5800 1355 Liquor BS - Inv Misc BREAKTHRU BEVERAGE MINNESOTA WINE 114906204 03/20/2024 20240405 1,116.65 Invoice: 114906204 PO 39328 8.05 58158101 5512 Sthdl Sell - CGS Liq 1,108.60 5800 1352 Liquor BS - Inv Liq BREAKTHRU BEVERAGE MINNESOTA WINE 114906201 03/20/2024 20240405 136.15 Invoice: 114906201 PO 39388 1.15 58158101 5512 Sthdl Sell - CGS Liq 135.00 5800 1352 Liquor BS - Inv Liq BREAKTHRU BEVERAGE MINNESOTA WINE 114906203 03/20/2024 20240405 1,278.95 Invoice: 114906203 PO 39330 14.95 58158101 5513 Sthdl Sell - CGS Wine 1,264.00 5800 1353 Liquor BS - Inv Wine BREAKTHRU BEVERAGE MINNESOTA WINE 114906225 03/20/2024 20240405 136.15 Invoice: 114906225 PO 39384 1.15 58058001 5512 50th Sell - CGS Liq 135.00 5800 1352 Liquor BS - Inv Liq BREAKTHRU BEVERAGE MINNESOTA WINE 114906224 03/20/2024 20240405 971.80 Invoice: 114906224 PO 39289 13.80 58058001 5512 50th Sell - CGS Liq 958.00 5800 1352 Liquor BS - Inv Liq CHECK 494128 TOTAL: 6,909.51 494129 04/05/2024 PRTD 124529 BREAKTHRU BEVERAGE MINNESOTA BEER 114879862 03/19/2024 20240405 6,871.95 Invoice: 114879862 PO 39238 6,871.95 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 114882426 03/19/2024 20240405 329.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 Invoice: 114882426 PO 39240 329.00 5800 1352 Liquor BS - Inv Liq BREAKTHRU BEVERAGE MINNESOTA BEER 114882427 03/19/2024 20240405 100.45 Invoice: 114882427 PO 39239 100.45 5800 1355 Liquor BS - Inv Misc BREAKTHRU BEVERAGE MINNESOTA BEER 114879863 03/19/2024 20240405 2,895.00 Invoice: 114879863 PO 39231 2,895.00 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 114879558 03/19/2024 20240405 519.50 Invoice: 114879558 PO 39219 519.50 5800 1355 Liquor BS - Inv Misc BREAKTHRU BEVERAGE MINNESOTA BEER 114879560 03/19/2024 20240405 3,531.75 Invoice: 114879560 PO 39218 3,531.75 5800 1354 Liquor BS - Inv Beer CHECK 494129 TOTAL: 14,247.65 494130 04/05/2024 PRTD 102149 CALLAWAY GOLF 937657004 02/12/2024 20240405 388.07 Invoice: 937657004 370.50 52005200 1356 Course BS - Inventory 17.57 52052006 5510 Ret Sales - CGS CHECK 494130 TOTAL: 388.07 494131 04/05/2024 PRTD 130315 CANNON VALLEY SPECIALTIES 1152 03/06/2024 20240405 102.00 Invoice: 1152 State of the Community T-shirts 102.00 10410400 6136 Comm Gen - PrfSvOther CHECK 494131 TOTAL: 102.00 494132 04/05/2024 PRTD 119455 CAPITOL BEVERAGE SALES LP 2962053 03/22/2024 20240405 119.20 Invoice: 2962053 PO 39386 119.20 5800 1352 Liquor BS - Inv Liq CAPITOL BEVERAGE SALES LP 2962020 03/22/2024 20240405 61.50 Invoice: 2962020 PO 39379 61.50 5800 1355 Liquor BS - Inv Misc CAPITOL BEVERAGE SALES LP 2962021 03/22/2024 20240405 814.75 Invoice: 2962021 PO 39376 814.75 5800 1354 Liquor BS - Inv Beer CAPITOL BEVERAGE SALES LP 2962072/2964847 03/22/2024 20240405 1,378.60 Invoice: 2962072/2964847 PO 39387 1,378.60 5800 1354 Liquor BS - Inv Beer City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 494132 TOTAL: 2,374.05 494133 04/05/2024 PRTD 101515 CEMSTONE PRODUCTS COMPANY 7380412 03/06/2024 20240405 1,631.50 Invoice: 7380412 1,631.50 59059003 6520 Wat Distr - Concrete CHECK 494133 TOTAL: 1,631.50 494134 04/05/2024 PRTD 160938 GOOD NAME HOSPITALITY INC 671677 03/07/2024 20240405 2,731.25 Invoice: 671677 Braemar Arena-concessions supplies 2,731.25 55055002 5510 Concession - CGS CHECK 494134 TOTAL: 2,731.25 494135 04/05/2024 PRTD 160939 CIGNA HEALTH AND LIFE INSURANCE C 03-2024 03/26/2024 20240405 2,829.60 Invoice: 03-2024 Feb 2024 Acc-CI-Hospital 2,829.60 9000 2033 Payroll BS - Acdtl&Crit CHECK 494135 TOTAL: 2,829.60 494136 04/05/2024 PRTD 142028 CINTAS CORPORATION 4185781630 03/08/2024 20240405 33.68 Invoice: 4185781630 33.68 63063001 6511 PW Fac - SupCustod CHECK 494136 TOTAL: 33.68 494137 04/05/2024 PRTD 142028 CINTAS CORPORATION NO.2 5201070939 03/07/2024 20240405 125.56 Invoice: 5201070939 125.56 63063000 6511 City Hall - SupCustod CINTAS CORPORATION NO.2 5201538078 03/11/2024 20240405 160.55 Invoice: 5201538078 160.55 55055001 6230 Bldg/Grnds - SrvCntrcts CINTAS CORPORATION NO.2 5201538084 03/11/2024 20240405 21.48 Invoice: 5201538084 21.48 55055001 6230 Bldg/Grnds - SrvCntrcts CHECK 494137 TOTAL: 307.59 494138 04/05/2024 PRTD 142028 CINTAS CORPORATION 4183755994 02/19/2024 20240405 60.68 Invoice: 4183755994 mats 60.68 52100000 6203 Golf Dome - Uniforms CINTAS CORPORATION 4185892599 03/11/2024 20240405 86.68 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 Invoice: 4185892599 mats 86.68 52100000 6203 Golf Dome - Uniforms CHECK 494138 TOTAL: 147.36 494139 04/05/2024 PRTD 100687 CITY OF RICHFIELD RFD-3/24-1 03/27/2024 20240405 1,272.32 Invoice: RFD-3/24-1 1,272.32 72000000 6406 MN TF 1 - SupOther CHECK 494139 TOTAL: 1,272.32 494140 04/05/2024 PRTD 100087 CITY OF SAINT PAUL IN57534 03/06/2024 20240405 6,000.00 Invoice: IN57534 K9 Basic and Detector 6,000.00 E POL06001.MISCELLAN .SUPPLIES . 13213200 6406 Patrol Gen - SupOther CHECK 494140 TOTAL: 6,000.00 494141 04/05/2024 PRTD 102165 ROGER CLEVELAND GOLF CO. INC 7848317 SO 03/07/2024 20240405 80.00 Invoice: 7848317 SO 70.00 52005200 1356 Course BS - Inventory 10.00 52052006 5510 Ret Sales - CGS ROGER CLEVELAND GOLF CO. INC 7850301 03/08/2024 20240405 2,420.00 Invoice: 7850301 2,300.00 52005200 1356 Course BS - Inventory 120.00 52052006 5510 Ret Sales - CGS CHECK 494141 TOTAL: 2,500.00 494142 04/05/2024 PRTD 160115 CREATING ART INC. 1520 03/16/2024 20240405 410.00 Invoice: 1520 Painting Class Instructor Fees 410.00 51051002 6103 Instrucnal - Prof Svrs CHECK 494142 TOTAL: 410.00 494143 04/05/2024 PRTD 121267 CREATIVE RESOURCES IN0008709 03/08/2024 20240405 1,452.54 Invoice: IN0008709 2024 City Olympics T-Shirts 1,452.54 60060005 6406 Saf & Well - SupOther CHECK 494143 TOTAL: 1,452.54 494144 04/05/2024 PRTD 103799 CURBSIDE LANDSCAPE & IRRIGATION 285156 01/05/2024 20240405 208.00 Invoice: 285156 208.00 55055001 6230 Bldg/Grnds - SrvCntrcts City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 494144 TOTAL: 208.00 494145 04/05/2024 PRTD 160780 DANGEROUS MAN BREWING CO LLC IN-3065 03/21/2024 20240405 359.00 Invoice: IN-3065 PO 39248 359.00 5800 1354 Liquor BS - Inv Beer DANGEROUS MAN BREWING CO LLC IN-3116 03/21/2024 20240405 161.00 Invoice: IN-3116 PO 39338 161.00 5800 1354 Liquor BS - Inv Beer DANGEROUS MAN BREWING CO LLC IN-3120 03/21/2024 20240405 312.00 Invoice: IN-3120 PO 39315 312.00 5800 1354 Liquor BS - Inv Beer CHECK 494145 TOTAL: 832.00 494146 04/05/2024 PRTD 100718 DELEGARD TOOL COMPANY K68098/1 03/07/2024 20240405 8.66 Invoice: K68098/1 8.66 61061004 6530 PW Equip - ReprParts CHECK 494146 TOTAL: 8.66 494147 04/05/2024 PRTD 123995 BLUE COMPACTOR SERVICES LLC 10375782T460 04/01/2024 20240405 1,183.29 Invoice: 10375782T460 Braemer Arena 1,183.29 55055001 6230 Bldg/Grnds - SrvCntrcts CHECK 494147 TOTAL: 1,183.29 494148 04/05/2024 PRTD 160060 DOMACE VINO LLC 27855 03/20/2024 20240405 1,341.00 Invoice: 27855 PO 39158 33.00 58258201 5513 Grnd Sell - CGS Wine 1,308.00 5800 1353 Liquor BS - Inv Wine DOMACE VINO LLC 27856 03/20/2024 20240405 1,761.00 Invoice: 27856 PO 39157 45.00 58158101 5513 Sthdl Sell - CGS Wine 1,716.00 5800 1353 Liquor BS - Inv Wine DOMACE VINO LLC 27854 03/20/2024 20240405 861.00 Invoice: 27854 PO 39156 21.00 58058001 5513 50th Sell - CGS Wine 840.00 5800 1353 Liquor BS - Inv Wine CHECK 494148 TOTAL: 3,963.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 494149 04/05/2024 PRTD 100730 DORSEY & WHITNEY LLP 3955769 03/06/2024 20240405 1,342.50 Invoice: 3955769 legal review 4917 Eden - Willson TIF District 1,342.50 E DEV21001.MISCELLAN . . 26026000 6131 HRA Admin - PrfSvLegal DORSEY & WHITNEY LLP 3955768 03/06/2024 20240405 268.50 Invoice: 3955768 Client-Matter No.: 094802-00545 268.50 E DEV22106.MISCELLAN . . 26026000 6131 HRA Admin - PrfSvLegal DORSEY & WHITNEY LLP 3955792 03/06/2024 20240405 1,655.00 Invoice: 3955792 Client-Matter No.: 094802-00549 1,655.00 E DEV22107.MISCELLAN . . 26026000 6131 HRA Admin - PrfSvLegal CHECK 494149 TOTAL: 3,266.00 494150 04/05/2024 PRTD 129079 DRAIN KING INC 121624 03/11/2024 20240405 295.00 Invoice: 121624 Main line - Art Center 295.00 51051000 6103 Admin/Ops - Prof Svrs CHECK 494150 TOTAL: 295.00 494151 04/05/2024 PRTD 129718 DREW'S CONCESSIONS LLC 2992 03/11/2024 20240405 3,337.72 Invoice: 2992 Braemar Arena-concessions supplies 3,337.72 55055002 5510 Concession - CGS CHECK 494151 TOTAL: 3,337.72 494152 04/05/2024 PRTD 104192 DYNAMIC BRANDS INV1704033 03/12/2024 20240405 643.20 Invoice: INV1704033 624.00 52005200 1356 Course BS - Inventory 19.20 52052006 5510 Ret Sales - CGS DYNAMIC BRANDS INV1704048 03/12/2024 20240405 618.84 Invoice: INV1704048 588.00 52005200 1356 Course BS - Inventory 30.84 52052006 5510 Ret Sales - CGS CHECK 494152 TOTAL: 1,262.04 494153 04/05/2024 PRTD 132810 ECM PUBLISHERS INC 988876 03/07/2024 20240405 315.50 Invoice: 988876 315.50 10210202 6120 Lic & Perm - AdvLegal City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 494153 TOTAL: 315.50 494154 04/05/2024 PRTD 100744 EDINA CHAMBER OF COMMERCE 44831 03/22/2024 20240405 50.00 Invoice: 44831 Golf cart ads e-blast ad 50.00 10410400 6103 Comm Gen - Prof Svrs CHECK 494154 TOTAL: 50.00 494155 04/05/2024 PRTD 101630 EDINA PUBLIC SCHOOLS 2024 Human Services 03/21/2024 20240405 50,000.00 Invoice: 2024 Human Services Contractual services 50,000.00 10110102 6103 Con Soc Sv - Prof Svrs CHECK 494155 TOTAL: 50,000.00 494156 04/05/2024 PRTD 160062 ELM CREEK BREWING COMPANY E-6318 03/22/2024 20240405 185.00 Invoice: E-6318 PO 39340 185.00 5800 1354 Liquor BS - Inv Beer CHECK 494156 TOTAL: 185.00 494157 04/05/2024 PRTD 101956 EMERGENCY APPARATUS MAINTENANCE I 131277 03/11/2024 20240405 750.25 Invoice: 131277 Engine E- 27193 (NEW 2020 750.25 12012000 6180 Fire Gen - Rep&Maint CHECK 494157 TOTAL: 750.25 494158 04/05/2024 PRTD 122792 EMERGENCY AUTOMOTIVE TECHNOLOGIES SERV2431 01/25/2024 20240405 644.00 Invoice: SERV2431 REPLACED BLOWN 30 AMP FUSE- chief 3 644.00 12012000 6180 Fire Gen - Rep&Maint CHECK 494158 TOTAL: 644.00 494159 04/05/2024 PRTD 137540 EMSL ANALYTICAL INC 35179756 03/08/2024 20240405 66.20 Invoice: 35179756 66.20 71071002 6103 Range - Prof Svrs CHECK 494159 TOTAL: 66.20 494160 04/05/2024 PRTD 160613 FIDELITY SECURITY LIFE INSURANCE 166172916 03/26/2024 20240405 1,068.95 Invoice: 166172916 03-2023 Eye Med -actives 1,068.95 9000 2032 Payroll BS - Vision FIDELITY SECURITY LIFE INSURANCE 166173205 03/26/2024 20240405 16.70 Invoice: 166173205 03-2023 Eye Med -nonactives City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 16.70 60060004 6043 Other Insr - Cobra CHECK 494160 TOTAL: 1,085.65 494161 04/05/2024 PRTD 100146 ELLIOTT AUTO SUPPLY CO, INC 1-9498441 03/07/2024 20240405 30.48 Invoice: 1-9498441 30.48 61061004 6530 PW Equip - ReprParts ELLIOTT AUTO SUPPLY CO, INC 1-9502537 03/08/2024 20240405 14.80 Invoice: 1-9502537 14.80 61061004 6530 PW Equip - ReprParts ELLIOTT AUTO SUPPLY CO, INC 70-554439 03/08/2024 20240405 14.48 Invoice: 70-554439 14.48 61061004 6530 PW Equip - ReprParts ELLIOTT AUTO SUPPLY CO, INC 1-9510181 03/11/2024 20240405 33.20 Invoice: 1-9510181 33.20 61061003 6530 Eng Equip - ReprParts ELLIOTT AUTO SUPPLY CO, INC 69-517478 03/12/2024 20240405 9.66 Invoice: 69-517478 9.66 61061005 6530 Police Eq - ReprParts ELLIOTT AUTO SUPPLY CO, INC 1-9514006 03/12/2024 20240405 112.80 Invoice: 1-9514006 112.80 61061005 6530 Police Eq - ReprParts ELLIOTT AUTO SUPPLY CO, INC 1-9514376 03/12/2024 20240405 179.97 Invoice: 1-9514376 179.97 61061005 6530 Police Eq - ReprParts CHECK 494161 TOTAL: 395.39 494162 04/05/2024 PRTD 147181 FALLING BREWERY - BERGMAN LEDGE L E-13705 03/21/2024 20240405 150.00 Invoice: E-13705 PO 39342 150.00 5800 1356 Liquor BS - Inventory THC Bev FALLING BREWERY - BERGMAN LEDGE L E-13672 03/21/2024 20240405 341.00 Invoice: E-13672 PO 39261 341.00 5800 1354 Liquor BS - Inv Beer FALLING BREWERY - BERGMAN LEDGE L E-13706 03/21/2024 20240405 169.00 Invoice: E-13706 PO 39341 169.00 5800 1354 Liquor BS - Inv Beer FALLING BREWERY - BERGMAN LEDGE L E-13699 03/21/2024 20240405 210.00 Invoice: E-13699 PO 39268 210.00 5800 1354 Liquor BS - Inv Beer City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 CHECK 494162 TOTAL: 870.00 494163 04/05/2024 PRTD 116492 BRIDGETOWER OPCO, LLC 745680120 03/07/2024 20240405 205.80 Invoice: 745680120 205.80 10210202 6120 Lic & Perm - AdvLegal BRIDGETOWER OPCO, LLC 745680121 03/07/2024 20240405 226.38 Invoice: 745680121 226.38 10210202 6120 Lic & Perm - AdvLegal CHECK 494163 TOTAL: 432.18 494164 04/05/2024 PRTD 141837 DAIOHS USA INC 017807 03/20/2024 20240405 798.56 Invoice: 017807 CARIBOU BLEND COFFEE 798.56 12012000 6406 Fire Gen - SupOther DAIOHS USA INC 017802 03/20/2024 20240405 643.72 Invoice: 017802 643.72 14014000 6406 PW Adm Gen - SupOther DAIOHS USA INC 018412 03/29/2024 20240405 940.95 Invoice: 018412 COFFEE 940.95 12012000 6406 Fire Gen - SupOther CHECK 494164 TOTAL: 2,383.23 494165 04/05/2024 PRTD 104270 FLARE HEATING & AIR CONDITIONING 0055983-IN 03/11/2024 20240405 9,490.00 Invoice: 0055983-IN 9,490.00 63063001 6103 PW Fac - Prof Svrs CHECK 494165 TOTAL: 9,490.00 494166 04/05/2024 PRTD 102456 GALLS PARENT HOLDINGS LLC 027294317 03/06/2024 20240405 9.79 Invoice: 027294317 Tactical Ear Mold - Reilly 9.79 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 027294318 03/06/2024 20240405 9.79 Invoice: 027294318 Tactical Ear Mold - Miller 9.79 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 027306049 03/07/2024 20240405 8.79 Invoice: 027306049 2 line chest embroidery - VanPelt 8.79 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 027306052 03/07/2024 20240405 82.58 Invoice: 027306052 S/S Duty Shirt - Heckert 82.58 13013000 6203 Pol Ad Gen - Uniforms City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 GALLS PARENT HOLDINGS LLC 027306053 03/07/2024 20240405 80.46 Invoice: 027306053 L/S Duty Shirt - Davis 80.46 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 027306086 03/07/2024 20240405 88.99 Invoice: 027306086 L/S Duty Shirt - Martinez 88.99 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 027317672 03/08/2024 20240405 213.39 Invoice: 027317672 5.11 Polo Shirts - White 213.39 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 027317696 03/08/2024 20240405 243.48 Invoice: 027317696 OC Spray for Reserves - Zech 243.48 13013003 6203 Res Prog - Uniforms GALLS PARENT HOLDINGS LLC 027335922 03/11/2024 20240405 60.87 Invoice: 027335922 OC Spray for Reserves - Zech 60.87 13013003 6406 Res Prog - SupOther GALLS PARENT HOLDINGS LLC 027347793 03/12/2024 20240405 29.99 Invoice: 027347793 Class A Belt - Bryer 29.99 13013000 6203 Pol Ad Gen - Uniforms CHECK 494166 TOTAL: 828.13 494167 04/05/2024 PRTD 160943 GIESENBRAU BIER CO 20906 03/21/2024 20240405 170.00 Invoice: 20906 PO 39339 170.00 5800 1354 Liquor BS - Inv Beer CHECK 494167 TOTAL: 170.00 494168 04/05/2024 PRTD 160231 BOLDENOW, CINDY GG240410 03/22/2024 20240405 2,900.00 Invoice: GG240410 recreation-Go Gymnastics 2,900.00 16116105 6103 Prtnr Prog - Prof Svrs CHECK 494168 TOTAL: 2,900.00 494169 04/05/2024 PRTD 101103 WW GRAINGER 9042979196 03/06/2024 20240405 53.94 Invoice: 9042979196 53.94 71071000 6406 Admin - SupOther WW GRAINGER 9044855014 03/07/2024 20240405 174.34 Invoice: 9044855014 174.34 71071001 6180 Main Bldng - Rep&Maint CHECK 494169 TOTAL: 228.28 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 494170 04/05/2024 PRTD 100783 GRAYBAR ELECTRIC CO INC 9336342968 03/11/2024 20240405 154.56 Invoice: 9336342968 Fiber cables, Brady labels 154.56 62062000 6406 I.T. Gen - SupOther GRAYBAR ELECTRIC CO INC 9336361346 03/08/2024 20240405 68.16 Invoice: 9336361346 7ft network cables 68.16 62062000 6406 I.T. Gen - SupOther CHECK 494170 TOTAL: 222.72 494171 04/05/2024 PRTD 100790 HACH COMPANY 13949833 03/06/2024 20240405 398.59 Invoice: 13949833 398.59 59059002 6406 Wat Wells - SupOther CHECK 494171 TOTAL: 398.59 494172 04/05/2024 PRTD 137831 TRUSTEES OF THE HAMLINE UNIVERSIT CIV-1996 03/08/2024 20240405 3,500.00 Invoice: CIV-1996 3,500.00 59259205 6103 Stm EngSrv - Prof Svrs CHECK 494172 TOTAL: 3,500.00 494173 04/05/2024 PRTD 100797 HAWKINS INC 6703709 03/06/2024 20240405 5,121.60 Invoice: 6703709 5,121.60 59059005 6545 Wat Treat - Chemicals CHECK 494173 TOTAL: 5,121.60 494174 04/05/2024 PRTD 122093 GROUP HEALTHPLAN INC 128522309 03/26/2024 20240405 22,477.68 Invoice: 128522309 04-2024 HP Invoice-nonactives 22,477.68 60060004 6043 Other Insr - Cobra GROUP HEALTHPLAN INC 128544695 03/26/2024 20240405 522,386.36 Invoice: 128544695 04-2024 HP Invoice-actives 522,386.36 9000 2012 Payroll BS - Health Ins CHECK 494174 TOTAL: 544,864.04 494175 04/05/2024 PRTD 103085 HENNEPIN COUNTY ACCOUNTING SERVIC 1000223481 03/04/2024 20240405 2,527.98 Invoice: 1000223481 02/01/2024-02/29/2024 CUST ITC0001122 2,527.98 12012000 6103 Fire Gen - Prof Svrs CHECK 494175 TOTAL: 2,527.98 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 494176 04/05/2024 PRTD 103085 HENNEPIN COUNTY ACCOUNTING SERVIC 1000218729 02/06/2024 20240405 2,500.20 Invoice: 1000218729 01/01/2024-01/31/2024 CUST ITC0001122 2,500.20 12012000 6103 Fire Gen - Prof Svrs CHECK 494176 TOTAL: 2,500.20 494177 04/05/2024 PRTD 143585 HENNEPIN HEALTHCARE SYSTEM INC HEMS-03/24 03/26/2024 20240405 1,694.34 Invoice: HEMS-03/24 1,694.34 72000000 6406 MN TF 1 - SupOther CHECK 494177 TOTAL: 1,694.34 494178 04/05/2024 PRTD 100805 HIRSHFIELDS INC 03477051 03/11/2024 20240405 163.34 Invoice: 03477051 163.34 14014001 6406 Gen Mntce - SupOther CHECK 494178 TOTAL: 163.34 494179 04/05/2024 PRTD 104375 HOHENSTEINS INC 698897 03/19/2024 20240405 172.80 Invoice: 698897 PO 39244 172.80 5800 1355 Liquor BS - Inv Misc HOHENSTEINS INC 698898 03/19/2024 20240405 1,043.00 Invoice: 698898 PO 39241 1,043.00 5800 1354 Liquor BS - Inv Beer HOHENSTEINS INC 698807 03/19/2024 20240405 54.00 Invoice: 698807 PO 39233 54.00 5800 1355 Liquor BS - Inv Misc HOHENSTEINS INC 698809 03/19/2024 20240405 640.05 Invoice: 698809 PO 39234 640.05 5800 1354 Liquor BS - Inv Beer HOHENSTEINS INC 698808 03/19/2024 20240405 72.00 Invoice: 698808 PO 39232 72.00 5800 1356 Liquor BS - Inventory THC Bev HOHENSTEINS INC 698811 03/19/2024 20240405 270.00 Invoice: 698811 PO 39216 270.00 5800 1356 Liquor BS - Inventory THC Bev HOHENSTEINS INC 698810 03/19/2024 20240405 1,352.25 Invoice: 698810 PO 39217 1,352.25 5800 1354 Liquor BS - Inv Beer City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 494179 TOTAL: 3,604.10 494180 04/05/2024 PRTD 100417 HORIZON CHEMICAL CO INV64456 03/11/2024 20240405 653.30 Invoice: INV64456 Chlorine 653.30 54054001 6545 Operations - Chemicals CHECK 494180 TOTAL: 653.30 494181 04/05/2024 PRTD 129508 IMPACT MAILING OF MINNESOTA INC 210045 03/07/2024 20240405 4,694.32 Invoice: 210045 2/2/2024-2/29/2024 4,694.32 59059000 6103 Wat UB - Prof Svrs CHECK 494181 TOTAL: 4,694.32 494182 04/05/2024 PRTD 146427 LUCID BREWING LLC 18075 03/20/2024 20240405 190.00 Invoice: 18075 PO 39278 190.00 5800 1354 Liquor BS - Inv Beer LUCID BREWING LLC 18061 03/20/2024 20240405 211.00 Invoice: 18061 PO 39270 211.00 5800 1354 Liquor BS - Inv Beer CHECK 494182 TOTAL: 401.00 494183 04/05/2024 PRTD 160653 INSIGHT BREWING COMPANY LLC 13347 03/20/2024 20240405 184.60 Invoice: 13347 PO 39343 184.60 5800 1354 Liquor BS - Inv Beer INSIGHT BREWING COMPANY LLC 13346 03/20/2024 20240405 550.00 Invoice: 13346 PO 39344 550.00 5800 1356 Liquor BS - Inventory THC Bev CHECK 494183 TOTAL: 734.60 494184 04/05/2024 PRTD 103193 INTOXIMETERS INC 755849 03/11/2024 20240405 280.05 Invoice: 755849 280.05 21300000 6406 DWI Forf - SupOther CHECK 494184 TOTAL: 280.05 494185 04/05/2024 PRTD 100828 GREAT RIVERS PRINTING 74301 03/11/2024 20240405 190.00 Invoice: 74301 Multi-function tools 190.00 10410400 6406 Comm Gen - SupOther City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 CHECK 494185 TOTAL: 190.00 494186 04/05/2024 PRTD 100828 JERRY'S ENTERPRISES INC Fire-03/2024 03/25/2024 20240405 87.50 Invoice: Fire-03/2024 Acct: 252162 Job:11 87.50 12012000 6406 Fire Gen - SupOther CHECK 494186 TOTAL: 87.50 494187 04/05/2024 PRTD 102146 JESSEN PRESS INC 691768 01/31/2024 20240405 3,215.00 Invoice: 691768 Feb. 2024 Edition: Edina Printing 3,215.00 10410400 6123 Comm Gen - Mgzn/News JESSEN PRESS INC 691980 03/19/2024 20240405 17,625.00 Invoice: 691980 2023 About Town annual report printing 17,625.00 10410400 6123 Comm Gen - Mgzn/News CHECK 494187 TOTAL: 20,840.00 494188 04/05/2024 PRTD 100835 ARTISAN BEER COMPANY 3666892 03/14/2024 20240405 24.60 Invoice: 3666892 PO 39153 24.60 5800 1355 Liquor BS - Inv Misc ARTISAN BEER COMPANY 3668494 03/21/2024 20240405 203.00 Invoice: 3668494 PO 39378 203.00 5800 1356 Liquor BS - Inventory THC Bev ARTISAN BEER COMPANY 3668493 03/21/2024 20240405 695.20 Invoice: 3668493 PO 39381 695.20 5800 1354 Liquor BS - Inv Beer ARTISAN BEER COMPANY 3668490 03/21/2024 20240405 431.00 Invoice: 3668490 PO 39389 431.00 5800 1356 Liquor BS - Inventory THC Bev ARTISAN BEER COMPANY 3668492 03/21/2024 20240405 1,790.30 Invoice: 3668492 PO 39374 1,790.30 5800 1354 Liquor BS - Inv Beer ARTISAN BEER COMPANY 3668491 03/21/2024 20240405 1,181.00 Invoice: 3668491 PO 39375 1,181.00 5800 1356 Liquor BS - Inventory THC Bev ARTISAN BEER COMPANY 3665299 03/07/2024 20240405 175.30 Invoice: 3665299 PO 38801 175.30 5800 1355 Liquor BS - Inv Misc ARTISAN BEER COMPANY 3668489 03/21/2024 20240405 1,644.30 Invoice: 3668489 PO 39390 1,644.30 5800 1354 Liquor BS - Inv Beer City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 494188 TOTAL: 6,144.70 494189 04/05/2024 PRTD 100835 PHILLIPS WINE & SPIRITS 6755971 03/21/2024 20240405 29.90 Invoice: 6755971 PO 39392 1.40 58258201 5515 Grnd Sell - CGS Other 28.50 5800 1355 Liquor BS - Inv Misc PHILLIPS WINE & SPIRITS 6755970 03/21/2024 20240405 408.20 Invoice: 6755970 PO 39393 4.20 58258201 5513 Grnd Sell - CGS Wine 404.00 5800 1353 Liquor BS - Inv Wine PHILLIPS WINE & SPIRITS 6755972 03/21/2024 20240405 626.15 Invoice: 6755972 PO 39391 7.00 58258201 5512 Grnd Sell - CGS Liq 619.15 5800 1352 Liquor BS - Inv Liq PHILLIPS WINE & SPIRITS 6755965 03/21/2024 20240405 748.30 Invoice: 6755965 PO 39301 8.40 58058001 5512 50th Sell - CGS Liq 739.90 5800 1352 Liquor BS - Inv Liq PHILLIPS WINE & SPIRITS 6755966 03/21/2024 20240405 130.80 Invoice: 6755966 PO 39302 2.80 58058001 5513 50th Sell - CGS Wine 128.00 5800 1353 Liquor BS - Inv Wine PHILLIPS WINE & SPIRITS 6755969 03/21/2024 20240405 28.40 Invoice: 6755969 PO 39368 1.40 58158101 5515 Sthdl Sell - CGS Other 27.00 5800 1355 Liquor BS - Inv Misc PHILLIPS WINE & SPIRITS 6755968 03/21/2024 20240405 1,282.30 Invoice: 6755968 PO 39369 14.00 58158101 5512 Sthdl Sell - CGS Liq 1,268.30 5800 1352 Liquor BS - Inv Liq PHILLIPS WINE & SPIRITS 6755967 03/21/2024 20240405 979.60 Invoice: 6755967 PO 39370 12.60 58158101 5513 Sthdl Sell - CGS Wine 967.00 5800 1353 Liquor BS - Inv Wine CHECK 494189 TOTAL: 4,233.65 494190 04/05/2024 PRTD 100835 WINE MERCHANTS 7465248 03/14/2024 20240405 69.40 Invoice: 7465248 PO 38925 1.40 58058001 5515 50th Sell - CGS Other 68.00 5800 1355 Liquor BS - Inv Misc City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 WINE MERCHANTS 7466125 03/21/2024 20240405 1,531.60 Invoice: 7466125 PO 39311 19.60 58058001 5513 50th Sell - CGS Wine 1,512.00 5800 1353 Liquor BS - Inv Wine WINE MERCHANTS 7466124 03/21/2024 20240405 121.40 Invoice: 7466124 PO 39310 1.40 58058001 5515 50th Sell - CGS Other 120.00 5800 1355 Liquor BS - Inv Misc WINE MERCHANTS 7466126 03/21/2024 20240405 913.80 Invoice: 7466126 PO 39371 9.80 58158101 5513 Sthdl Sell - CGS Wine 904.00 5800 1353 Liquor BS - Inv Wine WINE MERCHANTS 7464418 03/07/2024 20240405 364.20 Invoice: 7464418 PO 38683 4.20 58158101 5515 Sthdl Sell - CGS Other 360.00 5800 1355 Liquor BS - Inv Misc CHECK 494190 TOTAL: 3,000.40 494191 04/05/2024 PRTD 100835 JOHNSON BROTHERS LIQUOR CO 2501237 03/14/2024 20240405 38.40 Invoice: 2501237 PO 38906 1.40 58058001 5515 50th Sell - CGS Other 37.00 5800 1355 Liquor BS - Inv Misc JOHNSON BROTHERS LIQUOR CO 2501245 03/19/2024 20240405 1,378.05 Invoice: 2501245 PO 38902/ RMA 13294 9.80 58058001 5512 50th Sell - CGS Liq 1,368.25 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2505514 03/21/2024 20240405 69.80 Invoice: 2505514 PO 39356 2.80 58258201 5515 Grnd Sell - CGS Other 67.00 5800 1355 Liquor BS - Inv Misc JOHNSON BROTHERS LIQUOR CO 2505515 03/21/2024 20240405 459.04 Invoice: 2505515 PO 39358 5.60 58258201 5513 Grnd Sell - CGS Wine 453.44 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2505524 03/21/2024 20240405 216.20 Invoice: 2505524 PO 39355 4.20 58258201 5513 Grnd Sell - CGS Wine 212.00 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2505527 03/21/2024 20240405 248.40 Invoice: 2505527 PO 39354 8.40 58258201 5513 Grnd Sell - CGS Wine 240.00 5800 1353 Liquor BS - Inv Wine City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 JOHNSON BROTHERS LIQUOR CO 2505516 03/21/2024 20240405 581.08 Invoice: 2505516 PO 39357 9.10 58258201 5512 Grnd Sell - CGS Liq 571.98 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2505519 03/21/2024 20240405 1,573.53 Invoice: 2505519 PO 39352 11.20 58258201 5512 Grnd Sell - CGS Liq 1,562.33 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2505526 03/21/2024 20240405 1,702.30 Invoice: 2505526 PO 39353 37.80 58258201 5512 Grnd Sell - CGS Liq 1,664.50 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2505511 03/21/2024 20240405 407.80 Invoice: 2505511 PO 39293 2.80 58058001 5512 50th Sell - CGS Liq 405.00 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2505517 03/21/2024 20240405 1,676.65 Invoice: 2505517 PO 39385 8.40 58058001 5512 50th Sell - CGS Liq 1,668.25 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2505521 03/21/2024 20240405 363.40 Invoice: 2505521 PO 39296 1.40 58058001 5512 50th Sell - CGS Liq 362.00 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2505522 03/21/2024 20240405 134.80 Invoice: 2505522 PO 39295 2.80 58058001 5513 50th Sell - CGS Wine 132.00 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2506490 03/22/2024 20240405 960.50 Invoice: 2506490 PO 38903 10.50 58058001 5512 50th Sell - CGS Liq 950.00 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 289705 03/21/2024 20240405 -27.50 Invoice: 289705 RMA 13301 -27.50 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 289706 03/21/2024 20240405 -9.40 Invoice: 289706 RMA 13302 -9.40 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2505512 03/21/2024 20240405 1,013.74 Invoice: 2505512 PO 39365 14.00 58158101 5512 Sthdl Sell - CGS Liq City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 999.74 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2505518 03/21/2024 20240405 1,350.45 Invoice: 2505518 PO 39361 11.20 58158101 5512 Sthdl Sell - CGS Liq 1,339.25 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2505523 03/21/2024 20240405 372.60 Invoice: 2505523 PO 39363 5.60 58158101 5512 Sthdl Sell - CGS Liq 367.00 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2505513 03/21/2024 20240405 146.80 Invoice: 2505513 PO 39367 2.80 58158101 5513 Sthdl Sell - CGS Wine 144.00 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2505520 03/21/2024 20240405 786.55 Invoice: 2505520 PO 39364 9.80 58158101 5513 Sthdl Sell - CGS Wine 776.75 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2505525 03/21/2024 20240405 146.80 Invoice: 2505525 PO 39362 2.80 58158101 5513 Sthdl Sell - CGS Wine 144.00 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2496980 03/07/2024 20240405 38.40 Invoice: 2496980 PO 38657 1.40 58158101 5515 Sthdl Sell - CGS Other 37.00 5800 1355 Liquor BS - Inv Misc CHECK 494191 TOTAL: 13,628.39 494192 04/05/2024 PRTD 160541 KUBISTA, TERENCE 6 03/13/2024 20240405 150.00 Invoice: 6 British History Class - 1st Quarter 150.00 16116103 6103 Senior Cen - Prof Svrs CHECK 494192 TOTAL: 150.00 494193 04/05/2024 PRTD 160902 HEUER, JASON LLOYD 2841 03/20/2024 20240405 75.00 Invoice: 2841 ELT Photo 75.00 10110100 6103 Admin Gen - Prof Svrs CHECK 494193 TOTAL: 75.00 494194 04/05/2024 PRTD 100852 LAWSON PRODUCTS INC 9311364222 03/09/2024 20240405 1,437.37 Invoice: 9311364222 1,437.37 61061004 6530 PW Equip - ReprParts City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 CHECK 494194 TOTAL: 1,437.37 494195 04/05/2024 PRTD 101552 LEAGUE OF MINNESOTA CITIES 403943 03/26/2024 20240405 499.00 Invoice: 403943 2024 MCMA Annual Conference 499.00 10110100 6104 Admin Gen - Conf&Schls LEAGUE OF MINNESOTA CITIES 403926 03/26/2024 20240405 499.00 Invoice: 403926 2024 MCMA Annual Conference 499.00 10110100 6104 Admin Gen - Conf&Schls LEAGUE OF MINNESOTA CITIES 403795 03/26/2024 20240405 850.00 Invoice: 403795 2024 LMC Annual Conference 425.00 10110100 6104 Admin Gen - Conf&Schls 425.00 10000000 6104 City Cncl - Conf&Schls CHECK 494195 TOTAL: 1,848.00 494196 04/05/2024 PRTD 101552 LEAGUE OF MINNESOTA CITIES 40008059-03/24 03/25/2024 20240405 937.00 Invoice: 40008059-03/24 Minnesota Task Force One Urban Search & Rescue 937.00 72000000 6406 MN TF 1 - SupOther CHECK 494196 TOTAL: 937.00 494197 04/05/2024 PRTD 101552 LEAGUE OF MINNESOTA CITIES 401657 03/11/2024 20240405 50.00 Invoice: 401657 PSHRA Membership Dues-CM 50.00 10910900 6105 HR Gen - Dues&Sub CHECK 494197 TOTAL: 50.00 494198 04/05/2024 PRTD 103217 LHB INC 220556.00 - 16 03/12/2024 20240405 586.25 Invoice: 220556.00 - 16 Sustainable Buildings Policy S 586.25 25000004 6103 Professional Services CHECK 494198 TOTAL: 586.25 494199 04/05/2024 PRTD 135867 LIBATION PROJECT 69434 03/19/2024 20240405 2,757.64 Invoice: 69434 PO 39160 46.00 58158101 5513 Sthdl Sell - CGS Wine 2,711.64 5800 1353 Liquor BS - Inv Wine LIBATION PROJECT 69432 03/19/2024 20240405 2,585.64 Invoice: 69432 PO 39159 42.00 58058001 5513 50th Sell - CGS Wine 2,543.64 5800 1353 Liquor BS - Inv Wine LIBATION PROJECT 69529 03/20/2024 20240405 500.92 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 Invoice: 69529 PO 39223 6.00 58258201 5513 Grnd Sell - CGS Wine 494.92 5800 1353 Liquor BS - Inv Wine LIBATION PROJECT 69528 03/20/2024 20240405 510.04 Invoice: 69528 PO 39249 10.00 58158101 5513 Sthdl Sell - CGS Wine 500.04 5800 1353 Liquor BS - Inv Wine LIBATION PROJECT 69433 03/21/2024 20240405 1,770.00 Invoice: 69433 PO 39161 30.00 58258201 5513 Grnd Sell - CGS Wine 1,740.00 5800 1353 Liquor BS - Inv Wine LIBATION PROJECT 69594 03/22/2024 20240405 410.00 Invoice: 69594 PO 39323 2.00 58258201 5513 Grnd Sell - CGS Wine 408.00 5800 1353 Liquor BS - Inv Wine CHECK 494199 TOTAL: 8,534.24 494200 04/05/2024 PRTD 160548 LUCE LINE BREWING CO LLC E-2304 03/21/2024 20240405 140.00 Invoice: E-2304 PO 39350 140.00 5800 1356 Liquor BS - Inventory THC Bev LUCE LINE BREWING CO LLC E-2305 03/21/2024 20240405 441.00 Invoice: E-2305 PO 39345 441.00 5800 1354 Liquor BS - Inv Beer CHECK 494200 TOTAL: 581.00 494201 04/05/2024 PRTD 141916 LUPULIN BREWING COMPANY 002540 03/19/2024 20240405 -49.24 Invoice: 002540 RMA 13295 -49.24 5800 1354 Liquor BS - Inv Beer LUPULIN BREWING COMPANY 002541 03/19/2024 20240405 -13.08 Invoice: 002541 RMA 13296 -13.08 5800 1354 Liquor BS - Inv Beer LUPULIN BREWING COMPANY 59508 03/27/2024 20240405 900.00 Invoice: 59508 PO 39512 900.00 5800 1356 Liquor BS - Inventory THC Bev CHECK 494201 TOTAL: 837.68 494202 04/05/2024 PRTD 123848 LVC COMPANIES INC 137081 03/11/2024 20240405 2,720.00 Invoice: 137081 2,720.00 59059002 6180 Wat Wells - Rep&Maint City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 CHECK 494202 TOTAL: 2,720.00 494203 04/05/2024 PRTD 100864 MACQUEEN EQUIPMENT LLC P56264 03/11/2024 20240405 401.07 Invoice: P56264 401.07 61061004 6530 PW Equip - ReprParts CHECK 494203 TOTAL: 401.07 494204 04/05/2024 PRTD 141215 MAVERICK WINE LLC INV1201385/1200019 03/20/2024 20240405 1,023.51 Invoice: INV1201385/1200019 PO 39227 13.50 58258201 5513 Grnd Sell - CGS Wine 1,010.01 5800 1353 Liquor BS - Inv Wine MAVERICK WINE LLC INV1201446/1201405 03/20/2024 20240405 746.46 Invoice: INV1201446/1201405 PO 39250 10.50 58158101 5513 Sthdl Sell - CGS Wine 735.96 5800 1353 Liquor BS - Inv Wine MAVERICK WINE LLC INV1201409 03/20/2024 20240405 108.90 Invoice: INV1201409 PO 39225 1.50 58258201 5515 Grnd Sell - CGS Other 107.40 5800 1355 Liquor BS - Inv Misc MAVERICK WINE LLC INV1201432 03/20/2024 20240405 331.50 Invoice: INV1201432 PO 39226 1.50 58258201 5512 Grnd Sell - CGS Liq 330.00 5800 1352 Liquor BS - Inv Liq MAVERICK WINE LLC INV1201437 03/20/2024 20240405 261.48 Invoice: INV1201437 PO 39251 1.50 58158101 5512 Sthdl Sell - CGS Liq 259.98 5800 1352 Liquor BS - Inv Liq MAVERICK WINE LLC INV1201442 03/20/2024 20240405 261.48 Invoice: INV1201442 PO 39297 1.50 58058001 5512 50th Sell - CGS Liq 259.98 5800 1352 Liquor BS - Inv Liq MAVERICK WINE LLC INV1201448 03/20/2024 20240405 1,275.00 Invoice: INV1201448 PO 39298 15.00 58058001 5513 50th Sell - CGS Wine 1,260.00 5800 1353 Liquor BS - Inv Wine MAVERICK WINE LLC INV1202510 03/21/2024 20240405 522.96 Invoice: INV1202510 PO 39039 3.00 58058001 5512 50th Sell - CGS Liq 519.96 5800 1352 Liquor BS - Inv Liq MAVERICK WINE LLC INV1202515 03/21/2024 20240405 1,904.16 Invoice: INV1202515 PO 39040 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 24.00 58058001 5513 50th Sell - CGS Wine 1,880.16 5800 1353 Liquor BS - Inv Wine CHECK 494204 TOTAL: 6,435.45 494205 04/05/2024 PRTD 133458 MINNESOTA COUNTY/CITY MANAGERS AS 2023 DUES-LENZ 03/28/2024 20240405 75.00 Invoice: 2023 DUES-LENZ APMP dues Lenz 75.00 10110100 6105 Admin Gen - Dues&Sub CHECK 494205 TOTAL: 75.00 494206 04/05/2024 PRTD 103944 MOBILE HEALTH SERVICES LLC 44980 02/15/2024 20240405 8,710.00 Invoice: 44980 Annual HAZMAT physical W/hearing and vision 8,710.00 12012000 6175 Fire Gen - EmpExams MOBILE HEALTH SERVICES LLC 44680 12/13/2023 20240405 2,320.00 Invoice: 44680 2,320.00 13013000 6175 Pol Ad Gen - EmpExams CHECK 494206 TOTAL: 11,030.00 494207 04/05/2024 PRTD 146040 STRAYER, JUSTIN IN-9388 03/21/2024 20240405 446.50 Invoice: IN-9388 PO 39085 446.50 5800 1354 Liquor BS - Inv Beer STRAYER, JUSTIN IN-9571 03/27/2024 20240405 526.50 Invoice: IN-9571 PO 39394 526.50 5800 1354 Liquor BS - Inv Beer CHECK 494207 TOTAL: 973.00 494208 04/05/2024 PRTD 101483 MENARDS 82055 03/12/2024 20240405 50.96 Invoice: 82055 Carpet cleaner, potting soil 50.96 54054001 6511 Operations - SupCustod CHECK 494208 TOTAL: 50.96 494209 04/05/2024 PRTD 101483 MENARDS 99872 03/12/2024 20240405 105.92 Invoice: 99872 105.92 55055001 6406 Bldg/Grnds - SupOther MENARDS 99843 03/12/2024 20240405 55.92 Invoice: 99843 55.92 12012000 6180 Fire Gen - Rep&Maint MENARDS 99976-03/24 03/13/2024 20240405 244.62 Invoice: 99976-03/24 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 244.62 55055001 6406 Bldg/Grnds - SupOther MENARDS 99940-4751 03/13/2024 20240405 158.02 Invoice: 99940-4751 158.02 52052000 6406 Golf Gen - SupOther MENARDS 87 03/15/2024 20240405 41.51 Invoice: 87 41.51 55055001 6406 Bldg/Grnds - SupOther MENARDS 91 03/15/2024 20240405 115.34 Invoice: 91 115.34 55055001 6406 Bldg/Grnds - SupOther MENARDS 109 03/15/2024 20240405 59.48 Invoice: 109 59.48 55055001 6406 Bldg/Grnds - SupOther MENARDS 98722 02/21/2024 20240405 131.72 Invoice: 98722 131.72 17017003 6406 GH & Hort - SupOther CHECK 494209 TOTAL: 912.53 494210 04/05/2024 PRTD 145395 MILK AND HONEY LLC 13623 03/21/2024 20240405 99.00 Invoice: 13623 PO 39267 99.00 5800 1355 Liquor BS - Inv Misc MILK AND HONEY LLC 13622 03/21/2024 20240405 140.00 Invoice: 13622 PO 39266 140.00 5800 1354 Liquor BS - Inv Beer CHECK 494210 TOTAL: 239.00 494211 04/05/2024 PRTD 128914 BJKK DEVELOPMENT 36008 03/12/2024 20240405 106.54 Invoice: 36008 Meet Lindsay 106.54 12100000 6575 Build Insp - Printing BJKK DEVELOPMENT 36009 03/12/2024 20240405 48.67 Invoice: 36009 Meet Lindsay 48.67 12100000 6575 Build Insp - Printing CHECK 494211 TOTAL: 155.21 494212 04/05/2024 PRTD 160669 MIZUNO USA INC 8364529 RI 02/13/2024 20240405 997.67 Invoice: 8364529 RI 983.87 52005200 1356 Course BS - Inventory 13.80 52052006 5510 Ret Sales - CGS City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 494212 TOTAL: 997.67 494213 04/05/2024 PRTD 140955 MODIST BREWING LLC E-49202 03/19/2024 20240405 100.00 Invoice: E-49202 PO 39256 100.00 5800 1356 Liquor BS - Inventory THC Bev MODIST BREWING LLC E-49201 03/19/2024 20240405 163.00 Invoice: E-49201 PO 39255 163.00 5800 1354 Liquor BS - Inv Beer MODIST BREWING LLC E-49196 03/19/2024 20240405 181.00 Invoice: E-49196 PO 39257 181.00 5800 1354 Liquor BS - Inv Beer MODIST BREWING LLC E-49189 03/19/2024 20240405 263.00 Invoice: E-49189 PO 39235 263.00 5800 1356 Liquor BS - Inventory THC Bev MODIST BREWING LLC E-49197 03/19/2024 20240405 900.00 Invoice: E-49197 PO 39258 900.00 5800 1356 Liquor BS - Inventory THC Bev CHECK 494213 TOTAL: 1,607.00 494214 04/05/2024 PRTD 101459 MINNESOTA RECREATION AND PARK ASS 10913 02/09/2024 20240405 100.00 Invoice: 10913 2024 Summer Seasonal Positions 100.00 10910900 6121 HR Gen - AdvPrsnel CHECK 494214 TOTAL: 100.00 494215 04/05/2024 PRTD 101459 MINNESOTA RECREATION AND PARK ASS 10941 02/23/2024 20240405 175.00 Invoice: 10941 2024 Aquatics & Facilities 175.00 10910900 6121 HR Gen - AdvPrsnel CHECK 494215 TOTAL: 175.00 494216 04/05/2024 PRTD 101390 MUNICIPAL EMERGENCY SERVICES IN2013616 02/27/2024 20240405 2,862.79 Invoice: IN2013616 CMC Rescue Equipment EFD Reimbursable 2,862.79 72000000 6406 MN TF 1 - SupOther CHECK 494216 TOTAL: 2,862.79 494217 04/05/2024 PRTD 160393 NEO ELECTRICAL SOLUTIONS LLC 3/15/2024 03/12/2024 20240405 2,507.57 Invoice: 3/15/2024 Courtney Fields #2-4 Lighting 2,507.57 E P&R23208.CONSTRUCTN. . 40900000 6716 P&R CP - CapParks City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 CHECK 494217 TOTAL: 2,507.57 494218 04/05/2024 PRTD 130461 GOVERNMENTJOBS.COM, INC INV-38502 01/01/2024 20240405 21,443.09 Invoice: INV-38502 subscription fee for 3/27/2024-3/26/2025 21,443.09 10910900 6160 HR Gen - Sftwr&Data GOVERNMENTJOBS.COM, INC INV-42600 02/29/2024 20240405 650.00 Invoice: INV-42600 650.00 10910900 6160 HR Gen - Sftwr&Data CHECK 494218 TOTAL: 22,093.09 494219 04/05/2024 PRTD 100076 NEW FRANCE WINE CO 219846 03/19/2024 20240405 1,453.00 Invoice: 219846 PO 38946 25.00 58158101 5513 Sthdl Sell - CGS Wine 1,428.00 5800 1353 Liquor BS - Inv Wine NEW FRANCE WINE CO 220321 03/22/2024 20240405 618.00 Invoice: 220321 PO 39319 10.00 58258201 5513 Grnd Sell - CGS Wine 608.00 5800 1353 Liquor BS - Inv Wine NEW FRANCE WINE CO 220314 03/22/2024 20240405 868.67 Invoice: 220314 PO 39162 10.00 58258201 5513 Grnd Sell - CGS Wine 858.67 5800 1353 Liquor BS - Inv Wine NEW FRANCE WINE CO 220194 03/20/2024 20240405 355.50 Invoice: 220194 PO 39299 7.50 58058001 5513 50th Sell - CGS Wine 348.00 5800 1353 Liquor BS - Inv Wine NEW FRANCE WINE CO 220315 03/22/2024 20240405 906.00 Invoice: 220315 PO 39164 10.00 58058001 5513 50th Sell - CGS Wine 896.00 5800 1353 Liquor BS - Inv Wine NEW FRANCE WINE CO 220316 03/22/2024 20240405 715.50 Invoice: 220316 PO 39163 7.50 58158101 5513 Sthdl Sell - CGS Wine 708.00 5800 1353 Liquor BS - Inv Wine CHECK 494219 TOTAL: 4,916.67 494220 04/05/2024 PRTD 101620 NORTH SECOND STREET STEEL SUPPLY 552768 03/05/2024 20240405 135.00 Invoice: 552768 135.00 14014001 6406 Gen Mntce - SupOther City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 CHECK 494220 TOTAL: 135.00 494221 04/05/2024 PRTD 117830 NORTHLAND BUSINESS SYSTEMS IN107648 12/28/2023 22300063 20240405 12,667.00 Invoice: IN107648 911 Radio and Phone Recorder 12,667.00 E POL17056.MISCELLAN . . 21000000 6710 E911 - Cap Other CHECK 494221 TOTAL: 12,667.00 494222 04/05/2024 PRTD 139023 NUSS TRUCK GROUP INC PSO080889-1 03/07/2024 20240405 1,546.02 Invoice: PSO080889-1 1,546.02 61061004 6584 PW Equip - Lubricants CHECK 494222 TOTAL: 1,546.02 494223 04/05/2024 PRTD 160385 ODP BUSINESS SOLUTIONS LLC 357168429001 03/08/2024 20240405 365.16 Invoice: 357168429001 365.16 52052000 6513 Golf Gen - SupOffice CHECK 494223 TOTAL: 365.16 494224 04/05/2024 PRTD 105901 OERTEL ARCHITECTS 23-29.1 03/28/2024 20240405 22,892.93 Invoice: 23-29.1 Tactical Training Building Arc 22,892.93 E FIR23300.DESIGN&BID. . 71071001 6710 Main Bldng - Cap Other CHECK 494224 TOTAL: 22,892.93 494225 04/05/2024 PRTD 999995 IKE'S PLBG & DRAIN CLEANING, INC ED212200-Refund 03/25/2024 20240405 34.25 Invoice: ED212200-Refund ED212200-5015 70th St W 34.25 12100000 4112 Build Insp - Perm Plmbg CHECK 494225 TOTAL: 34.25 494226 04/05/2024 PRTD 999996 Diko, Michael 370992-Refund 03/28/2024 20240405 159.00 Invoice: 370992-Refund Double payment on CC 3.28.24 159.00 55055000 4556 Admin - Ice Rental CHECK 494226 TOTAL: 159.00 494227 04/05/2024 PRTD 999996 Schrader, Susan 66798309 03/18/2024 20240405 150.00 Invoice: 66798309 Refund of Susan Schrader for Realistic Painting 150.00 51051002 4607 Instrucnal - Class Reg City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 494227 TOTAL: 150.00 494228 04/05/2024 PRTD 999993 Norgen, Julie POL-3/24 03/21/2024 20240405 424.57 Invoice: POL-3/24 Petty Cash reimbursement 156.22 13013000 6235 Pol Ad Gen - Postage 268.35 13013000 6406 Pol Ad Gen - SupOther CHECK 494228 TOTAL: 424.57 494229 04/05/2024 PRTD 160980 ORION OWENS HOLDING, INC 2609 03/11/2024 20240405 901.00 Invoice: 2609 901.00 57057000 6230 General - SrvCntrcts CHECK 494229 TOTAL: 901.00 494230 04/05/2024 PRTD 100944 PAUSTIS WINE COMPANY 231381 03/20/2024 20240405 535.50 Invoice: 231381 PO 39279 12.50 58258201 5513 Grnd Sell - CGS Wine 523.00 5800 1353 Liquor BS - Inv Wine PAUSTIS WINE COMPANY 231380 03/20/2024 20240405 726.50 Invoice: 231380 PO 39332 10.50 58158101 5513 Sthdl Sell - CGS Wine 716.00 5800 1353 Liquor BS - Inv Wine PAUSTIS WINE COMPANY 231379 03/20/2024 20240405 554.50 Invoice: 231379 PO 39300 7.50 58058001 5513 50th Sell - CGS Wine 547.00 5800 1353 Liquor BS - Inv Wine CHECK 494230 TOTAL: 1,816.50 494231 04/05/2024 PRTD 100945 PEPSI-COLA COMPANY 24770261 03/07/2024 20240405 1,183.00 Invoice: 24770261 PO 38232 1,183.00 5800 1355 Liquor BS - Inv Misc CHECK 494231 TOTAL: 1,183.00 494232 04/05/2024 PRTD 149249 PEQUOD DISTRIBUTING W-221767 03/21/2024 20240405 380.30 Invoice: W-221767 PO 39360 380.30 5800 1354 Liquor BS - Inv Beer PEQUOD DISTRIBUTING W-220724 03/07/2024 20240405 130.00 Invoice: W-220724 PO 38769 130.00 5800 1355 Liquor BS - Inv Misc City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 494232 TOTAL: 510.30 494233 04/05/2024 PRTD 130228 PERNSTEINER CREATIVE GROUP INC 031124-7 03/11/2024 20240405 225.00 Invoice: 031124-7 State of the Community logo 225.00 10410400 6136 Comm Gen - PrfSvOther CHECK 494233 TOTAL: 225.00 494234 04/05/2024 PRTD 100119 PING INC 17417918 03/11/2024 20240405 296.69 Invoice: 17417918 285.00 52005200 1356 Course BS - Inventory 11.69 52052006 5510 Ret Sales - CGS PING INC 17417916 03/11/2024 20240405 113.59 Invoice: 17417916 102.60 52005200 1356 Course BS - Inventory 10.99 52052006 5510 Ret Sales - CGS CHECK 494234 TOTAL: 410.28 494235 04/05/2024 PRTD 100958 PLUNKETT'S PEST CONTROL 8364957 01/01/2024 20240405 1,352.49 Invoice: 8364957 1,352.49 55055001 6230 Bldg/Grnds - SrvCntrcts CHECK 494235 TOTAL: 1,352.49 494236 04/05/2024 PRTD 129706 PREMIUM WATERS INC 319999659 03/25/2024 20240405 57.99 Invoice: 319999659 water 57.99 54054001 6406 Operations - SupOther CHECK 494236 TOTAL: 57.99 494237 04/05/2024 PRTD 105690 PRO-TEC DESIGN INC 113608 03/12/2024 22400017 20240405 13,550.27 Invoice: 113608 PW Electrical/Sign Shop Card Access 13,550.27 63063001 6530 PW Fac - ReprParts CHECK 494237 TOTAL: 13,550.27 494238 04/05/2024 PRTD 106322 SCHENCK, DAVID 161399 03/08/2024 20240405 1,249.99 Invoice: 161399 Liners, foamy cleaner, paper towels, soap 728.83 54054001 6511 Operations - SupCustod 521.16 54054001 6406 Operations - SupOther SCHENCK, DAVID 161400 03/08/2024 20240405 158.42 Invoice: 161400 158.42 55055001 6103 Bldg/Grnds - Prof Svrs City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 SCHENCK, DAVID 161402 03/15/2024 20240405 484.07 Invoice: 161402 Paper towels, sanitizer, liners, scrubbers, towels 196.70 54054001 6406 Operations - SupOther 287.37 54054001 6511 Operations - SupCustod SCHENCK, DAVID 161413 03/18/2024 20240405 655.33 Invoice: 161413 655.33 55055001 6511 Bldg/Grnds - SupCustod CHECK 494238 TOTAL: 2,547.81 494239 04/05/2024 PRTD 143618 PRYES BREWING COMPANY LLC W-71825 03/20/2024 20240405 691.00 Invoice: W-71825 PO 39269 691.00 5800 1354 Liquor BS - Inv Beer CHECK 494239 TOTAL: 691.00 494240 04/05/2024 PRTD 131685 QUADIENT LEASING US, INC. Q1251627 03/15/2024 20240405 979.23 Invoice: Q1251627 City Hall mail machine lease 979.23 62062000 6230 I.T. Gen - SrvCntrcts CHECK 494240 TOTAL: 979.23 494241 04/05/2024 PRTD 100466 R & R PRODUCTS INC CD2882587 03/11/2024 20240405 1,239.75 Invoice: CD2882587 1,239.75 55055001 6103 Bldg/Grnds - Prof Svrs CHECK 494241 TOTAL: 1,239.75 494242 04/05/2024 PRTD 144674 RAMPION USA INC UINV063588 03/11/2024 20240405 325.39 Invoice: UINV063588 292.50 52005200 1356 Course BS - Inventory 32.89 52052006 5510 Ret Sales - CGS CHECK 494242 TOTAL: 325.39 494243 04/05/2024 PRTD 114799 RES GREAT LAKES LLC IN44338 03/06/2024 20240405 1,445.00 Invoice: IN44338 ENG 21-9NB Ecological Services 1,445.00 E ENG21025.CONSTRUCTN.CONSULTING. 59005920 1605 Stm BS - PurchCIP RES GREAT LAKES LLC IN44340 03/06/2024 20240405 2,167.50 Invoice: IN44340 ENG 23-3 Natural Area Maintena 2,167.50 E ENG23107.MISCELLAN . . City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 40840800 6103 Eng CP - Prof Svrs RES GREAT LAKES LLC IN44341 03/06/2024 20240405 3,181.26 Invoice: IN44341 Edina Professional Services 2024 3,181.26 40840800 6103 Eng CP - Prof Svrs CHECK 494243 TOTAL: 6,793.76 494244 04/05/2024 PRTD 102420 RETROFIT COMPANIES INC 0124042-IN 03/08/2024 20240405 236.40 Invoice: 0124042-IN 236.40 55055001 6103 Bldg/Grnds - Prof Svrs CHECK 494244 TOTAL: 236.40 494245 04/05/2024 PRTD 100977 RICHFIELD PLUMBING COMPANY 89267 03/13/2024 20240405 345.00 Invoice: 89267 345.00 55055001 6103 Bldg/Grnds - Prof Svrs CHECK 494245 TOTAL: 345.00 494246 04/05/2024 PRTD 102408 RIGID HITCH INCORPORATED 1928856108 03/07/2024 20240405 142.11 Invoice: 1928856108 142.11 61061004 6530 PW Equip - ReprParts RIGID HITCH INCORPORATED 1928857424 03/12/2024 20240405 112.76 Invoice: 1928857424 112.76 61061004 6530 PW Equip - ReprParts RIGID HITCH INCORPORATED 2492360 03/18/2024 20240405 -96.68 Invoice: 2492360 -96.68 61061004 6530 PW Equip - ReprParts CHECK 494246 TOTAL: 158.19 494247 04/05/2024 PRTD 127639 MIDWAY FORD COMPANY 820120 03/06/2024 20240405 343.16 Invoice: 820120 343.16 61061005 6530 Police Eq - ReprParts MIDWAY FORD COMPANY 821940 03/18/2024 20240405 152.60 Invoice: 821940 152.60 61061005 6530 Police Eq - ReprParts CHECK 494247 TOTAL: 495.76 494248 04/05/2024 PRTD 134173 SAFE-FAST INC INV287868 03/08/2024 20240405 142.50 Invoice: INV287868 142.50 59059001 6203 Wat GB - Uniforms City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 SAFE-FAST INC INV287869 03/08/2024 20240405 250.20 Invoice: INV287869 62.50 59059003 6610 Wat Distr - Saf Equip 62.50 61061004 6610 PW Equip - Saf Equip 62.50 14014001 6610 Gen Mntce - Saf Equip 62.70 17017006 6610 Bldg Maint - Saf Equip CHECK 494248 TOTAL: 392.70 494249 04/05/2024 PRTD 160574 JEAN, SANDRA 04-2024 03/26/2024 20240405 850.00 Invoice: 04-2024 March plant maintenance & outside clean-up 850.00 54054001 6541 Operations - TrFlwShrb CHECK 494249 TOTAL: 850.00 494250 04/05/2024 PRTD 144403 SENTEXT SOLUTIONS 353195 03/20/2024 20240405 318.50 Invoice: 353195 Sentext Subscription 318.50 10410403 6127 Website - OthrDigCom SENTEXT SOLUTIONS 354219 04/02/2024 20240405 202.36 Invoice: 354219 Overages for Sentext subscription 202.36 10410403 6127 Website - OthrDigCom CHECK 494250 TOTAL: 520.86 494251 04/05/2024 PRTD 132210 RUSCIANO GROUP INC 70432 02/21/2024 20240405 710.00 Invoice: 70432 710.00 E ENG98002.MISCELLAN .SERVICES . 40840801 6103 Faclt CP - Prof Svrs CHECK 494251 TOTAL: 710.00 494252 04/05/2024 PRTD 103409 KELBRO COMPANY 3003404 03/22/2024 20240405 70.04 Invoice: 3003404 PO 39398 4.00 58058001 5515 50th Sell - CGS Other 66.04 5800 1355 Liquor BS - Inv Misc KELBRO COMPANY 3003402 03/21/2024 20240405 10.35 Invoice: 3003402 PO 39397 4.00 58158101 5515 Sthdl Sell - CGS Other 6.35 5800 1355 Liquor BS - Inv Misc KELBRO COMPANY 2997670 03/07/2024 20240405 132.82 Invoice: 2997670 PO 38865 4.00 58158101 5515 Sthdl Sell - CGS Other 128.82 5800 1355 Liquor BS - Inv Misc City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 CHECK 494252 TOTAL: 213.21 494253 04/05/2024 PRTD 100995 SHORT-ELLIOT-HENDRICKSON INCORPOR 462766 03/11/2024 20240405 3,670.91 Invoice: 462766 Professional Services for Eden 3,670.91 E ENG22016.DESIGN&BID. . 26126114 6710 EdenWil TIF - Cap Other SHORT-ELLIOT-HENDRICKSON INCORPOR 462767 03/11/2024 20240405 1,110.24 Invoice: 462767 2023 Construction Observation 17.99 E ENG21009.CONSTRUCTN.CONSULTING. 44044000 6715 Streets - CapInfrast 27.92 E ENG21010.CONST.STRM.CONSULTING. 59005920 1605 Stm BS - PurchCIP 9.93 E ENG21028.CONST.WAT .CONSULTING. 59005900 1605 Wat BS - PurchCIP 4.96 E ENG21027.CONST.SANI.CONSULTING. 59005910 1605 Sew BS - PurchCIP 1.24 E ENG22007.CONSTRUCTN.CONSULTING. 23023001 6715 Pedestrian - CapInfrast 272.53 E ENG21011.CONSTRUCTN.CONSULTING. 44044000 6715 Streets - CapInfrast 345.90 E ENG21011.CONST.STRM.CONSULTING. 59005920 1605 Stm BS - PurchCIP 283.01 E ENG21011.CONST.WAT .CONSULTING. 59005900 1605 Wat BS - PurchCIP 83.86 E ENG21011.CONST.SANI.CONSULTING. 59005910 1605 Sew BS - PurchCIP 62.90 E ENG21011.CONST.PACS.CNTRCT PMT. 23023001 6715 Pedestrian - CapInfrast SHORT-ELLIOT-HENDRICKSON INCORPOR 462884 03/11/2024 20240405 312.29 Invoice: 462884 312.29 52052000 6103 Golf Gen - Prof Svrs SHORT-ELLIOT-HENDRICKSON INCORPOR 462775 03/11/2024 20240405 684.65 Invoice: 462775 ENG 21-6 Eden Ave/Brookside Av 684.65 E ENG21004.CONSTRUCTN.CONSULTING. 26126106 6715 Grnd 2 TIF - CapInfrast City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 SHORT-ELLIOT-HENDRICKSON INCORPOR 462781 03/11/2024 20240405 38,743.30 Invoice: 462781 50th Street & Grange Rd Profes 38,743.30 E ENG22016.DESIGN&BID. . 26126114 6710 EdenWil TIF - Cap Other SHORT-ELLIOT-HENDRICKSON INCORPOR 462782 03/11/2024 20240405 18,025.58 Invoice: 462782 Design Services York Sanitary 18,025.58 E ENG23110.CONST.SANI.CONSULTING. 59005910 1605 Sew BS - PurchCIP SHORT-ELLIOT-HENDRICKSON INCORPOR 462971 03/11/2024 20240405 735.15 Invoice: 462971 735.15 E ENG24101.CONST.WAT .CONSULTING. 59005900 1605 Wat BS - PurchCIP SHORT-ELLIOT-HENDRICKSON INCORPOR 462948 03/12/2024 20240405 212.37 Invoice: 462948 Wooddale Avenue Bridge Prelimi 212.37 E ENG21014.PRELIM DES.CONSULTING. 40840800 6715 Eng CP - CapInfrast CHECK 494253 TOTAL: 63,494.49 494254 04/05/2024 PRTD 160278 ROHN INDUSTRIES, INC 0019996 03/06/2024 20240405 73.50 Invoice: 0019996 73.50 10210200 6160 Cty Ck Gen - Sftwr&Data CHECK 494254 TOTAL: 73.50 494255 04/05/2024 PRTD 120784 WALSH GRAPHICS INC 18671 10/10/2023 20240405 185.00 Invoice: 18671 99 Floyd's Barbershop Dasher - West Rink 185.00 55055000 6103 Admin - Prof Svrs WALSH GRAPHICS INC 19105 03/05/2024 20240405 185.00 Invoice: 19105 Ispiri Dasher Board 185.00 55055000 6103 Admin - Prof Svrs WALSH GRAPHICS INC 19089 03/05/2024 20240405 185.00 Invoice: 19089 RJM Construction Dasher 185.00 55055000 6103 Admin - Prof Svrs WALSH GRAPHICS INC 19112 03/07/2024 20240405 465.04 Invoice: 19112 465.04 14014007 6531 Trfc Safty - Sgns&Psts WALSH GRAPHICS INC 19126 03/07/2024 20240405 201.70 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 Invoice: 19126 201.70 52052000 6406 Golf Gen - SupOther WALSH GRAPHICS INC 18927 12/20/2023 20240405 298.00 Invoice: 18927 Dasher Board Ads 298.00 55055000 6406 Admin - SupOther CHECK 494255 TOTAL: 1,519.74 494256 04/05/2024 PRTD 132195 SMALL LOT MN MN75296 03/19/2024 20240405 389.00 Invoice: MN75296 PO 39229 5.00 58258201 5513 Grnd Sell - CGS Wine 384.00 5800 1353 Liquor BS - Inv Wine CHECK 494256 TOTAL: 389.00 494257 04/05/2024 PRTD 100430 SNAP-ON INDUSTRIAL ARV/60665620 03/06/2024 20240405 15.67 Invoice: ARV/60665620 15.67 61061004 6556 PW Equip - Tool&Acces SNAP-ON INDUSTRIAL ARV/60696838 03/08/2024 20240405 1,290.45 Invoice: ARV/60696838 1,290.45 61061004 6160 PW Equip - Sftwr&Data CHECK 494257 TOTAL: 1,306.12 494258 04/05/2024 PRTD 101000 RJM PRINTING INC 127655012 03/11/2024 20240405 263.69 Invoice: 127655012 Business cards, MJ, Jesse, 3 Police Officers 67.43 10110100 6406 Admin Gen - SupOther 46.45 55055000 6406 Admin - SupOther 149.81 13013000 6406 Pol Ad Gen - SupOther CHECK 494258 TOTAL: 263.69 494259 04/05/2024 PRTD 127878 SOUTHERN GLAZERS WINE & SPIRITS L 2458058 03/20/2024 20240405 168.93 Invoice: 2458058 PO 39284 .93 58258201 5513 Grnd Sell - CGS Wine 168.00 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2458057 03/20/2024 20240405 584.00 Invoice: 2458057 PO 39282 8.00 58258201 5513 Grnd Sell - CGS Wine 576.00 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2458053 03/20/2024 20240405 2,557.04 Invoice: 2458053 PO 39318 10.40 58058001 5512 50th Sell - CGS Liq 2,546.64 5800 1352 Liquor BS - Inv Liq City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 SOUTHERN GLAZERS WINE & SPIRITS L 2458059 03/20/2024 20240405 1,643.41 Invoice: 2458059 PO 39283 4.80 58258201 5512 Grnd Sell - CGS Liq 1,638.61 5800 1352 Liquor BS - Inv Liq SOUTHERN GLAZERS WINE & SPIRITS L 2458056 03/20/2024 20240405 393.67 Invoice: 2458056 PO 39281 1.73 58258201 5512 Grnd Sell - CGS Liq 391.94 5800 1352 Liquor BS - Inv Liq SOUTHERN GLAZERS WINE & SPIRITS L 2458054 03/20/2024 20240405 27.80 Invoice: 2458054 PO 39324 .80 58158101 5515 Sthdl Sell - CGS Other 27.00 5800 1355 Liquor BS - Inv Misc SOUTHERN GLAZERS WINE & SPIRITS L 2458051 03/20/2024 20240405 248.25 Invoice: 2458051 PO 39316 .80 58158101 5512 Sthdl Sell - CGS Liq 247.45 5800 1352 Liquor BS - Inv Liq SOUTHERN GLAZERS WINE & SPIRITS L 2458052 03/20/2024 20240405 447.12 Invoice: 2458052 PO 39317 3.20 58158101 5513 Sthdl Sell - CGS Wine 443.92 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2458049 03/20/2024 20240405 391.20 Invoice: 2458049 PO 39326 3.20 58158101 5513 Sthdl Sell - CGS Wine 388.00 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2458050 03/20/2024 20240405 600.80 Invoice: 2458050 PO 39327 .80 58158101 5513 Sthdl Sell - CGS Wine 600.00 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2459429 03/22/2024 20240405 126.49 Invoice: 2459429 PO 39400 1.60 58258201 5513 Grnd Sell - CGS Wine 124.89 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2458047 03/20/2024 20240405 1,036.15 Invoice: 2458047 PO 39304 4.80 58058001 5512 50th Sell - CGS Liq 1,031.35 5800 1352 Liquor BS - Inv Liq SOUTHERN GLAZERS WINE & SPIRITS L 2458046 03/20/2024 20240405 420.05 Invoice: 2458046 PO 39303 1.60 58058001 5512 50th Sell - CGS Liq 418.45 5800 1352 Liquor BS - Inv Liq SOUTHERN GLAZERS WINE & SPIRITS L 2458045 03/20/2024 20240405 291.60 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 Invoice: 2458045 PO 39305 1.60 58058001 5513 50th Sell - CGS Wine 290.00 5800 1353 Liquor BS - Inv Wine CHECK 494259 TOTAL: 8,936.51 494260 04/05/2024 PRTD 160346 STANDARD INSURANCE COMPANY Mar 2024 03/01/2024 20240405 7,053.35 Invoice: Mar 2024 03-2024 Standard Life Ins Invoice 7,053.35 9000 2026 Payroll BS - Life Ins CHECK 494260 TOTAL: 7,053.35 494261 04/05/2024 PRTD 105842 MINER, LTD 808119 02/28/2024 20240405 389.00 Invoice: 808119 389.00 63063000 6180 City Hall - Rep&Maint CHECK 494261 TOTAL: 389.00 494262 04/05/2024 PRTD 139006 OFFICE OF MNIT SERVICES W23050549 06/13/2023 20240405 1,453.83 Invoice: W23050549 May 2023 326.37 16116101 6188 Outdr Rink - Telephone 237.36 54054001 6188 Operations - Telephone 59.34 51051000 6188 Admin/Ops - Telephone 89.01 58158100 6188 Sthdl AdGe - Telephone 89.01 58158100 6188 Sthdl AdGe - Telephone 89.01 62062000 6188 I.T. Gen - Telephone 29.67 17017006 6188 Bldg Maint - Telephone 59.34 17017006 6188 Bldg Maint - Telephone 29.67 53053001 6188 Operations - Telephone 89.01 12012002 6188 Station 2 - Telephone 59.34 52100000 6188 Golf Dome - Telephone 207.69 10000000 6160 City Cncl - Sftwr&Data 29.67 13100000 6188 Dispatch - Telephone 59.34 59059001 6188 Wat GB - Telephone OFFICE OF MNIT SERVICES W23060554 07/14/2023 20240405 9,429.99 Invoice: W23060554 June 2023 326.37 16116101 6188 Outdr Rink - Telephone 237.36 54054001 6188 Operations - Telephone 59.34 51051000 6188 Admin/Ops - Telephone 89.01 58158100 6188 Sthdl AdGe - Telephone 89.01 58258200 6188 Grnd AdGe - Telephone 89.01 62062000 6188 I.T. Gen - Telephone 29.67 17017006 6188 Bldg Maint - Telephone 59.34 17017006 6188 Bldg Maint - Telephone 29.67 53053001 6188 Operations - Telephone 89.01 12012002 6188 Station 2 - Telephone 8,183.85 10000000 6160 City Cncl - Sftwr&Data 29.67 13100000 6188 Dispatch - Telephone City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 59.34 59059001 6188 Wat GB - Telephone 59.34 52100000 6188 Golf Dome - Telephone OFFICE OF MNIT SERVICES W23070555 08/14/2023 20240405 1,454.81 Invoice: W23070555 July 2023 326.59 16116101 6188 Outdr Rink - Telephone 237.52 54054001 6188 Operations - Telephone 59.38 51051000 6188 Admin/Ops - Telephone 89.07 58158100 6188 Sthdl AdGe - Telephone 89.07 58258200 6188 Grnd AdGe - Telephone 89.07 62062000 6188 I.T. Gen - Telephone 29.69 17017006 6188 Bldg Maint - Telephone 59.38 17017006 6188 Bldg Maint - Telephone 29.69 53053001 6188 Operations - Telephone 89.07 12012002 6188 Station 2 - Telephone 59.38 52100000 6188 Golf Dome - Telephone 207.83 10000000 6160 City Cncl - Sftwr&Data 29.69 13100000 6188 Dispatch - Telephone 59.38 59059001 6188 Wat GB - Telephone OFFICE OF MNIT SERVICES W23080555 09/14/2023 20240405 3,435.77 Invoice: W23080555 August 2023 326.59 16116101 6188 Outdr Rink - Telephone 237.52 54054001 6188 Operations - Telephone 59.38 51051000 6188 Admin/Ops - Telephone 89.07 58158100 6188 Sthdl AdGe - Telephone 89.07 58258200 6188 Grnd AdGe - Telephone 89.07 62062000 6188 I.T. Gen - Telephone 29.69 17017006 6188 Bldg Maint - Telephone 59.38 17017006 6188 Bldg Maint - Telephone 29.69 53053001 6188 Operations - Telephone 89.07 12012002 6188 Station 2 - Telephone 59.38 52100000 6188 Golf Dome - Telephone 2,188.79 10000000 6160 City Cncl - Sftwr&Data 29.69 13100000 6188 Dispatch - Telephone 59.38 59059001 6188 Wat GB - Telephone OFFICE OF MNIT SERVICES W23090547 10/13/2023 20240405 1,454.81 Invoice: W23090547 September 2023 326.59 16116101 6188 Outdr Rink - Telephone 237.52 54054001 6188 Operations - Telephone 59.38 51051000 6188 Admin/Ops - Telephone 89.07 58158100 6188 Sthdl AdGe - Telephone 89.07 58258200 6188 Grnd AdGe - Telephone 89.07 62062000 6188 I.T. Gen - Telephone 29.69 17017006 6188 Bldg Maint - Telephone 59.38 17017006 6188 Bldg Maint - Telephone 29.69 53053001 6188 Operations - Telephone 89.07 12012002 6188 Station 2 - Telephone 59.38 52100000 6188 Golf Dome - Telephone 207.83 10000000 6160 City Cncl - Sftwr&Data 29.69 13100000 6188 Dispatch - Telephone City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 59.38 59059001 6188 Wat GB - Telephone OFFICE OF MNIT SERVICES W23100546 11/14/2023 20240405 1,454.81 Invoice: W23100546 October 2023 326.59 16116101 6188 Outdr Rink - Telephone 237.52 54054001 6188 Operations - Telephone 59.38 51051000 6188 Admin/Ops - Telephone 89.07 58158100 6188 Sthdl AdGe - Telephone 89.07 58258200 6188 Grnd AdGe - Telephone 89.07 62062000 6188 I.T. Gen - Telephone 29.69 17017006 6188 Bldg Maint - Telephone 59.38 17017006 6188 Bldg Maint - Telephone 29.69 53053001 6188 Operations - Telephone 89.07 12012002 6188 Station 2 - Telephone 59.38 52100000 6188 Golf Dome - Telephone 207.83 10000000 6160 City Cncl - Sftwr&Data 29.69 13100000 6188 Dispatch - Telephone 59.38 59059001 6188 Wat GB - Telephone OFFICE OF MNIT SERVICES W23110545 12/13/2023 20240405 1,454.81 Invoice: W23110545 November 2023 326.59 16116101 6188 Outdr Rink - Telephone 237.52 54054001 6188 Operations - Telephone 59.38 51051000 6188 Admin/Ops - Telephone 89.07 58158100 6188 Sthdl AdGe - Telephone 89.07 58258200 6188 Grnd AdGe - Telephone 89.07 62062000 6188 I.T. Gen - Telephone 29.69 17017006 6188 Bldg Maint - Telephone 59.38 17017006 6188 Bldg Maint - Telephone 29.69 53053001 6188 Operations - Telephone 89.07 12012002 6188 Station 2 - Telephone 59.38 52100000 6188 Golf Dome - Telephone 207.83 10000000 6160 City Cncl - Sftwr&Data 29.69 13100000 6188 Dispatch - Telephone 59.38 59059001 6188 Wat GB - Telephone OFFICE OF MNIT SERVICES W23120545 01/12/2024 20240405 1,454.81 Invoice: W23120545 December 2023 326.59 16116101 6188 Outdr Rink - Telephone 237.52 54054001 6188 Operations - Telephone 59.38 51051000 6188 Admin/Ops - Telephone 89.07 58158100 6188 Sthdl AdGe - Telephone 89.07 58258200 6188 Grnd AdGe - Telephone 89.07 62062000 6188 I.T. Gen - Telephone 29.69 17017006 6188 Bldg Maint - Telephone 59.38 17017006 6188 Bldg Maint - Telephone 29.69 53053001 6188 Operations - Telephone 89.07 12012002 6188 Station 2 - Telephone 59.38 52100000 6188 Golf Dome - Telephone 207.83 10000000 6160 City Cncl - Sftwr&Data 29.69 13100000 6188 Dispatch - Telephone 59.38 59059001 6188 Wat GB - Telephone City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 CHECK 494262 TOTAL: 21,593.64 494263 04/05/2024 PRTD 139006 MINNESOTA DEPARTMENT OF TRANSPORT P00017855 11/15/2023 20240405 2,945.79 Invoice: P00017855 Customer #: 0000001248 2,945.79 E ENG22001.CONSTRUCTN. . 44044000 6715 Streets - CapInfrast CHECK 494263 TOTAL: 2,945.79 494264 04/05/2024 PRTD 133068 STEEL TOE BREWING LLC 54484 03/19/2024 20240405 484.00 Invoice: 54484 PO 39237 484.00 5800 1354 Liquor BS - Inv Beer STEEL TOE BREWING LLC 54482 03/19/2024 20240405 105.00 Invoice: 54482 PO 39221 105.00 5800 1354 Liquor BS - Inv Beer STEEL TOE BREWING LLC 54486 03/20/2024 20240405 190.00 Invoice: 54486 PO 39245 190.00 5800 1354 Liquor BS - Inv Beer CHECK 494264 TOTAL: 779.00 494265 04/05/2024 PRTD 124631 IRBY ELECTRICAL DISTRIBUTOR S013733189.001 03/05/2024 20240405 72.62 Invoice: S013733189.001 72.62 15415400 6610 Elec Gen - Saf Equip CHECK 494265 TOTAL: 72.62 494266 04/05/2024 PRTD 101017 SUBURBAN CHEVROLET 271037P 03/11/2024 20240405 55.85 Invoice: 271037P 55.85 61061004 6530 PW Equip - ReprParts CHECK 494266 TOTAL: 55.85 494267 04/05/2024 PRTD 105874 SUBURBAN TIRE WHOLESALE INC 10199754 03/06/2024 20240405 756.48 Invoice: 10199754 756.48 61061006 6583 Fire Equip - Tire&Tube CHECK 494267 TOTAL: 756.48 494268 04/05/2024 PRTD 160772 SUMMER LAKES BEVERAGE LLC 7140 03/16/2024 20240405 1,323.00 Invoice: 7140 PO 39215 1,323.00 5800 1355 Liquor BS - Inv Misc City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 CHECK 494268 TOTAL: 1,323.00 494269 04/05/2024 PRTD 135803 SUN LIFE ASSURANCE COMPANY OF CAN Mar 2024 LTD 03/26/2024 20240405 5,802.47 Invoice: Mar 2024 LTD 03-2024 LTD Invoice 5,802.47 9000 2031 Payroll BS - LT/ST Disability SUN LIFE ASSURANCE COMPANY OF CAN Mar 2024 STD 03/26/2024 20240405 2,805.44 Invoice: Mar 2024 STD 03-2024 STD Invoice 2,805.44 9000 2031 Payroll BS - LT/ST Disability CHECK 494269 TOTAL: 8,607.91 494270 04/05/2024 PRTD 104932 TAYLOR MADE 37223725 03/05/2024 20240405 716.61 Invoice: 37223725 707.62 52005200 1356 Course BS - Inventory 8.99 52052006 5510 Ret Sales - CGS TAYLOR MADE 37257335 03/14/2024 20240405 382.30 Invoice: 37257335 366.90 52005200 1356 Course BS - Inventory 15.40 52052006 5510 Ret Sales - CGS CHECK 494270 TOTAL: 1,098.91 494271 04/05/2024 PRTD 134673 TOTAL MECHANICAL SYSTEMS INC S9773 03/12/2024 20240405 3,203.00 Invoice: S9773 Braemar Arena-fall PM items for repair 3,203.00 55055001 6230 Bldg/Grnds - SrvCntrcts TOTAL MECHANICAL SYSTEMS INC S9763 03/12/2024 20240405 930.50 Invoice: S9763 930.50 55055001 6230 Bldg/Grnds - SrvCntrcts TOTAL MECHANICAL SYSTEMS INC S9766 03/12/2024 20240405 912.00 Invoice: S9766 912.00 55055001 6230 Bldg/Grnds - SrvCntrcts TOTAL MECHANICAL SYSTEMS INC S9767 03/12/2024 20240405 5,776.50 Invoice: S9767 Braemar Arena-install exhaust fan switches 5,776.50 56056001 6103 Bldg/Grnds - Prof Svrs CHECK 494271 TOTAL: 10,822.00 494272 04/05/2024 PRTD 138732 TRADITION WINE & SPIRITS LLC 39166 03/18/2024 20240405 2,641.50 Invoice: 39166 PO 39170 49.50 58158101 5513 Sthdl Sell - CGS Wine 2,592.00 5800 1353 Liquor BS - Inv Wine City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 TRADITION WINE & SPIRITS LLC 39164 03/18/2024 20240405 2,935.00 Invoice: 39164 PO 39169 55.00 58058001 5513 50th Sell - CGS Wine 2,880.00 5800 1353 Liquor BS - Inv Wine TRADITION WINE & SPIRITS LLC 39165 03/18/2024 20240405 2,788.25 Invoice: 39165 PO 39171 52.25 58258201 5513 Grnd Sell - CGS Wine 2,736.00 5800 1353 Liquor BS - Inv Wine CHECK 494272 TOTAL: 8,364.75 494273 04/05/2024 PRTD 136342 TRAVISMATHEW LLC 91659083 03/14/2024 20240405 169.95 Invoice: 91659083 165.00 52005200 1356 Course BS - Inventory 4.95 52052006 5510 Ret Sales - CGS CHECK 494273 TOTAL: 169.95 494274 04/05/2024 PRTD 146436 TYLER TECHNOLOGIES INC 130-144542 02/15/2024 20240405 -166.67 Invoice: 130-144542 -166.67 13013000 6230 Pol Ad Gen - SrvCntrcts TYLER TECHNOLOGIES INC 130-145000 03/06/2024 20240405 2,646.00 Invoice: 130-145000 Tyler PS eCitation Hosting Annual Fee 2,646.00 13013000 6230 Pol Ad Gen - SrvCntrcts CHECK 494274 TOTAL: 2,479.33 494275 04/05/2024 PRTD 103973 ULINE INC 175352309 03/07/2024 20240405 403.76 Invoice: 175352309 403.76 59059003 6406 Wat Distr - SupOther CHECK 494275 TOTAL: 403.76 494276 04/05/2024 PRTD 100689 ULTIMATE SAFETY CONCEPTS INC 210166 03/05/2024 20240405 933.63 Invoice: 210166 RAE SENSOR OXYGEN 933.63 12012000 6180 Fire Gen - Rep&Maint CHECK 494276 TOTAL: 933.63 494277 04/05/2024 PRTD 160648 UNIFIRST CORPORATION 1410047084 03/11/2024 20240405 54.77 Invoice: 1410047084 54.77 63063001 6201 PW Fac - Laundry UNIFIRST CORPORATION 1410047079 03/11/2024 20240405 37.54 Invoice: 1410047079 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 37.54 59059001 6201 Wat GB - Laundry UNIFIRST CORPORATION 1410047080 03/11/2024 20240405 11.93 Invoice: 1410047080 11.93 17017006 6201 Bldg Maint - Laundry UNIFIRST CORPORATION 1410047082 03/11/2024 20240405 33.82 Invoice: 1410047082 33.82 61061004 6201 PW Equip - Laundry UNIFIRST CORPORATION 1410047081 03/11/2024 20240405 46.53 Invoice: 1410047081 46.53 14014001 6201 Gen Mntce - Laundry CHECK 494277 TOTAL: 184.59 494278 04/05/2024 PRTD 130874 UNITED RENTALS (NORTH AMERICA) IN 231044928-001 03/08/2024 20240405 416.30 Invoice: 231044928-001 416.30 59259202 6406 Stm Gen - SupOther CHECK 494278 TOTAL: 416.30 494279 04/05/2024 PRTD 145567 UNMAPPED BREWING COMPANY LLC E-3436 03/20/2024 20240405 124.00 Invoice: E-3436 PO 39271 124.00 5800 1354 Liquor BS - Inv Beer UNMAPPED BREWING COMPANY LLC E-3429 03/20/2024 20240405 186.00 Invoice: E-3429 PO 39075 186.00 5800 1354 Liquor BS - Inv Beer CHECK 494279 TOTAL: 310.00 494280 04/05/2024 PRTD 160770 LAURA M BREDEMUS 77359 03/11/2024 20240405 469.40 Invoice: 77359 424.00 52005200 1356 Course BS - Inventory 45.40 52052006 5510 Ret Sales - CGS CHECK 494280 TOTAL: 469.40 494281 04/05/2024 PRTD 140009 US KIDS GOLF LLC IN2100305 03/06/2024 20240405 221.42 Invoice: IN2100305 207.85 52005200 1356 Course BS - Inventory 13.57 52052006 5510 Ret Sales - CGS CHECK 494281 TOTAL: 221.42 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 494282 04/05/2024 PRTD 100050 USPS 3932-PI-2024 03/29/2024 20240405 320.00 Invoice: 3932-PI-2024 PERMIT FEE RENEWAL 2024 320.00 10410400 6123 Comm Gen - Mgzn/News CHECK 494282 TOTAL: 320.00 494283 04/05/2024 PRTD 144209 VENN BREWING COMPANY LLC 5992 03/19/2024 20240405 420.00 Invoice: 5992 PO 39272 420.00 5800 1356 Liquor BS - Inventory THC Bev VENN BREWING COMPANY LLC 5991 03/19/2024 20240405 325.00 Invoice: 5991 PO 39273 325.00 5800 1354 Liquor BS - Inv Beer VENN BREWING COMPANY LLC 6002 03/22/2024 20240405 270.00 Invoice: 6002 PO 39349 270.00 5800 1356 Liquor BS - Inventory THC Bev VENN BREWING COMPANY LLC 6001 03/22/2024 20240405 180.00 Invoice: 6001 PO 39285 180.00 5800 1354 Liquor BS - Inv Beer CHECK 494283 TOTAL: 1,195.00 494284 04/05/2024 PRTD 160968 VERIFIED HOLDINGS LLC 350929 02/29/2024 20240405 940.00 Invoice: 350929 940.00 10910900 6103 HR Gen - Prof Svrs CHECK 494284 TOTAL: 940.00 494285 04/05/2024 PRTD 102970 VERIZON WIRELESS SERVICES LLC 9022350608 03/12/2024 20240405 105.00 Invoice: 9022350608 105.00 13300000 6160 Investigat - Sftwr&Data CHECK 494285 TOTAL: 105.00 494286 04/05/2024 PRTD 101064 VESSCO INC 093526 03/11/2024 20240405 183.39 Invoice: 093526 183.39 59059005 6406 Wat Treat - SupOther CHECK 494286 TOTAL: 183.39 494287 04/05/2024 PRTD 148579 VIERKANT DISPOSAL LLC 2/1/23 - 2/29-23 03/12/2024 20240405 67,985.00 Invoice: 2/1/23 - 2/29-23 2/1/23 - 2/29-23 Organicx 67,985.00 59359302 6182 Rec Org - Garb&Recyc City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 CHECK 494287 TOTAL: 67,985.00 494288 04/05/2024 PRTD 101066 VIKING ELECTRIC SUPPLY S007785999.001 02/27/2024 20240405 1,728.00 Invoice: S007785999.001 1,728.00 15415401 6180 Str Lt Reg - Rep&Maint VIKING ELECTRIC SUPPLY S007849873.001 03/06/2024 20240405 180.12 Invoice: S007849873.001 180.12 15415400 6556 Elec Gen - Tool&Acces CHECK 494288 TOTAL: 1,908.12 494289 04/05/2024 PRTD 160216 NEW VISION TECHNOLOGIES LLC 55024 03/07/2024 20240405 1,638.20 Invoice: 55024 1,611.00 52005200 1356 Course BS - Inventory 27.20 52052006 5510 Ret Sales - CGS CHECK 494289 TOTAL: 1,638.20 494290 04/05/2024 PRTD 119454 VINOCOPIA INC 0347612-IN 03/14/2024 20240405 257.50 Invoice: 0347612-IN PO 38921 17.50 58058001 5515 50th Sell - CGS Other 240.00 5800 1355 Liquor BS - Inv Misc VINOCOPIA INC 0348010-IN 03/21/2024 20240405 272.50 Invoice: 0348010-IN PO 39346 2.50 58258201 5515 Grnd Sell - CGS Other 270.00 5800 1355 Liquor BS - Inv Misc VINOCOPIA INC 0347999-IN 03/21/2024 20240405 3,238.25 Invoice: 0347999-IN PO 39174 46.25 58258201 5513 Grnd Sell - CGS Wine 3,192.00 5800 1353 Liquor BS - Inv Wine VINOCOPIA INC 0348011-IN 03/21/2024 20240405 285.25 Invoice: 0348011-IN PO 39347 1.25 58258201 5512 Grnd Sell - CGS Liq 284.00 5800 1352 Liquor BS - Inv Liq VINOCOPIA INC 0348012-IN 03/21/2024 20240405 136.25 Invoice: 0348012-IN PO 39308 1.25 58058001 5512 50th Sell - CGS Liq 135.00 5800 1352 Liquor BS - Inv Liq VINOCOPIA INC 0348003-IN 03/21/2024 20240405 3,238.25 Invoice: 0348003-IN PO 39172 46.25 58058001 5513 50th Sell - CGS Wine 3,192.00 5800 1353 Liquor BS - Inv Wine City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 VINOCOPIA INC 0348013-IN 03/21/2024 20240405 290.50 Invoice: 0348013-IN PO 39309 2.50 58058001 5513 50th Sell - CGS Wine 288.00 5800 1353 Liquor BS - Inv Wine VINOCOPIA INC 0348014-IN 03/21/2024 20240405 242.50 Invoice: 0348014-IN PO 39335 2.50 58158101 5513 Sthdl Sell - CGS Wine 240.00 5800 1353 Liquor BS - Inv Wine VINOCOPIA INC 0347997-IN 03/21/2024 20240405 3,291.50 Invoice: 0347997-IN PO 39173 47.50 58158101 5513 Sthdl Sell - CGS Wine 3,244.00 5800 1353 Liquor BS - Inv Wine CHECK 494290 TOTAL: 11,252.50 494291 04/05/2024 PRTD 100183 WASHINGTON COUNTY SHERIFF'S DEPAR 222315 03/28/2024 20240405 4,263.10 Invoice: 222315 4,263.10 21000000 6102 E911 - Contr Svrs CHECK 494291 TOTAL: 4,263.10 494292 04/05/2024 PRTD 101033 WINE COMPANY 262669 03/20/2024 20240405 1,866.00 Invoice: 262669 PO 39168 34.00 58258201 5513 Grnd Sell - CGS Wine 1,832.00 5800 1353 Liquor BS - Inv Wine WINE COMPANY 262683 03/20/2024 20240405 2,069.00 Invoice: 262683 PO 39320 32.00 58258201 5513 Grnd Sell - CGS Wine 2,037.00 5800 1353 Liquor BS - Inv Wine WINE COMPANY 262684 03/20/2024 20240405 1,324.00 Invoice: 262684 PO 39333 20.00 58158101 5513 Sthdl Sell - CGS Wine 1,304.00 5800 1353 Liquor BS - Inv Wine WINE COMPANY 262668 03/20/2024 20240405 1,728.00 Invoice: 262668 PO 39167 32.00 58158101 5513 Sthdl Sell - CGS Wine 1,696.00 5800 1353 Liquor BS - Inv Wine WINE COMPANY 262667 03/20/2024 20240405 1,728.00 Invoice: 262667 PO 39166 32.00 58058001 5513 50th Sell - CGS Wine 1,696.00 5800 1353 Liquor BS - Inv Wine WINE COMPANY 262680 03/20/2024 20240405 722.00 Invoice: 262680 PO 39307 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 10.00 58058001 5513 50th Sell - CGS Wine 712.00 5800 1353 Liquor BS - Inv Wine CHECK 494292 TOTAL: 9,437.00 494293 04/05/2024 PRTD 144412 WINEBOW MN00145362 03/19/2024 20240405 420.00 Invoice: MN00145362 PO 39228 420.00 5800 1353 Liquor BS - Inv Wine WINEBOW MN00145533 03/21/2024 20240405 420.00 Invoice: MN00145533 PO 39313 420.00 5800 1352 Liquor BS - Inv Liq WINEBOW MN00145534 03/21/2024 20240405 360.00 Invoice: MN00145534 PO 39312 360.00 5800 1353 Liquor BS - Inv Wine CHECK 494293 TOTAL: 1,200.00 494294 04/05/2024 PRTD 142162 WOODEN HILL BREWING COMPANY LLC 4980 03/19/2024 20240405 191.10 Invoice: 4980 PO 39247 191.10 5800 1354 Liquor BS - Inv Beer WOODEN HILL BREWING COMPANY LLC 4981 03/19/2024 20240405 546.60 Invoice: 4981 PO 39236 546.60 5800 1354 Liquor BS - Inv Beer CHECK 494294 TOTAL: 737.70 494295 04/05/2024 PRTD 160299 WOODEN SHIP BREWING COMPANY 000661 03/21/2024 20240405 235.20 Invoice: 000661 PO 39348 235.20 5800 1354 Liquor BS - Inv Beer CHECK 494295 TOTAL: 235.20 494296 04/05/2024 PRTD 127774 WORLDWIDE CELLARS INC INV-004154 03/19/2024 20240405 260.04 Invoice: INV-004154 PO 39224 260.04 5800 1353 Liquor BS - Inv Wine CHECK 494296 TOTAL: 260.04 494297 04/05/2024 PRTD 136192 ZOLL MEDICAL CORPORATION 3928272 03/06/2024 20240405 1,381.80 Invoice: 3928272 RESQPOD ITD 16, US 1,381.80 12012000 6510 Fire Gen - SupFrstAid City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: 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 494297 TOTAL: 1,381.80 494298 04/05/2024 PRTD 160252 HANCE UTILITY SERVICE, INC. 35616A 03/06/2024 20240405 1,482.82 Invoice: 35616A 2024 & 2025 Electrical Locatin 1,482.82 15415404 6102 Elec Locat - Contr Svrs CHECK 494298 TOTAL: 1,482.82 NUMBER OF CHECKS 198 *** CASH ACCOUNT TOTAL *** 1,243,832.74 COUNT AMOUNT TOTAL PRINTED CHECKS 198 1,243,832.74 *** GRAND TOTAL *** 1,243,832.74 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: MSchauerProgram ID: apcshdsb Page 58 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 4 54APP 6300-2010 FacMgmt BS - Accts Pay 29,645.45 04/05/2024 20240405 MAS AP CASH DISBURSEMENTS JOURNAL APP 9999-1012 Control BS - CashAP 1,243,832.74 04/05/2024 20240405 MAS AP CASH DISBURSEMENTS JOURNAL APP 52005200-2010 Course BS - Accts Pay 17,989.70 04/05/2024 20240405 MAS AP CASH DISBURSEMENTS JOURNAL APP 59005900-2010 Wat BS - Accts Pay 25,729.25 04/05/2024 20240405 MAS AP CASH DISBURSEMENTS JOURNAL APP 7100-2010 PSTF BS - Accts Pay 31,055.37 04/05/2024 20240405 MAS AP CASH DISBURSEMENTS JOURNAL APP 6200-2010 I.T. BalSh - Accts Pay 2,076.97 04/05/2024 20240405 MAS AP CASH DISBURSEMENTS JOURNAL APP 1000-2010 GF Bal Sh - Accts Pay 167,397.05 04/05/2024 20240405 MAS AP CASH DISBURSEMENTS JOURNAL APP 5100-2010 Art BalSh - Accts Pay 1,540.39 04/05/2024 20240405 MAS AP CASH DISBURSEMENTS JOURNAL APP 6000-2010 Rsk Mg BS - Accts Pay 24,012.50 04/05/2024 20240405 MAS AP CASH DISBURSEMENTS JOURNAL APP 5400-2010 EdinPrk BS - Accts Pay 6,801.40 04/05/2024 20240405 MAS AP CASH DISBURSEMENTS JOURNAL APP 4000-2010 Cap Prj BS - Accts Pay 27,214.97 04/05/2024 20240405 MAS AP CASH DISBURSEMENTS JOURNAL APP 6100-2010 Equ Op BS - Accts Pay 23,774.68 04/05/2024 20240405 MAS AP CASH DISBURSEMENTS JOURNAL APP 5700-2010 Cent Lk BS - Accts Pay 1,294.63 04/05/2024 20240405 MAS AP CASH DISBURSEMENTS JOURNAL APP 5800-2010 Liquor BS - Accts Pay 143,086.75 04/05/2024 20240405 MAS AP CASH DISBURSEMENTS JOURNAL APP 2500-2010 CAS BalSh - Accts Pay 684.23 04/05/2024 20240405 MAS AP CASH DISBURSEMENTS JOURNAL APP 59005920-2010 Stm BS - Accts Pay 11,967.12 04/05/2024 20240405 MAS AP CASH DISBURSEMENTS JOURNAL APP 59005910-2010 Sew BS - Accts Pay 19,046.40 04/05/2024 20240405 MAS AP CASH DISBURSEMENTS JOURNAL APP 4400-2010 PIR CP BS - Accts Pay 5,242.31 04/05/2024 20240405 MAS AP CASH DISBURSEMENTS JOURNAL APP 5500-2010 Arena BS - Accts Pay 18,300.50 04/05/2024 20240405 MAS AP CASH DISBURSEMENTS JOURNAL APP 9000-2010 Payroll BS - Accts Pay 541,946.17 04/05/2024 20240405 MAS AP CASH DISBURSEMENTS JOURNAL APP 52005210-2010 Dome BS - Accts Pay 622.32 04/05/2024 20240405 MAS AP CASH DISBURSEMENTS JOURNAL APP 7200-2010 MNTF1 BS - Accts Pay 6,766.45 04/05/2024 20240405 MAS AP CASH DISBURSEMENTS JOURNAL APP 26026000-2010 HRA Admin - Accts Pay 3,266.00 04/05/2024 20240405 MAS AP CASH DISBURSEMENTS JOURNAL APP 21002130-2010 DWI BS - Accts Pay 280.05 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: MSchauerProgram ID: apcshdsb Page 59 JOURNAL ENTRIES TO BE CREATED YEAR PER JNL SRC ACCOUNT ACCOUNT DESC T OB DEBIT CREDIT EFF DATE JNL DESC REF 1 REF 2 REF 3 LINE DESC 04/05/2024 20240405 MAS AP CASH DISBURSEMENTS JOURNAL APP 21002100-2010 E911 BS - Accts Pay 16,930.10 04/05/2024 20240405 MAS AP CASH DISBURSEMENTS JOURNAL APP 26126114-2010 EdenWil TIF - Accts Pay 42,414.21 04/05/2024 20240405 MAS AP CASH DISBURSEMENTS JOURNAL APP 2300-2010 PACS BalSh - Accts Pay 64.14 04/05/2024 20240405 MAS AP CASH DISBURSEMENTS JOURNAL APP 26126106-2010 Grnd 2 TIF - Accts Pay 684.65 04/05/2024 20240405 MAS AP CASH DISBURSEMENTS JOURNAL APP 5300-2010 Aqu Ctr BS - Accts Pay 237.48 04/05/2024 20240405 MAS AP CASH DISBURSEMENTS JOURNAL APP 5600-2010 Field BS - Accts Pay 5,776.50 04/05/2024 20240405 MAS AP CASH DISBURSEMENTS JOURNAL APP 59005930-2010 Rec BS - Accts Pay 67,985.00 04/05/2024 20240405 MAS AP CASH DISBURSEMENTS JOURNAL GENERAL LEDGER TOTAL 1,243,832.74 1,243,832.74 APP 9999-2099 Control BS - PoolCashL 1,243,832.74 04/05/2024 20240405 MAS APP 6300-1010 FacMgmt BS - Cash 29,645.45 04/05/2024 20240405 MAS APP 52005200-1010 Course BS - Cash 17,989.70 04/05/2024 20240405 MAS APP 59005900-1010 Wat BS - Cash 25,729.25 04/05/2024 20240405 MAS APP 7100-1010 PSTF BS - Cash 31,055.37 04/05/2024 20240405 MAS APP 6200-1010 I.T. BalSh - Cash 2,076.97 04/05/2024 20240405 MAS APP 1000-1010 GF Bal Sh - Cash 167,397.05 04/05/2024 20240405 MAS APP 5100-1010 Art BalSh - Cash 1,540.39 04/05/2024 20240405 MAS APP 6000-1010 Rsk Mg BS - Cash 24,012.50 04/05/2024 20240405 MAS APP 5400-1010 EdinPrk BS - Cash 6,801.40 04/05/2024 20240405 MAS APP 4000-1010 Cap Prj BS - Cash 27,214.97 04/05/2024 20240405 MAS APP 6100-1010 Equ Op BS - Cash 23,774.68 04/05/2024 20240405 MAS APP 5700-1010 Cent Lk BS - Cash 1,294.63 04/05/2024 20240405 MAS APP 5800-1010 Liquor BS - Cash 143,086.75 04/05/2024 20240405 MAS APP 2500-1010 CAS BalSh - Cash 684.23 04/05/2024 20240405 MAS City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: MSchauerProgram ID: apcshdsb Page 60 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 59005920-1010 Stm BS - Cash 11,967.12 04/05/2024 20240405 MAS APP 59005910-1010 Sew BS - Cash 19,046.40 04/05/2024 20240405 MAS APP 4400-1010 PIR CP BS - Cash 5,242.31 04/05/2024 20240405 MAS APP 5500-1010 Arena BS - Cash 18,300.50 04/05/2024 20240405 MAS APP 9000-1010 Payroll BS - Cash 541,946.17 04/05/2024 20240405 MAS APP 52005210-1010 Dome BS - Cash 622.32 04/05/2024 20240405 MAS APP 7200-1010 MNTF1 BS - Cash 6,766.45 04/05/2024 20240405 MAS APP 26026000-1010 HRA Admin - Cash 3,266.00 04/05/2024 20240405 MAS APP 21002130-1010 DWI BS - Cash 280.05 04/05/2024 20240405 MAS APP 21002100-1010 E911 BS - Cash 16,930.10 04/05/2024 20240405 MAS APP 26126114-1010 EdenWil TIF - Cash 42,414.21 04/05/2024 20240405 MAS APP 2300-1010 PACS BalSh - Cash 64.14 04/05/2024 20240405 MAS APP 26126106-1010 Grnd 2 TIF - Cash 684.65 04/05/2024 20240405 MAS APP 5300-1010 Aqu Ctr BS - Cash 237.48 04/05/2024 20240405 MAS APP 5600-1010 Field BS - Cash 5,776.50 04/05/2024 20240405 MAS APP 59005930-1010 Rec BS - Cash 67,985.00 04/05/2024 20240405 MAS SYSTEM GENERATED ENTRIES TOTAL 1,243,832.74 1,243,832.74 JOURNAL 2024/04/54 TOTAL 2,487,665.48 2,487,665.48 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: MSchauerProgram ID: apcshdsb Page 61 JOURNAL ENTRIES TO BE CREATED FUND BALANCE SEG YEAR PER JNL EFF DATE DEBIT CREDIT ACCOUNT ACCOUNT DESCRIPTION 1000 General 2024 4 54 04/05/2024 1000-1010 GF Bal Sh - Cash 167,397.05 1000-2010 GF Bal Sh - Accts Pay 167,397.05 TOTAL 167,397.05 167,397.05 FUND TOTAL 167,397.05 167,397.05 2100 2100 Police SR /Emergency 2024 4 54 04/05/2024 21002100-1010 E911 BS - Cash 16,930.10 21002100-2010 E911 BS - Accts Pay 16,930.10 2100 TOTAL 16,930.10 16,930.10 2100 2130 Police SR /DWI Forfei 2024 4 54 04/05/2024 21002130-1010 DWI BS - Cash 280.05 21002130-2010 DWI BS - Accts Pay 280.05 FUND TOTAL 17,210.15 17,210.15 2300 Pedestrian and Cyclist Safety 2024 4 54 04/05/2024 2300-1010 PACS BalSh - Cash 64.14 2300-2010 PACS BalSh - Accts Pay 64.14 FUND TOTAL 64.14 64.14 2500 Conservation & Sustainability 2024 4 54 04/05/2024 2500-1010 CAS BalSh - Cash 684.23 2500-2010 CAS BalSh - Accts Pay 684.23 TOTAL 684.23 684.23 FUND TOTAL 684.23 684.23 2600 26000 HRA /HRA Admini 2024 4 54 04/05/2024 26026000-1010 HRA Admin - Cash 3,266.00 26026000-2010 HRA Admin - Accts Pay 3,266.00 26000 TOTAL 3,266.00 3,266.00 2600 26106 HRA /Grandview 2024 4 54 04/05/2024 26126106-1010 Grnd 2 TIF - Cash 684.65 26126106-2010 Grnd 2 TIF - Accts Pay 684.65 26106 TOTAL 684.65 684.65 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: MSchauerProgram ID: apcshdsb Page 62 JOURNAL ENTRIES TO BE CREATED FUND BALANCE SEG YEAR PER JNL EFF DATE DEBIT CREDIT ACCOUNT ACCOUNT DESCRIPTION 2600 26114 HRA /Eden Wilso 2024 4 54 04/05/2024 26126114-1010 EdenWil TIF - Cash 42,414.21 26126114-2010 EdenWil TIF - Accts Pay 42,414.21 FUND TOTAL 46,364.86 46,364.86 4000 Capital Projects 2024 4 54 04/05/2024 4000-1010 Cap Prj BS - Cash 27,214.97 4000-2010 Cap Prj BS - Accts Pay 27,214.97 FUND TOTAL 27,214.97 27,214.97 4400 PIR Capital Projects 2024 4 54 04/05/2024 4400-1010 PIR CP BS - Cash 5,242.31 4400-2010 PIR CP BS - Accts Pay 5,242.31 FUND TOTAL 5,242.31 5,242.31 5100 Art Center 2024 4 54 04/05/2024 5100-1010 Art BalSh - Cash 1,540.39 5100-2010 Art BalSh - Accts Pay 1,540.39 TOTAL 1,540.39 1,540.39 FUND TOTAL 1,540.39 1,540.39 5200 5200 Golf /Braemar Go 2024 4 54 04/05/2024 52005200-1010 Course BS - Cash 17,989.70 52005200-2010 Course BS - Accts Pay 17,989.70 5200 TOTAL 17,989.70 17,989.70 5200 5210 Golf /Braemar Go 2024 4 54 04/05/2024 52005210-1010 Dome BS - Cash 622.32 52005210-2010 Dome BS - Accts Pay 622.32 FUND TOTAL 18,612.02 18,612.02 5300 Aquatic Center 2024 4 54 04/05/2024 5300-1010 Aqu Ctr BS - Cash 237.48 5300-2010 Aqu Ctr BS - Accts Pay 237.48 FUND TOTAL 237.48 237.48 5400 Edinborough Park 2024 4 54 04/05/2024 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: MSchauerProgram ID: apcshdsb Page 63 JOURNAL ENTRIES TO BE CREATED FUND BALANCE SEG YEAR PER JNL EFF DATE DEBIT CREDIT ACCOUNT ACCOUNT DESCRIPTION 5400-1010 EdinPrk BS - Cash 6,801.40 5400-2010 EdinPrk BS - Accts Pay 6,801.40 FUND TOTAL 6,801.40 6,801.40 5500 Braemar Arena 2024 4 54 04/05/2024 5500-1010 Arena BS - Cash 18,300.50 5500-2010 Arena BS - Accts Pay 18,300.50 FUND TOTAL 18,300.50 18,300.50 5600 Braemar Field 2024 4 54 04/05/2024 5600-1010 Field BS - Cash 5,776.50 5600-2010 Field BS - Accts Pay 5,776.50 FUND TOTAL 5,776.50 5,776.50 5700 Centennial Lakes 2024 4 54 04/05/2024 5700-1010 Cent Lk BS - Cash 1,294.63 5700-2010 Cent Lk BS - Accts Pay 1,294.63 FUND TOTAL 1,294.63 1,294.63 5800 Liquor 2024 4 54 04/05/2024 5800-1010 Liquor BS - Cash 143,086.75 5800-2010 Liquor BS - Accts Pay 143,086.75 TOTAL 143,086.75 143,086.75 FUND TOTAL 143,086.75 143,086.75 5900 5900 Utl Fund /Water 2024 4 54 04/05/2024 59005900-1010 Wat BS - Cash 25,729.25 59005900-2010 Wat BS - Accts Pay 25,729.25 5900 TOTAL 25,729.25 25,729.25 5900 5910 Utl Fund /Sanitary S 2024 4 54 04/05/2024 59005910-1010 Sew BS - Cash 19,046.40 59005910-2010 Sew BS - Accts Pay 19,046.40 5910 TOTAL 19,046.40 19,046.40 5900 5920 Utl Fund /Storm Sewe 2024 4 54 04/05/2024 59005920-1010 Stm BS - Cash 11,967.12 59005920-2010 Stm BS - Accts Pay 11,967.12 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: MSchauerProgram ID: apcshdsb Page 64 JOURNAL ENTRIES TO BE CREATED FUND BALANCE SEG YEAR PER JNL EFF DATE DEBIT CREDIT ACCOUNT ACCOUNT DESCRIPTION 5920 TOTAL 11,967.12 11,967.12 5900 5930 Utl Fund /Recycling 2024 4 54 04/05/2024 59005930-1010 Rec BS - Cash 67,985.00 59005930-2010 Rec BS - Accts Pay 67,985.00 FUND TOTAL 124,727.77 124,727.77 6000 Risk Management 2024 4 54 04/05/2024 6000-1010 Rsk Mg BS - Cash 24,012.50 6000-2010 Rsk Mg BS - Accts Pay 24,012.50 FUND TOTAL 24,012.50 24,012.50 6100 Equipment Operations 2024 4 54 04/05/2024 6100-1010 Equ Op BS - Cash 23,774.68 6100-2010 Equ Op BS - Accts Pay 23,774.68 FUND TOTAL 23,774.68 23,774.68 6200 Information Technology 2024 4 54 04/05/2024 6200-1010 I.T. BalSh - Cash 2,076.97 6200-2010 I.T. BalSh - Accts Pay 2,076.97 FUND TOTAL 2,076.97 2,076.97 6300 Facilities Management 2024 4 54 04/05/2024 6300-1010 FacMgmt BS - Cash 29,645.45 6300-2010 FacMgmt BS - Accts Pay 29,645.45 FUND TOTAL 29,645.45 29,645.45 7100 PS Training Facility 2024 4 54 04/05/2024 7100-1010 PSTF BS - Cash 31,055.37 7100-2010 PSTF BS - Accts Pay 31,055.37 FUND TOTAL 31,055.37 31,055.37 7200 MN Task Force 1 2024 4 54 04/05/2024 7200-1010 MNTF1 BS - Cash 6,766.45 7200-2010 MNTF1 BS - Accts Pay 6,766.45 FUND TOTAL 6,766.45 6,766.45 9000 Payroll 2024 4 54 04/05/2024 9000-1010 Payroll BS - Cash 541,946.17 9000-2010 Payroll BS - Accts Pay 541,946.17 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 04/04/2024 13:35User: MSchauerProgram ID: apcshdsb Page 65 JOURNAL ENTRIES TO BE CREATED FUND BALANCE SEG YEAR PER JNL EFF DATE DEBIT CREDIT ACCOUNT ACCOUNT DESCRIPTION FUND TOTAL 541,946.17 541,946.17 9999 Pooled Cash Fund 2024 4 54 04/05/2024 9999-1012 Control BS - CashAP 1,243,832.74 9999-2099 Control BS - PoolCashL 1,243,832.74 FUND TOTAL 1,243,832.74 1,243,832.74 Date: April 16, 2024 Agenda Item #: VI.C. To:Mayor and City Council Item Type: Request For Purchase From:Tracy Petersen, Assistant Director-Recreation & Facilities Item Activity: Subject:Request for Purchase: Parks & Recreation Annual Software Renewal Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Request for Purchase for Parks & Recreation Software Annual Service Fee with CivicP lus, LLC for $45,075.94 INTRODUCTION: This is the annual payment for 2024 for Parks & Recreation recreation management software system, CivicRec. This system provides a user-friendly and accessible registration system for programs, events and facility rental offered through the Parks & Recreation Department. ATTACHMENTS: Description Request for Purchase: Parks & Recreation Software Annual Service Fee Request for Purchase Requisition Number 1 CITY OF EDINA 4801 W 50th St., Edina, MN 55424 www.EdinaMN.gov | 952-927-8861 12400109 Department:Parks & Recreation Buyer:Tracy Petersen Date: 03/29/2024 Requisition Description:Parks and Recreation Software Annual Service Fee Vendor:CIVICPLUS LLC Cost:$45,075.94 REPLACEMENT or NEW:REPLACEM - REPLACEMENT PURCHASE SOURCE:SERVIC K - SERVICE CONTRACT DESCRIPTION:Parks & Recreation Software Annual Service Fee BUDGET IMPACT: Parks Adminstration Operating Budget Environmental Impact - item specific: 2 COMMUNITY IMPACT:Provides user-friendly & accessible online registration system ENVIRONMENTAL IMPACT:Online registration reduces use of paper 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:N/A Carbon Emissions:N/A Date: April 16, 2024 Agenda Item #: VI.D. To:Mayor and City Council Item Type: Report / Recommendation From:Todd Milburn, Chief of Police Item Activity: Subject:Approve Embedded Social Worker Joint Powers Agreement Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve joint powers agreement for social work services with Hennepin County. INTRODUCTION: The purpose of this agreement is for Hennepin County to continue social work services to the Edina Police Department to further the interest of providing follow-up social services in a manner that most effectively and efficiently supports and protects the physical, mental and behavioral health of individuals in Hennepin County. ATTACHMENTS: Description Embedded Social Worker Joint Powers Agreement HC# A2312130 1 Updated December 2023 JOINT POWERS AGREEMENT BETWEEN HENNEPIN COUNTY AND CITY OF EDINA This Joint Powers Agreement (“Agreement”) is made and entered into by and between the County of Hennepin, State of Minnesota (“COUNTY”) on behalf of its Human Services and Public Health Department (“HSPHD”) and City of Edina (“CITY”), 4801 West 50th Street, Edina, Minnesota 55424, on behalf of its police department, (“POLICE DEPARTMENT”) and pursuant to the authority conferred upon them by Minn. Stat. § 471.59. 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 is empowered to provide general and emergency public services that support and protect the physical, mental and behavioral health of individuals in Hennepin County; and WHEREAS, CITY is a governmental unit of the State of Minnesota and is 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 jointly and cooperatively coordinate their expertise and delivery of services to further the interests of providing mental health and related social services 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 COUNTY to provide social work services to POLICE DEPARTMENT, for POLICE DEPARTMENT 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 perform services associated with the Embedded Social Worker Model (the “Model”), as further described and outlined 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. HC# A2312130 2 Updated December 2023 3. TERM OF THE AGREEMENT The term of this Agreement shall be from January 1, 2024, through December 31, 2025, unless terminated earlier in accordance with the cancellation/termination provisions of this Agreement. 4. PAYMENT A. In accordance with the provisions herein, CITY shall pay COUNTY as follows for 1.0 full- time Social Worker (“SW”), as that term is defined in Exhibit A, employed by COUNTY. 1. For the period January 1, 2024, through December 31, 2024, total payments by CITY to COUNTY shall not to exceed ($82,717) eighty-two thousand seven hundred seventeen dollars. 2. For the period of January 1, 2025, through December 31, 2025, total payments by CITY to COUNTY shall not to exceed ($88,431) eighty-eight thousand four hundred thirty- one dollars. B. In the event that the SW position is vacant or absent for a period of one-month HSPHD may provide POLICE DEPARTMENT with a temporary SW to work onsite at POLICE DEPARTMENT when available. If a temporary onsite SW is not available, HSPHD may assign based on availability a coverage team to review existing services, determine need and complete outreach (via phone or in-person) based on resident needs for each referral from POLICE DEPARTMENT. POLICE DEPARTMENT may also opt to not have coverage until the onsite social worker is replaced. 1. There will be no additional cost to POLICE DEPARTMENT if HSPHD assigns a temporary onsite SW worker. The billing will remain as set forth in this Agreement. 2. If HSPHD provides a coverage team to review existing services, determine need and complete outreach (via phone or in-person) POLICE DEPARTMENT will be billed at 50% of the amount listed above during the period of reduced coverage. 3. If POLICE DEPARTMENT decides not to have HSPHD assign a temporary SW, HSPHD will not bill for period when position is vacant. 4. HSPHD shall submit a quarterly invoice to POLICE DEPARTMENT for the previous quarter’s cost of SW services. In the event the SW position is not staffed for a portion of the billing cycle, the payment shall be prorated. D. POLICE DEPARTMENT will make payment within thirty-five (35) days from receipt of the invoice. If the invoice is incorrect, defective, or otherwise improper, POLICE DEPARTMEMT will notify HSPHD within ten (10) days of receiving the incorrect invoice. Upon receiving the corrected invoice from HSPHD, POLICE DEPARTMENT will make payment within thirty-five (35) days. HC# A2312130 3 Updated December 2023 E. Further, the Parties expressly agree that neither this Agreement nor either Party’s performance hereunder obligates or commits either Party to enter a subsequent contract or engagement with the other. 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 the other (including their present and former officials, officers, agents, employees, volunteers, and subcontractors), from any liability, claims, causes of action, judgments, damages, losses, 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 Minnesota Statutes, Chapter 466 shall apply to any tort claims brought against COUNTY and/or CITY as a result of this Agreement. 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. Duty to Notify: Each Party shall promptly notify the other Party 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 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 CITY, 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 HC# A2312130 4 Updated December 2023 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 the other Party and will not be considered employees of the other Party. No Party shall be responsible for any claims related to or on behalf of the other 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 the other Party, including, 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, POLICE DEPARTMENT 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, national origin, sex, gender expression, gender identity, age, disability, marital status, sexual orientation, or public assistance status. No person who is protected by applicable law against discrimination shall be subjected to discrimination. 9. NO THIRD PARTY BENEFICIARY Except as herein specifically provided, no other person, customer, employee, or invitee of any Party or any other third party shall be deemed to be a third party beneficiary of any of the provisions herein. 10. DATA COUNTY and POLICE DEPARTMENT, 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 Exhibit A. 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 HC# A2312130 5 Updated December 2023 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. 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 either 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, it shall be in default. Unless the Party’s default is excused in writing by the non-defaulting Party, the non-defaulting Party may upon written notice immediately cancel or terminate this Agreement as to the defaulting Party or in its entirety. B. This Agreement may be canceled/terminated with or without cause by either Party upon thirty (60) days written notice. Either Party may immediately cancel or terminate this Agreement if the terminating party determines that the health and welfare of a member of the public is at risk. 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. Either 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 above remedies shall be in addition to any other right or remedy available to either Party under this Agreement, law, statute, rule, and/or equity. HC# A2312130 6 Updated December 2023 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. Notice to POLICE DEPARTMENT shall be sent to the address stated in the opening paragraph of this Agreement with a copy as detailed below. HSPHD: Leah Kaiser Director of Behavioral Health Hennepin County 300 South 6th Street Minneapolis, Minnesota 55487 leah.kaiser@hennepin.us POLICE DEPARTMENT: Todd Milburn Chief of Police Edina Police Department 4801 West 50th Street Edina, Minnesota 55424 tmilburn@edinamn.gov 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 POLICE DEPARTMENT agrees that the terms, “Hennepin County” and “Hennepin County Human Services and Public Health Department”, 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 COUNTY. 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 HC# A2312130 7 Updated December 2023 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.) HC# A2312130 8 Updated December 2023 The Parties hereto agree to be bound by the provisions set forth in this Agreement. COUNTY OF HENNEPIN Reviewed for COUNTY by the County STATE OF MINNESOTA Attorney’s Office By: Chair of Its County Board Date: ATTEST: Deputy/Clerk of County Board Date: By: County Administrator Date: CITY OF EDINA By: ___________________________________ Title: _________________________________ Date: __________________________________ By: ___________________________________ Title: __________________________________ Date: __________________________________ HC# A2312130 EXHIBIT A: Description of Services 1 Updated December 2023 POLICE DEPARTMENT and HSPHD staff will work collaboratively to prevent reoccurrences of crisis calls. Roles and Responsibilities of Parties POLICE DEPARTMENT will: A. Provide office space for the Social Worker (SW); B. Provide a hotspot for connection if SW are otherwise unable to access to COUNTY network; C. Work with the HSPHD management to establish operational protocols including but not limited to referral criteria and process, hours of operation, data tracking and analysis; and D. Provide safety vests available for SW who ride along in squad cars with officers in accordance with police department policies. HSPHD will: A. Provide the SW with equipment that is necessary for completing their work. This includes, but is not limited to, laptop computer, cell phone, printer, computer monitor, docking station and office supplies; B. Supervise the SW staff providing services under this Agreement; C. Be responsible for transportation/mileage expenses for the SW. The SW will be responsible following the HSPHD transportation/mileage reimbursement policies; D. Provide short-term assistance to individuals in order to connect the individuals with internal and/or community resources to help meet their needs. Services will be provided timely and in an ethical and culturally sensitive manner. Services could include coordination with existing service providers, risk assessments, referrals and evaluation of need for emergency services and assistance in making those connections; E. Share individually identifiable information with law enforcement only when there is an ongoing emergency situation and the client information is necessary to protect the health or safety of the individual or other people and pursuant to applicable law. Information disclosed shall be limited to that necessary to address the emergency situation. During contact with individuals, the SW will make a reasonable attempt to obtain a Release of Information (ROI) HC# A2312130 EXHIBIT A: Description of Services 2 Updated December 2023 signed by each individual served, in order to permit relevant information to be subsequently shared with POLICE DEPARTMENT. Without a ROI, individually identifiable information will be shared with POLICE DEPARTMENT only as previously described; and F. Collect information needed to determine eligibility for community and/or county resources/services as needed. The SW will facilitate referrals to appropriate resources; The Embedded Social Worker Model consists of: A. Embedded mental health expertise in police departments and dispatch; B. SW and medical professional respond to mental health, substance and social service-related calls to 911; and C. SW and law-enforcement officer respond to mental health, substance and social service- related calls to 911. Goals of the model include: A. Ensure timely engagement with people who need support; B. Fewer arrests and repeat calls; C. Increased public satisfaction with the response to mental health emergencies; and D. Free up police resources for other types of calls. Date: April 16, 2024 Agenda Item #: VI.E. To:Mayor and City Council Item Type: Request For Purchase From:Shawn G. Anderson, Asphalt Street Supervisor Item Activity: Subject:Request for Purchase: 2024 Asphalt and Concrete Recycling Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve request for purchase for 2024 Asphalt and Concrete Recycling with Intex for $62,700. INTRODUCTION: Every other year we accumulate a pile of concrete and asphalt debris that is removed during our asphalt thin overlay program, concrete street repair program, watermain breaks and sewer repairs, and sidewalk repair program. This material is stored at the Braemar Cold Storage site and when the pile gets large enough we hire a crushing contractor to turn the debris into a Class 5 material that is suitable as backfill for watermain break and sewer repair restoration, sidewalk and parking lot reconstruction, and general street reconstruction. This operation generates over 15,000 cubic yards of Class 5 materials. Staff recommends approval. See attached Request for Purchase. ATTACHMENTS: Description Request for Purchase: 2024 Asphalt and Concrete Recycling 2024 Crushing Contrract Request for Purchase Requisition Number 1 CITY OF EDINA 4801 W 50th St., Edina, MN 55424 www.EdinaMN.gov | 952-927-8861 12400113 Department:Public Works Buyer:Shawn Anderson Date: 04/05/2024 Requisition Description:2024 Asphalt/Concrete Recycling Program Vendor: Cost:$62,700.00 REPLACEMENT or NEW:- PURCHASE SOURCE:- DESCRIPTION:Recycling Project BUDGET IMPACT: $18400 each to Streets, Utilities and Parks along with a $7500 mobilization charge to Utilities. Environmental Impact - item specific: 2 COMMUNITY IMPACT:This recycling program is a benefit to the City ENVIRONMENTAL IMPACT:Reduced trucking saves gas Vehicle - Make/Model/Year requested vehicle: Vehicle - Make/Model/Year current vehicle (if replacement): Vehicle - Does purchase meet Green Fleet Recommendations? - Vehicle - If does not meet Green Fleet Recommendations, justification: - MPG: Carbon Emissions: FORM OF AGREEMENT BETWEEN CITY OF EDINA AND CONTRACTOR FOR NON-BID CONTRACT PW 24-1NB THIS AGREEMENT made this 16th day of April, 2024, by and between the CITY OF EDINA, a Minnesota municipal corporation ("Owner" or "City") and Intex Corporation, PO Box 260, Albertville, MN 55301, ("Contractor"). Owner and Contractor, in consideration of the mutual covenants set forth herein, agree as follows: 1. CONTRACT DOCUMENTS. The following documents shall be referred to as the "Contract Documents", all of which shall be taken together as a whole as the contract between the parties as if they were set verbatim and in full herein: A. This Agreement B. City of Edina General Contract Conditions C. Specifications prepared by City of Edina D. Drawing (1 sheet), prepared by City of Edina E. Responsible Contractor Verification of Compliance F. Contractor's Quote In the event of a conflict among the provisions of the Contract Documents, the order in which they are listed above shall control in resolving any such conflicts with Contract Document "A" having the first priority and Contract Document "F" having the last priority. 2. OBLIGATIONS OF THE CONTRACTOR. The Contractor shall provide the goods, services, and perform the work in accordance with the Contract Documents. 3. CONTRACT PRICE. Owner shall pay Contractor for completion of the Work, in accordance with the Contract $62,700.00 inclusive of taxes, if any. 4. PAYMENT PROCEDURES. A. Contractor shall submit Applications for Payment. Applications for Payment will be processed by the City Engineer. B. Progress Payments; Retainage. Owner shall make 95% progress payments on account of the Contract Price on the basis of Contractor's Applications for Payment during performance of the Work. C. Payments to Subcontractors. (I) Prompt Payment to Subcontractors. Pursuant to Minn. Stat. § 471.25, Subd. 4a, the Contractor must pay any subcontractor within ten (10) days of the Contractor's receipt of payment from the City for undisputed services provided by the subcontractor. The Contractor must pay interest of 1 'A percent per month or any part of a month to the subcontractor on any undisputed amount not 140400v01 PW 24-1NB RNK:08/06/2010 Engineering 1/2015 paid on time to the subcontractor. The minimum monthly interest penalty payment for an unpaid balance of $100.00 or more is $10.00. For an unpaid balance of less than $100.00, the Contractor shall pay the actual penalty due to the subcontractor. (2) Form IC-134 (attached) required from general contractor. Minn. Stat. § 290.92 requires that the City of Edina obtain a Withholding Affidavit for Contractors, Form IC-134, before making final payments to Contractors. This form needs to be submitted by the Contractor to the Minnesota Department of Revenue for approval. The form is used to receive certification from the state that the vendor has complied with the requirement to withhold and remit state withholding taxes for employee salaries paid. D. Final Payment. Final payment will not be made until the Contractor has filed with the Owner a fully and duly executed Affidavit, General Waiver and Indemnity Agreement, in the form attached hereto as Exhibit B and hereby made a part hereof, together with such other and additional evidence as Owner may request, in form and substance satisfactory to the Owner, that all labor, materials and services expended or used in the Work have been paid for in full and that no liens or other claims for such labor, materials or services can be made or claimed against Contractor, Owner or any other person or any property. In case such evidence is not furnished, the Owner may retain out of any amount due said Contractor a sum sufficient, in the reasonable discretion of Owner, but in any event not less than one and one-half times the sum determined by Owner to be necessary, to pay for all labor, material, services or other claims which are then unpaid or which are then believed by Owner, in its reasonable discretion, to be unpaid. Upon final completion of the Work, Owner shall pay the remainder of the Contract Price as recommended by the City Engineer. 5. COMPLETION DATE. The Work must be completed by July 26, 2024. 6. CONTRACTOR'S REPRESENTATIONS. A. Contractor has examined and carefully studied the Contract Documents and other related data identified in the Contract Documents. B. Contractor has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work. C. Contractor is familiar with and is satisfied as to all federal, state, and local laws and regulations that may affect cost, progress, and performance of the Work. D. Contractor has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of 140400v01 PW 24-1NB RNK:08/06/2010 Engineering 1/2015 physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities) which have been identified in the General Conditions and (2) reports and drawings of a Hazardous Environmental Condition, if any, at the Site. E. Contractor has obtained and carefully studied (or assumes responsibility for doing so) all additional or supplementary examinations, investigations, explorations, tests, studies, and data concerning conditions (surface, subsurface, and Underground Facilities) at or contiguous to the Site which may affect cost, progress, or performance of the Work or which relate to any aspect of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, including any specific means, methods, techniques, sequences, and procedures of construction expressly required by the Bidding Documents, and safety precautions and programs incident thereto. F. Contractor does not consider that any further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract Documents. G. Contractor is aware of the general nature of work to be performed by Owner and others at the Site that relates to the Work as indicated in the Contract Documents. H. Contractor has correlated the information known to Contractor, information and observations obtained from visits to the Site, reports and drawings identified in the Contract Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Contract Documents. I. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. J. Responsible Contractor. This contract may be terminated by the City at any time upon discovery by the City that the prime contractor or subcontractor has submitted a false statement under oath verifying compliance with any of the minimum criteria set forth in Minn Stat. § 16C.285, subd. 3. K. Subcontracts: (1) Unless otherwise specified in the Contract Documents, the Contractor shall, upon receipt of the executed Contract Documents, submit in writing to the Owner the names of the Subcontractors proposed for the work. Subcontractors may not be changed except at the request or with the consent of the Owner. 140400v01 PW 24-INS RNIC:08/06/2010 Engineering 1/2015 (2) The Contractor is responsible to the Owner for the acts and omissions of the Contractor's subcontractors, and of their direct and indirect employees, to the same extent as the Contractor is responsible for the acts and omissions of the Contractor's employees. (3) The Contract Documents shall not be construed as creating any contractual relation between the Owner and any subcontractor. (4) The Contractor shall bind every subcontractor by the terms of the Contract Documents. 7. WORKER'S COMPENSATION. The Contractor shall obtain and maintain for the duration of this Contract, statutory Worker's Compensation Insurance and Employer's Liability Insurance as required under the laws of the State of Minnesota. 8. COMPREHENSIVE GENERAL LIABILITY. Contractor shall obtain the following minimum insurance coverage and maintain it at all times throughout the life of the Contract, with the City included as an additional name insured on the general liability insurance on a primary and noncontributory basis. The Contractor shall furnish the City a certificate of insurance satisfactory to the City evidencing the required coverage: Bodily Injury: $1,000,000 each occurrence $1,000,000 aggregate products and completed operations Property Damage: $1,000,000 each occurrence $1,000,000 aggregate Contractual Liability (identifying the contract): Bodily Injury: $1,000,000 each occurrence Property Damage: $1,000,000 each occurrence $1,000,000 aggregate Comprehensive Automobile Liability (owned, non-owned, hired): Bodily Injury: $1,000,000 each occurrence $1,000,000 each accident Property Damage: $1,000,000 each occurrence 9. WARRANTY. The Contractor guarantees that all new equipment warranties as specified within the quote shall be in full force and transferred to the City upon payment by the City. The Contractor shall be held responsible for any and all defects in workmanship, materials, and equipment which may develop in any part of the contracted service, and upon proper notification by the City shall immediately replace, without cost to the City, any such faulty part or parts and damage done by reason of the same in accordance with the bid specifications. 140400v01 24-INB RNK:08/06/2010 Engineering 1/2015 10. INDEMNITY, The Contractor agrees to indemnify and hold the City harmless from any claim made by third parties as a result of the services performed by it. In addition, the Contractor shall reimburse the City for any cost of reasonable attorney's fees it may incur as .a result of any such claims. 11. PERFORMANCE AND PAYMENT BONDS. Performance and payment bonds are not required for the doing of any public work if the contract price is $175,000 or less. On projects of more than $175,000 for the doing of public work a payment bond and a performance bond each in the amount of the contract price must be furnished to the City prior to commencement of work. The form of the bonds must satisfy statutory requirements for such bonds. 12. MISCELLANEOUS. A. Terms used in this Agreement have the meanings stated in the General Conditions. B. Owner and Contractor each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants, agreements, and obligations contained in the Contract Documents. C. Any provision or part of the Contract Documents held to be void or unenforceable under any law or regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon Owner and Contractor, who agree that the Contract Documents shall be reformed to replace such stricken provision or part thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provisions. D. Data Practices/Records. (1) All data created, collected, received, maintained or disseminated for any purpose in the course of this Contract is governed by the Minnesota Government Data Practices Act, Minn. Stat. Ch. 13, any other applicable state statute, or any state rules adopted to implement the act, as well as federal regulations on data privacy. (2) All books, records, documents and accounting procedures and practices to the Contractor and its subcontractors, if any, relative to this Contract are subject to examination by the City. E. Software License. If the equipment provided by the Contractor pursuant to this Contract contains software, including that which the manufacturer may have embedded into the hardware as an integral part of the equipment, the Contractor shall pay all software licensing fees. The Contractor shall also pay for all software updating fees for a period of one year following cutover. The Contractor shall have no obligation to pay for such fees thereafter. Nothing in the software license or licensing agreement shall obligate the City to pay any additional fees as a condition for continuing to use the software. 140400v01 PW 24-1ND RNIC;08/06/2010 Engineering 1/2015 F. Patented devices, materials and processes. If the Contract requires, or the Contractor desires, the use of any design, device, material or process covered by letters, patent or copyright, trademark or trade name, the Contractor shall provide for such use by suitable legal agreement with the patentee or owner and a copy of said agreement shall be filed with the Owner. If no such agreement is made or filed as noted, the Contractor shall indemnify and hold harmless the Owner from any and all claims for infringement by reason of the use of any such patented designed, device, material or process, or any trademark or trade name or copyright in connection with the Project agreed to be performed under the Contract, and shall indemnify and defend the Owner for any costs, liability, expenses and attorney's fees that result from any such infringement. G. Assignment. Neither party may assign, sublet, or transfer any interest or obligation in this Contract without the prior written consent of the other party, and then only upon such terms and conditions as both parties may agree to and set forth in writing. H. Waiver. In the particular event that either party shall at any time or times waive any breach of this Contract by the other, such waiver shall not constitute a waiver of any other or any succeeding breach of this Contract by either party, whether of the same or any other covenant, condition or obligation. I. Governing Law/Venue. The laws of the State of Minnesota govern the interpretation of this Contract. In the event of litigation, the exclusive venue shall be in the District Court of the State of Minnesota for Hennepin County. J. Severability. If any provision, term or condition of this Contract is found to be or become unenforceable or invalid, it shall not effect the remaining provisions, terms and conditions of this Contract, unless such invalid or unenforceable provision, term or condition renders this Contract impossible to perform. Such remaining terms and conditions of the Contract shall continue in full force and effect and shall continue to operate as the parties' entire contract. K. Entire Agreement. This Contract represents the entire agreement of the patties and is a final, complete and all inclusive statement of the terms thereof, and supersedes and terminates any prior agreement(s), understandings or written or verbal representations made between the parties with respect thereto. L. Permits and Licenses; Rights-of-Way and Easements. The Contractor shall give all notices necessary and incidental to the construction and completion of the Project. The City will obtain all necessary rights-of- way and easements. The Contractor shall not be entitled to any additional compensation for any construction delay resulting from the City's not timely obtaining rights-of-way or easements. 140400v01 PW 24-INE RNK:08/06/2010 Engineering 1/2015 M. If the work is delayed or the sequencing of work is altered because of the action or inaction of the Owner, the Contractor shall be allowed a time extension to complete the work but shall not be entitled to any other compensation. CITY OF EDINA CONTRACTOR BY: AND BY: Its Mayor Its AND Its City Manager Its 140400v01 PW 24-INH RNK:08/06/2010 Engineering 1/2015 Date: April 16, 2024 Agenda Item #: VI.F. To:Mayor and City Council Item Type: Request For Purchase From:Brian Olson, Director of Public Works Item Activity: Subject:Request for Purchase: 2024 Commodities Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Request for Purchase for Commodities from multiple vendors. INTRODUCTION: This purchase approval is for unit pricing of bituminous material, concrete, water treatment chemicals, cover and castings, retaining wall, repair and concrete removal and replacement. See attached Request for P urchase. ATTACHMENTS: Description Request for Purchase: 2024 Commodities 2024 Commodities Quote Request for Purchase Requisition Number 1 CITY OF EDINA 4801 W 50th St., Edina, MN 55424 www.EdinaMN.gov | 952-927-8861 12400115 Department:Public Works Buyer:Dave Goergen Date: 04/08/2024 Requisition Description:2024 Commodities Quote Vendor:MARTIN MARIETTA MATERIALS Cost:$3,969.11 REPLACEMENT or NEW:REPLACEM - REPLACEMENT PURCHASE SOURCE:QUOTE/BD - QUOTE/BID DESCRIPTION: Commodities: BT, concrete, H2O chem, castings & covers, etc. Commercial Asphalt (Martin Marietta)- Ready mix bituminous materials SPNWB330B $51.40, Ready mix bituminous materials SPWEA340B $57.90, Ready mix bituminous materials SPWEB340B $53.10. Cemstone Products- Concrete 200 cu yd $195.00, Concrete 400 cu yd $172.00. Hawkins Inc- Hydrofluosilicic Acid $52.00, Liquid Chlorine $149.00, Ortho-Polyphosphate 50/50 blend $11.22, Tonkazorb 3% $15.89, Ammonium Sulfate $11.98. ESS Brothers and Sons - San Sewer R1733 complete casting and lid $422, San Sewer R1733 casting only $214, San Sewer R1733 lid only $208, St Sewer R2390 complete casting and lid $510, San Sewer R2390 casting only $214, St Sewer R2390 lid only $296, St Sewer 3067V complete casting and lid $613, St Sewer 3067V casting only $248, St Sewer 3067V lid only $201, curb box $164. Blackstone Contractors- Retaining Wall Repair $34.87 JR Contracting- Concrete removal and replacement curb and gutter $50.00, Concrete removal and replacement flatwork 4" $11.75, Concrete removal and replacement flatwork 6" $13.00. BUDGET IMPACT: PW Division Operating Budgets Environmental Impact - item specific: 2 COMMUNITY IMPACT:Replacement of infrastructure assets ENVIRONMENTAL IMPACT:N/A Vehicle - Make/Model/Year requested vehicle: Vehicle - Make/Model/Year current vehicle (if replacement): Vehicle - Does purchase meet Green Fleet Recommendations? - Vehicle - If does not meet Green Fleet Recommendations, justification: - MPG: Carbon Emissions: QUOTE FORM CITY OF EDINA 2024 COMMODITIES NAME OF SUPPLIERS NO. PRODUCT DESCRIPTION BID ITEM DELIVERED BID ITEM PICKED UP BID ITEM 1 READY MIX BITUMINOUS MATERIALS 1a (SPNWB330B) MnDOT Non-Wear Spec No. 2360 1a n/a 1a $52.75/ton Approximately 6000 Tons 1b (SPWEA340B) MnDOT Wear Spec No. 2360 1b n/a 1b $57.75/ton Approximately 10,000 Tons 1c (SPWEB340B) MnDOT Wear Spec No. 2360 1c n/a 1c $56.75/ton Approximately 10,000 Tons 1 READY MIX BITUMINOUS MATERIALS 1a (SPNWB330B) MnDOT Non-Wear Spec No. 2360 1a n/a 1a $62.25/ton Approximately 6000 Tons 1b (SPWEA340B) MnDOT Wear Spec No. 2360 1b n/a 1b $67.35/ton Approximately 10,000 Tons 1c (SPWEB340B) MnDOT Wear Spec No. 2360 1c n/a 1c $66.00/ton Approximately 10,000 Tons 1 READY MIX BITUMINOUS MATERIALS EP - Picked Up B'ville 1a (SPNWB330B) MnDOT Non-Wear Spec No. 2360 1a $51.40/ton 1a $52.35/ton Approximately 6000 Tons 1b (SPWEA340B) MnDOT Wear Spec No. 2360 1b $57.90/ton 1b $57.20/ton Approximately 10,000 Tons 1c (SPWEB340B) MnDOT Wear Spec No. 2360 1c $53.10/ton 1c $53.55/ton Approximately 10,000 Tons 2 CONCRETE Type 3F52F - 3900 lbs Approximately 200 cu yd 2a $285.00/c.y. Approximately 400 cu yd 2b $160.00/c.y. $121,000 2 CONCRETE Approximately 200 cu yd 2a $195.00/c.y. Approximately 400 cu yd 2b $172.00/c.y. $107,800 3 HYDROFLUOSILICIC ACID Delivery to all City pump house locations. Bulk delivery to 140 gal containers Approximately 123,000 lbs Producer Approximately 123,000 lbs 3 $52.00/cwt $63,960 Producer PCS 4 LIQUID CHLORINE 150# Cylinders Approximately 130,000 lbs/year Delivery to all City pump house locations Approximately 130,000 lbs/year 4 $149.00/cwt $193,700 Delivery to all City pump house locations 5 POLYPHOSPHATE ORTHO-PHOSPHATE BLEND WATER TREATMENT CHEMICAL - 50/50 BLEND Bulk delivery to all City pump house locations Approximately 9,800 Gallons Producer CARUS Approximately 9,800 Gallons 5 $11.22/gal $1,100 Producer HAWKINS 6 TONKAZORB 3% Hydrolyzed Manganese Oxide Bulk delivery to Water Treatment Plant No. 3 and Water Treatment Plant No. 4 HAWKINS Approximately 11,000 Gallons 6 $15.89/gal $1,747.90 7 Ammonium Sulfate Bulk delivery to Water Treatment Plant No.6 HAWKINS Approximately 1,500 Gallons 7 $11.98/gal $179.70 8 COVERS AND CASTINGS Complete Casting & Lid Casting Only Lid Only A Sanitary Sewer - R1733 with self sealing solid cover or approved equal.8a1 $422.00/ea 8a2 $214.00/ea 8a3 $208.00/ea B Storm Sewer - Round lid R2390 or approved equal.8a1 $510.00/ea 8b2 $214.00/ea 8b3 $296.00/ea C Storm Sewer - Rectangular 3067V (no lettering) or approved equal.8c1 $613.00/ea 8c2 $248.00/ea 8c3 $201.00/ea D Cost of curb box 8d $164.00/ea 9 RETAINING WALL REPAIR Time and Labor 9 $34.87/sq. ft. 10 CONCRETE REMOVAL & REPLACEMENT 10 Curb and Guttter Flatwork 4" Flatwork 6" All Around Concrete CS MCCROSSAN AVR CEMSTONE COMMERCIAL ASPHALT BITUMINOUS ROADWAYS HAWKINS HAWKINS HAWKINS ESS Blackstone Klein Underground $79.00/ln. ft. $17.50/sq. ft. $18.50/sq. ft. 1 QUOTE FORM CITY OF EDINA 2024 COMMODITIES NAME OF SUPPLIERS NO. PRODUCT DESCRIPTION BID ITEM DELIVERED BID ITEM PICKED UP BID ITEM PLEASE NOTE: No. 3,4 & 5 will be a tied bid and awarded together. Recommend accepting bid All Around Concrete JR Contracting No. 8A, B & C will be a tied bid and awarded together. Award based on complete casting and cover. Approximately 300 covers and castings will be in the $48.00/ln. ft. $14.00/sq. ft. $16.50/sq. ft. $50.00/ln. ft. $11.75/sq. ft. $13.00/sq. ft. 2 Date: April 16, 2024 Agenda Item #: VI.G. To:Mayor and City Council Item Type: Request For Purchase From:Aaron T. Ditzler, P.E., Assistant City Engineer Item Activity: Subject:Request for Purchase: ENG 24-2 Concord B & C Reconstruction Materials Testing Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Request for Purchase for Concord B & C Materials Testing with Braun Interec for $43,878. INTRODUCTION: The construction contract for the Concord B & C Neighborhood Roadway Reconstruction improvements was awarded by the City Council on April 2, 2024. Braun Intertec will perform sampling, field and laboratory testing for concrete, bituminous and aggregate materials to meet City standards. ATTACHMENTS: Description Request for Purchase: ENG 24-2 Concord B & C Reconstruction Materials Testing ENG 24-2 Materials Testing Agreement 1 CITY OF EDINA 4801 W 50th St., Edina, MN 55424 www.EdinaMN.gov | 952-927-8861 Requisition Number 124000117 Department: Engineering Buyer: Aaron Ditzler Date: 04/08/2024 Request for Purchase Requisition Description: ENG 24-2 Concord B&C Materials Testing Vendor: BRAUN INTERTEC CORPORATION Cost: $43,878.00 REPLACEMENT or NEW: REPLACEM - REPLACEMENT PURCHASE SOURCE: SERVIC K - SERVICE CONTRACT BUDGET IMPACT: Funding for this contract is from special assessments, the storm fund and Pedestrian and Cyclist Safety (PACS) fund. The recommended quote is within the budget. DESCRIPTION: The construction contract for the Concord B&C Neighborhood Roadway Reconstruction improvements was awarded by the City Council on April 2, 2024. Braun Intertec will perform sampling, field and laboratory testing for concrete, bituminous and aggregate materials to meet City standards. 2 COMMUNITY IMPACT: This project will provide premier, long term core service facilities and provide access and mobility for all transportation modes while enhancing safety and convenience. It is necessary to improve the infrastructure and comply with the City’s Living Streets Policy as well as Vision Edina’s mission statement to “provide effective and valued public services and maintain a sound public infrastructure”. The Morningside Neighborhood has several low and landlocked areas prone to flooding. The project will increase flood hazard resiliency across the neighborhood with no increase in risk to any property. ENVIRONMENTAL IMPACT: NA Service Contract Braun Intertec Corporation 11001 Hampshire Avenue S Minneapolis, MN 55438 Phone: 952.995.2000 Fax: 952.995.2020 Web: braunintertec.com AA/EOE April 9, 2024 Proposal QTB194541 Aaron Ditzler, PE City of Edina 7450 Metro Boulevard Edina, MN 55439 Re: Proposal for Construction Materials Testing Services Concord B & C Neighborhood Roadway Improvements Eng 24-2, BA-465, STS-475, WM-602, SS-537, and S-183 Edina, Minnesota Dear Mr. Ditzler: Braun Intertec Corporation is pleased to submit this proposal to provide construction materials testing services for the Concord B & C Neighborhood Roadway Improvements project in Edina, Minnesota. We have completed the geotechnical evaluation for this project, so we have a unique understanding of the site and construction challenges. We can aid the construction team by applying this experience and transferring our knowledge developed during the design phase which will provide professional continuity to the construction. Our work on the project to date gives us familiarity with the project team and design development which allows us to understand some of the considerations used when developing the project’s design. Since our inception in 1957, we have grown into one of the largest employee-owned engineering firms in the nation. With more than 1,000 employee owners, retaining our firm gives you access to a diverse range of services and professionals you can consult with if the unforeseen occurs. The size of our company also allows us to respond quickly when schedule constraints occur. Our Understanding of Project We understand the project will include removal of the existing roadway surfaces and some adjacent concrete curbs and sidewalks. Some utilities will be removed and replaced. The roadways will then be reconstructed using the full depth reclamation materials. This project involves portions of the following local roads located south of Valley View Road, north of Highway 62, and east of Highway 100: Ashcroft Avenue, Ashcroft Lane, Concord Avenue, Garrison Lake, Millers Lane, Nancy Lane, Rose Court, Saint Johns Avenue, Virginia Lane, West 62nd Street, West 63rd Street, West 64th Street, and Wooddale Avenue. Available Project Information This proposal was prepared using the following documents and information. ▪ Project plans and specifications for the Concord B & C Roadway Reconstruction by the City of Edina, dated February 26, 2024. ▪ Email correspondence with Aaron Ditzler from the City of Edina. City of Edina Proposal QTB194541 April 9, 2023 Page 2 Scope of Services Services are performed under the direction of a licensed professional engineer. Testing services will be performed on an on-call, as-needed basis as requested and scheduled by you or your on-site project representative. After reviewing available information to determine compliance with project plans and/or specifications and other design or construction documents, our scope of services for the project will be limited to the tasks defined below. Soil Related Services ▪ Observe and evaluate the soils exposed in the bottoms of excavations to determine if the soils are similar to those encountered with the geotechnical evaluation and suitable for support of utilities or pavements. Our engineer can provide consultation for conditions that appear to differ from the geotechnical evaluation. ▪ Measure the in-place dry density, moisture content and relative compaction of fill placed for pavement and/or utility support, and of utility backfill for compliance with the project documents. This task includes performing laboratory Proctor tests to provide maximum dry densities from which the relative compaction of fill can be determined, as well as the use of a nuclear density gauge to measure in-place dry densities and moisture contents. ▪ Perform gradation tests on granular, full depth reclaim, and imported aggregate base materials. ▪ Perform asphalt content testing on reclaimed aggregate base materials. ▪ Perform MnDOT dynamic cone penetrometer (DCP) tests on aggregate base materials. Concrete Related Services ▪ Sample and test fresh concrete associated with pavement, sidewalk, stairs, and/or curb-and- gutter for compliance with the project documents, and cast test cylinders for laboratory compressive strength testing. We assume we will be able to appropriately dispose of excess concrete (and associated wash water) on site at no additional cost to us. ▪ Measure and report the compressive strength of the concrete test cylinders for compliance with the project documents. A set of three cylinders will be tested at 28 days for each set cast. If field cure cylinders are requested, each additional cylinder will be charged at the unit price listed in our cost estimate. Bituminous Related Services ▪ Sample and test bituminous pavement materials for compliance with the project documents. This task includes asphalt content and extracted aggregate gradation tests of the bituminous. ▪ Retrieve core samples of the bituminous non-wear course for determination of thickness and density. We will use the contractor’s rice specific gravity averages to determine density. City of Edina Proposal QTB194541 April 9, 2023 Page 3 Consulting, Project Communication and Reporting Services ▪ Project management, including scheduling of our field personnel. ▪ Review test reports and communicate with you and the parties you may designate such as the project contractor(s), and other project team members, as needed. ▪ Transmit test results to the project team on a weekly basis. Basis of Scope of Work The costs associated with the proposed scope of services were estimated using the following assumptions. If the construction schedule is modified or the contractor completes the various phases of the project at different frequencies or durations than shown in this proposal, we may need to adjust the overall cost accordingly. The scope of work and number of trips required to perform these services are as shown in the attached table. Notable assumptions in developing our estimate include: ▪ We assume it will take eight trips to complete the nuclear density gauge testing on this project. We understand the project is specified as quality compaction but have estimated eight trips if needed to assist the onsite inspector. ▪ We assume that ten gradation tests will be requested for project full depth reclaim, aggregate base, and for granular materials used on site. ▪ We assume compaction testing on aggregate base materials will be performed using the DCP method; a minimum of two tests will be conducted each trip with four trips assumed. ▪ We assume 44 sets of concrete tests will be required to complete the project. Many concrete samples are expected to be able to be picked up on a following days’ concrete placement, but we have also assumed 22 additional trips to site to pick up previous concrete samples when subsequent days do not have concrete being placed for a total of 66 trips for concrete. ▪ We understand an on-site construction observer from the City of Edina will observe the test rolling and quality compaction requirements for this project. ▪ We assume bituminous paving will be completed in eight days for this project. ▪ We assume the project engineer of record will review and approve contractor’s quality control submittals and test results. ▪ We understand the City of Edina may request bituminous cores be collected and tested of the non-wear course. ▪ You, or others you may designate, will provide us with current and approved plans and specifications for the project. Modification to these plans must also be sent to us so we can review their incorporation into the work. ▪ We will require a minimum of 24 hours’ notice for scheduling inspections for a specific time. Shorter than 24 hours’ notice may impact our ability to perform the requested services, and the associated impacts will be the responsibility of others. City of Edina Proposal QTB194541 April 9, 2023 Page 4 If the work is completed at different rates than described above, this proposal should be revised. If the pace of construction is different than described above, this proposal should be revised. Cost and Invoicing We will furnish the services described herein for an estimated fee of $43,878. Our estimated costs are based on industry averages for construction production. Depending on the contractor’s performance, our costs may be significantly reduced or slightly higher than estimated. A tabulation showing our estimated hourly and/or unit rates associated with our proposed scope of services is also attached. The actual cost of our services will be based on the actual units or hours expended to meet the requirements of the project documents. This cost estimate was developed with the understanding that the scope of services defined herein will be required and requested during our normal work hours of 6:00 a.m. to 4:00 p.m., Monday through Friday. Services that we are asked to provide to meet the project requirements or the contractor’s construction schedule outside our normal business hours will be invoiced using an overtime rate factor. The factor for services provided outside our normal work hours or on Saturday will be 1.25 times the listed hourly rate for the service provided. The factor for services provided on Sunday or legal holidays will be 1.5 times the listed hourly rate for the service provided. We have not included premiums for overtime in our cost estimate; however, we recommend that allowances and contingencies be made for overtime charges based on conversations with the contractor. You will be billed only for services provided on a time and materials basis. Because our services are directly controlled by the schedule and performance of others, the actual cost may vary from our estimate. It is difficult to project all of the services and the quantity of services that may be required for any project. If services are required that are not discussed above, we will provide them at the rates shown in the attached table or, if not shown, at our current Schedule of Charges. We will invoice you on a monthly basis. General Remarks We will be happy to meet with you to discuss our proposed scope of services further and clarify the various scope components. We appreciate the opportunity to present this proposal to you. After reviewing this proposal, please sign and return one copy to our office as notification of acceptance and authorization to proceed. If anything in this proposal is not consistent with your requirements, please let us know immediately. Braun Intertec will not release any written reports until we have received a signed agreement. Also, ordering services from Braun Intertec constitutes acceptance of the terms of this proposal including the attached General Conditions. The proposed fee is based on the scope of services described and the assumption that our services will be authorized within 30 days and that others will not delay us beyond our proposed schedule. City of Edina Proposal QTB194541 April 9, 2023 Page 5 We include the Braun Intertec General Conditions, which provide additional terms and are a part of our agreement. To have questions answered or schedule a time to meet and discuss our approach to this project further, please contact Jeff Casmer at 952.995.2314 (jcasmer@braunintertec.com) or Andrew Valerius at 952.995.2242 (avalerius@braunintertec.com). Sincerely, BRAUN INTERTEC CORPORATION Jeffrey D. Casmer, PE Project Engineer Andrew M. Valerius Account Leader, Senior Project Manager Attachments: Project Proposal General Conditions – CMT (1/1/18) The proposal is accepted. We will reimburse you in accordance with this agreement, and you are authorized to proceed: Authorizer’s Firm Authorizer’s Signature Authorizer’s Name (please print or type) Authorizer’s Title Date Client:Service Description:Work Site Address: Concord Ave, south of Valley View Road Edina, MN City of Edina Aaron Ditzler 4801 W 50th St Edina, MN 55424 952.927.8861 Construction Materials Testing Edina Impt. No. BA-465, STS-475, WM-602, SS-537, S-183 Description Quantity Units Unit Price Extension Phase 1 Construction Materials Testing Activity 1.1 Soil Testing $10,244.00 126 Project Engineer 10.00 Hour 180.00 $1,800.00 128 Senior Engineer 2.00 Hour 210.00 $420.00 207 Compaction Testing - Nuclear 20.00 Hour 94.00 $1,880.00 Work Activity Detail Qty Units Hrs/Unit Extension Utility/Subgrade Testing 8.00 Trips 2.50 20.00 1308 Nuclear moisture-density meter charge, per hour 20.00 Each 28.00 $560.00 1318 Moisture Density Relationship (Proctor)2.00 Each 200.00 $400.00 217 Compaction Testing - DCP's 10.00 Hour 94.00 $940.00 Work Activity Detail Qty Units Hrs/Unit Extension Aggregate Base Testing 4.00 Trips 2.50 10.00 1228 Topsoil Testing with nutrients, per sample 2.00 Each 410.00 $820.00 1530AG Asphalt Content of Aggregate Base, per sample 2.00 Each 162.00 $324.00 1162 Sieve Analysis with 200 wash, per sample 10.00 Each 156.00 $1,560.00 209 Sample pick-up 10.00 Hour 94.00 $940.00 Work Activity Detail Qty Units Hrs/Unit Extension Sample pick-up 5.00 Trips 2.00 10.00 1861 CMT Trip Charge 20.00 Each 30.00 $600.00 Activity 1.2 Concrete Testing $19,404.00 261 Concrete Testing 110.00 Hour 94.00 $10,340.00 Work Activity Detail Qty Units Hrs/Unit Extension Curb & Gutter 24.00 Trips 2.50 60.00 Slabs, Ramps, and Stairs 20.00 Trips 2.50 50.00 278 Concrete Cylinder Pick up 22.00 Hour 94.00 $2,068.00 Work Activity Detail Qty Units Hrs/Unit Extension Concrete Cylinder Pick up 22.00 Trips 1.00 22.00 1861 CMT Trip Charge 66.00 Each 30.00 $1,980.00 1364 Compressive strength of concrete cylinders, per specimen 132.00 Each 38.00 $5,016.00 Work Activity Detail Qty Units Hrs/Unit Extension Curb & Gutter 24.00 Sets 3.00 72.00 Slabs, Ramps, and Stairs 20.00 Sets 3.00 60.00 Activity 1.3 Pavement Testing $9,032.00 209 Sample pick-up 16.00 Hour 94.00 $1,504.00 Work Activity Detail Qty Units Hrs/Unit Extension Bituminous Sample 8.00 Trips 2.00 16.00 252 Bituminous Coring, two person 16.00 Hour 220.00 $3,520.00 Work Activity Detail Qty Units Hrs/Unit Extension Bituminous Non-Wear Cores 4.00 Trips 4.00 16.00 1861 CMT Trip Charge 12.00 Each 30.00 $360.00 Page 1 of 204/04/2024 05:55 PM Project Proposal QTB194541 City of Edina - Concord B & C Roadway Impts, Eng 24-2 Proposal Total:$43,878.00 1530 Asphalt Content, per sample 8.00 Each 162.00 $1,296.00 1532 Extracted Aggregate Gradation, per sample 8.00 Each 114.00 $912.00 1542 Thickness and Density of Bituminous Core 24.00 Each 60.00 $1,440.00 Activity 1.4 Project Management $5,198.00 226 Project Manager 18.00 Hour 174.00 $3,132.00 228 Senior Project Manager 4.00 Hour 200.00 $800.00 238 Project Assistant 9.00 Hour 94.00 $846.00 125 Project Control Specialist 3.00 Hour 140.00 $420.00 Phase 1 Total:$43,878.00 Page 2 of 204/04/2024 05:55 PM Project Proposal QTB194541 City of Edina - Concord B & C Roadway Impts, Eng 24-2 General Conditions Construction Material Testing and Special Inspections GC-CMT Page 1 of 2 Section 1: Agreement 1.1 Our agreement with you consists of these General Conditions and the accompanying written proposal or authorization (“Agreement”). This Agreement is the entire agreement between you and us. It supersedes prior agreements. It may be modified only in a writing signed by us, making specific reference to the provision modified. 1.2 The words “you,” “we,” “us,” and “our” include officers, employees, and subcontractors. 1.3 In the event you use a purchase order or other documentation to authorize our scope of work (“Services”), any conflicting or additional terms are not part of this Agreement. Directing us to start work prior to execution of this Agreement constitutes your acceptance. If, however, mutually acceptable terms cannot be established, we have the right to terminate this Agreement without liability to you or others, and you will compensate us for fees earned and expenses incurred up to the time of termination. Section 2: Our Responsibilities 2.1 We will provide Services specifically described in this Agreement. You agree that we are not responsible for services that are not expressly included in this Agreement. Unless otherwise agreed in writing, our findings, opinions, and recommendations will be provided to you in writing. You agree not to rely on oral findings, opinions, or recommendations without our written approval. 2.2 In performing our professional services, we will use that degree of care and skill ordinarily exercised under similar circumstances by reputable members of our profession practicing in the same locality. If you direct us to deviate from our recommended procedures, you agree to hold us harmless from claims, damages, and expenses arising out of your direction. If during the one year period following completion of Services it is determined that the above standards have not been met and you have promptly notified us in writing of such failure, we will perform, at our cost, such corrective services as may be necessary, within the original scope in this Agreement, to remedy such deficiency. Remedies set forth in this section constitute your sole and exclusive recourse with respect to the performance or quality of Services. 2.3 We will reference our field observations and sampling to available reference points, but we will not survey, set, or check the accuracy of those points unless we accept that duty in writing. Locations of field observations or sampling described in our report or shown on our sketches are based on information provided by others or estimates made by our personnel. You agree that such dimensions, depths, or elevations are approximations unless specifically stated otherwise in the report. You accept the inherent risk that samples or observations may not be representative of things not sampled or seen and further that site conditions may vary over distance or change over time. 2.4 Our duties do not include supervising or directing your representatives or contractors or commenting on, overseeing, or providing the means and methods of their services unless expressly set forth in this Agreement. We will not be responsible for the failure of your contractors, and the providing of Services will not relieve others of their responsibilities to you or to others. 2.5 We will provide a health and safety program for our employees, but we will not be responsible for contractor, owner, project, or site health or safety. 2.6 You will provide, at no cost to us, appropriate site safety measures as to work areas to be observed or inspected by us. Our employees are authorized by you to refuse to work under conditions that may be unsafe. 2.7 Unless a fixed fee is indicated, our price is an estimate of our project costs and expenses based on information available to us and our experience and knowledge. Such estimates are an exercise of our professional judgment and are not guaranteed or warranted. Actual costs may vary. You should allow a contingency in addition to estimated costs. Section 3: Your Responsibilities 3.1 You will provide us with prior environmental, geotechnical and other reports, specifications, plans, and information to which you have access about the site. You agree to provide us with all plans, changes in plans, and new information as to site conditions until we have completed Services. 3.2 You will provide access to the site. In the performance of Services some site damage is normal even when due care is exercised. We will use reasonable care to minimize damage to the site. We have not included the cost of restoration of damage in the estimated charges. 3.3 If we notify you that radiographic or gamma ray equipment or other nuclear testing or measuring device will be used, you will be responsible for the cooperation of your employees and your contractors in observing all radiation safety standards. 3.4 You will notify us of any knowledge or suspicion of the presence of hazardous or dangerous materials present on any work site. If we observe or suspect the presence of contaminants not anticipated in this Agreement, we may terminate Services without liability to you or to others, and you will compensate us for fees earned and expenses incurred up to the time of termination. 3.5 The time our field personnel spend on the job site depends upon the scheduling of the work we are observing or testing. You agree that any changes in scheduling may result in additional costs and agree to pay for those services at the rates listed in our cost estimate. 3.6 You agree to include us as an indemnified party in your contracts, if any, for work by others on the project, protecting us to the same degree as you are protected. You agree to list us as an Additional Insured under your liability insurance policies and to require subrogation be waived against us and that we will be added as an Additional Insured on all policies of insurance, including any policies required of your contractors or subcontractors, covering any construction or development activities to be performed on the project site. Section 4: Reports and Records 4.1 Unless you request otherwise, we will provide our report(s) in an electronic format. 4.2 Our reports, notes, calculations, and other documents and our computer software and data are instruments of our service to you, and they remain our property. We hereby grant you a license to use the reports and related information we provide only for the related project and for the purposes disclosed to us. You may not transfer our reports to others or use them for a purpose for which they were not prepared without our written approval. You agree to indemnify, defend, and hold us harmless from claims, damages, losses, and expenses, including attorney fees, arising out of such a transfer or use. 4.3 If you do not pay for Services in full as agreed, we may retain work not yet delivered to you and you agree to return to us all of our work that is in your possession or under your control. 4.4 Electronic data, reports, photographs, samples, and other materials provided by you or others may be discarded or returned to you, at our discretion, unless within 15 days of the report date you give us written direction to store or transfer the materials at your expense. Section 5: Compensation 5.1 You will pay for Services as stated in this Agreement. If such payment references our Schedule of Charges, the invoicing will be based upon the most current schedule. An estimated amount is not a firm figure. You agree to pay all sales taxes and other taxes based on your payment of our compensation. Our performance is subject to credit approval and payment of any specified retainer. 5.2 You will notify us of billing disputes within 15 days. You will pay undisputed portions of invoices upon receipt. You agree to pay interest on unpaid balances beginning 30 days after invoice dates at the rate of 1.5% per month, or at the maximum rate allowed by law. 5.3 If you direct us to invoice a third party, we may do so, but you agree to be responsible for our compensation unless the third party is GC-CMT Revised 1/1/2018 Page 2 of 2 creditworthy (in our sole opinion) and provides written acceptance of all terms of this Agreement. 5.4 Your obligation to pay for Services under this Agreement is not contingent on your ability to obtain financing, governmental or regulatory agency approval, permits, final adjudication of any lawsuit, your successful completion of any project, receipt of payment from a third party, or any other event. No retainage will be withheld. 5.5 If you do not pay us in accordance with this Agreement, you agree to reimburse all costs and expenses for collection of the moneys invoiced, including but not limited to attorney fees and staff time. 5.6 You agree to compensate us in accordance with our Schedule of Charges if we are asked or required to respond to legal process arising out of a proceeding related to the project and as to which we are not a party. 5.7 If we are delayed by factors beyond our control, or if project conditions or the scope or amount of work changes, or if changed labor conditions result in increased costs, decreased efficiency, or delays, or if the standards or methods change, we will give you timely notice, the schedule will be extended for each day of delay, and we will be compensated for costs and expenses incurred in accordance with our Schedule of Charges. 5.8 If you fail to pay us in accordance with this Agreement, we may consider the default a total breach of this Agreement and, at our option, terminate our duties without liability to you or to others, and you will compensate us for fees earned and expenses incurred up to the time of termination. 5.9 In consideration of our providing insurance to cover claims made by you, you hereby waive any right to offset fees otherwise due us. Section 6: Disputes, Damage, and Risk Allocation 6.1 Each of us will exercise good faith efforts to resolve disputes without litigation. Such efforts will include, but not be limited to, a meeting(s) attended by each party’s representative(s) empowered to resolve the dispute. Before either of us commences an action against the other, disputes (except collections) will be submitted to mediation. 6.2 Notwithstanding anything to the contrary in this Agreement, neither party hereto shall be responsible or held liable to the other for punitive, indirect, incidental, or consequential damages, or liability for loss of use, loss of business opportunity, loss of profit or revenue, loss of product or output, or business interruption. 6.3 You and we agree that any action in relation to an alleged breach of our standard of care or this Agreement shall be commenced within one year of the date of the breach or of the date of substantial completion of Services, whichever is earlier, without regard to the date the breach is discovered. Any action not brought within that one year time period shall be barred, without regard to any other limitations period set forth by law or statute. We will not be liable unless you have notified us within 30 days of the date of such breach and unless you have given us an opportunity to investigate and to recommend ways of mitigating damages. You agree not to make a claim against us unless you have provided us at least 30 days prior to the institution of any legal proceeding against us with a written certificate executed by an appropriately licensed professional specifying and certifying each and every act or omission that you contend constitutes a violation of the standard of care governing our professional services. Should you fail to meet the conditions above, you agree to fully release us from any liability for such allegation. 6.4 For you to obtain the benefit of a fee which includes a reasonable allowance for risks, you agree that our aggregate liability for all claims will not exceed the fee paid for Services or $50,000, whichever is greater. If you are unwilling to accept this allocation of risk, we will increase our aggregate liability to $100,000 provided that, within 10 days of the date of this Agreement, you provide payment in an amount that will increase our fees by 10%, but not less than $500, to compensate us for the greater risk undertaken. This increased fee is not the purchase of insurance. 6.5 You agree to indemnify us from all liability to others in excess of the risk allocation stated herein and to insure this obligation. In addition, all indemnities and limitations of liability set forth in this Agreement apply however the same may arise, whether in contract, tort, statute, equity or other theory of law, including, but not limited to, the breach of any legal duty or the fault, negligence, or strict liability of either party. 6.6 This Agreement shall be governed, construed, and enforced in accordance with the laws of the state in which our servicing office is located, without regard to its conflict of law rules. The laws of the state of our servicing office will govern all disputes, and all claims shall be heard in the state or federal courts for that state. Each of us waives trial by jury. 6.7 No officer or employee acting within the scope of employment shall have individual liability for his or her acts or omissions, and you agree not to make a claim against individual officers or employees. Section 7: General Indemnification 7.1 We will indemnify and hold you harmless from and against demands, damages, and expenses of others to the comparative extent they are caused by our negligent acts or omissions or those negligent acts or omissions of persons for whom we are legally responsible. You will indemnify and hold us harmless from and against demands, damages, and expenses of others to the comparative extent they are caused by your negligent acts or omissions or those negligent acts or omissions of persons for whom you are legally responsible. 7.2 To the extent it may be necessary to indemnify either of us under Section 7.1, you and we expressly waive, in favor of the other only, any immunity or exemption from liability that exists under any worker compensation law. Section 8: Miscellaneous Provisions 8.1 We will provide a certificate of insurance to you upon request. Any claim as an Additional Insured shall be limited to losses caused by our negligence. 8.2 You and we, for ourselves and our insurers, waive all claims and rights of subrogation for losses arising out of causes of loss covered by our respective insurance policies. 8.3 Neither of us will assign or transfer any interest, any claim, any cause of action, or any right against the other. Neither of us will assign or otherwise transfer or encumber any proceeds or expected proceeds or compensation from the project or project claims to any third person, whether directly or as collateral or otherwise. 8.4 This Agreement may be terminated early only in writing. You will compensate us for fees earned for performance completed and expenses incurred up to the time of termination. 8.5 If any provision of this Agreement is held invalid or unenforceable, then such provision will be modified to reflect the parties' intention. All remaining provisions of this Agreement shall remain in full force and effect. 8.6 No waiver of any right or privilege of either party will occur upon such party's failure to insist on performance of any term, condition, or instruction, or failure to exercise any right or privilege or its waiver of any breach. Date: April 16, 2024 Agenda Item #: VI.H. To:Mayor and City Council Item Type: Request For Purchase From:Marisa Bayer, Sustainability Manager Item Activity: Subject:Request for Purchase: Three-Year Home Energy Squad Contract Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Request for Purchase for T hree-Year Home Energy Squad Contract with Center for Energy and Environment for $30,000. INTRODUCTION: The City has contracted with Center for Energy and Environment since 2013 to support low-cost home energy efficiency assessments and improvements. A three-year contract for Home Energy Squad visits for 2024-26, to serve up to 200 Edina homes per year, allows this relationship to continue un-interrupted to better streamline services and assist residents as they do their part to help Edina reach its greenhouse gas emission reduction goals. ATTACHMENTS: Description Request for Purchase: Three-Year Home Energy Squad Contract Home Energy Squad Partnership Agreement 1 CITY OF EDINA 4801 W 50th St., Edina, MN 55424 www.EdinaMN.gov | 952-927-8861 Requisition Number 124000112 Department: Engineering Buyer: Marisa Bayer Date: 04/09/2024 Request for Purchase Requisition Description: Three-Year Home Energy Squad Contract Vendor: CENTER FOR ENERGY AND ENVIRONMENT Cost: $30,000.00 REPLACEMENT or NEW: REPLACEM - REPLACEMENT PURCHASE SOURCE: SERVIC K - SERVICE CONTRACT DESCRIPTION: 50% cost-share for up to 600 Home Energy Squad visits 2024-2026. BUDGET IMPACT: Conservation and Sustainability (CAS) Fund, $10,000 annual cost as budgeted. ENVIRONMENTAL IMPACT: Residential energy use may be reduced through this program COMMUNITY IMPACT: Residential energy efficiency reduces pollution and home energy bills. AGREEMENT to Perform Home Energy Squad Visits In the City of Edina This Agreement is made by and between the City of Edina (“CITY”) with offices at 4801 West 50th Street, Edina MN 55424 and the Center for Energy and Environment (“CEE”), with offices at 212 3rd Avenue North, Suite 560, Minneapolis, Minnesota 55401. The following agreement is for the Center for Energy and Environment (CEE) to deliver Home Energy Squad visits to residents of the City of Edina. PROGRAM SCOPE The purpose of the Home Energy Squad visits is to promote energy conservation in residential properties. Energy Saver visits offer energy efficient installs, and Energy Planner visits offer installs, diagnostic tests, and follow-up services. CEE will perform Home Energy Squad Energy Saver and Energy Planner visits for residents per the fee schedule listed below. ELIGIBLE PROPERTIES Properties must be residential (from 1-4 units) and located within the geographical boundaries of the City of Edina. Individual owners of condominiums or town homes are eligible for funding. CEE TASKS 1. Conduct Home Energy Squad Energy Saver Visits. CEE will conduct Home Energy Squad Energy Saver visits to help homeowners identify and implement energy savings opportunities in their homes. The visit will include an insulation inspection, safety check on heating system and water, and the direct install of energy-saving materials where possible, including high-efficiency showerheads, faucet aerators, door weather stripping, programmable or smart thermostats and LED light bulbs. 2. Conduct Home Energy Squad Energy Planner Visits. CEE will conduct Home Energy Squad Energy Planner visits to help homeowners identify and implement energy savings opportunities in their homes. The Energy Planner visit will include the direct install of energy-saving materials where possible, including high-efficiency showerheads, faucet aerators, door weather stripping, programmable or smart thermostats and LED light bulbs. In addition, it will include a blower door test to check for air leaks, visual inspection of insulation levels with use of infrared camera as weather permits, heating system and hot water heater combustion safety tests and a report to the homeowner on recommended energy upgrades (if resident is a renter, permission from the landlord may be required for doing these additional diagnostic services). The co-pay and exact package of services are subject to change based on programmatic considerations, including CEE’s agreement with utilities and other factors which are outside the bounds of this agreement. CEE will notify the “CITY” prior to any changes taking effect. CEE will lead a community-based marketing campaign to promote the program. The “CITY” shall provide assistance in developing and implementing this campaign. 3. Providing Air Sealing and Insulation quotes. If air sealing and/or insulation are recommended at a Home Energy Squad Energy Planner visit, CEE may provide a quote to the resident that would be honored by Type of Home Energy Squad Visit City payment Resident co-pay Energy Saver visit $35 $35 Energy Saver visit for residents with annual household income under $100,000 $70 $0 Energy Planner visit $50 $50 Energy Planner visit for residents with annual household income under $100,000 $100 $0 participating insulation contractors. CEE is an independent third party to any transaction between the resident and the insulation contractor. CEE does not receive any compensation from insulation contractors, nor does CEE, CenterPoint Energy or Xcel Energy accept any liability for any work performed by these contractors. Any agreement for work done by the contractors is solely between the contractor and the resident. 4. Follow-up services and insulation contractor assistance. If major upgrades (air sealing, insulation and furnace or boiler replacement) are recommended at the visit, CEE will follow-up with homeowners through email or by phone to encourage implementation. When a quote is provided CEE has the ability to schedule insulation work directly with a qualified contractor making it easier for homeowner to move forward with recommendations. CEE will also provide contact information to program participants who have follow-up questions after the home visit. CITY TASKS 1. Assist and coordinate with CEE on marketing activities. This includes working with CEE on press releases, articles in CITY newsletters, water bill inserts, promoting program on CITY website, CITY email lists, assistance in coordinating with neighborhood and other CITY leaders, assistance in reserving workshop and event space as needed. PAYMENT The City of Edina will reimburse CEE $35 for every Home Energy Squad Energy Saver visit completed ($70 for households with an annual income of under $100,000) and $50 for every Home Energy Squad Energy Planner visit completed ($100 for households with an annual income of under $100,000), not to exceed $10,000 per year without further authorization from the City. CONTACTS The following individuals shall be contacts for this program: CITY OF EDINA CONTACT PERSON Marisa Bayer, City of Edina Sustainability Manager MBayer@edinamn.gov or 952-826-1621 CEE CONTACT PERSON Stacy Boots Camp, Center for Energy and Environment Assistant Outreach Manager sbootscamp@mncee.org or 612-244-2429 TERM The project shall run from April 1, 2024 through December 31, 2026 and may be extended upon mutual agreement by the parties. In witness thereof, the parties have executed this work order as of the date written below. CITY OF EDINA CENTER FOR ENERGY AND ENVIRONMENT By: By: Date: Date: TAX ID 41-1647799 Date: April 16, 2024 Agenda Item #: VI.I. To:Mayor and City Council Item Type: Report / Recommendation From:Jessica V. Wilson, Water Resources Manager Item Activity: Subject:Approve Clean Water Strategy Vision (Values and Goals) Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve the Clean Water Strategy Vision (values and goals). INTRODUCTION: Staff previewed the Clean Water Strategy vision (values and goals) at the City Council’s March 19, 2024, regular meeting. Staff is recommending that Council approve the Clean Water Strategy Vision as well as the supporting values and goals. ATTACHMENTS: Description Staff Report: Approve Clean Water Strategy Vision April 16, 2024 Mayor and City Council Jessica Wilson, CFM, Water Resources Manager Approve Clean Water Strategy Vision (Values and Goals) Information / Background: Staff previewed the Clean Water Strategy vision (values and goals) at the City Council’s March 19th, 2024 regular meeting. Staff is recommending that Council approve the Clean Water Strategy Vision as well as the supporting values and goals. These are unchanged from the Council’s preview last month. This staff report also provides a summary of key takeaways from the March 19th meeting discussion and next steps. Clean Water Strategy Vision The proposed clean water vision is: Edina’s waterbodies are in a healthy ecosystem equilibrium, where waters are clear, safe, and accessible. Prevent pollution: We control pollutants at their source and help people do their part. Mitigate pollution: We build, operate, and maintain infrastructure and take actions to capture and remove pollutants. Protect and restore ecological processes: We protect and restore natural ecosystems on land and in water. Values and Goals The proposed Clean Water Strategy vision was developed from these values and goals. Ecosystems are in a healthy equilibrium; water is clear and environmental benefits are sustained. Water clarity improves as people use water friendly practices. Water is safe for human contact. Waters support native plants, insects, and animals consistent with an urban setting. Shorelines are stable and provide shelter for wildlife consistent with urban lands. STAFF REPORT Page 2 City actions align to do the most good towards measurable, desirable clean water outcomes leveraging creativity and innovation. The city uses an iterative ‘build, test, learn’ model to make progress. The city uses a systems approach in its implementation to consider cumulative benefits. The city performs active management to improve or maintain water clarity and chemistry at levels appropriate for urban waters. Pollution is managed towards achieving water resource conditions that meet standards and support community uses. In-lake management practices are applied towards achieving conditions that meet standards and support community uses. Clean water goals are pursued with consideration for multiple benefits and available resources. People are connected to the land and water in reciprocity, both caring for nature and enjoying the benefits of a healthy environment. People access and interpret knowledge and guidance on urban clean water goals and behaviors that promote them. People pursue activities that promote clean water and natural resource stewardship. Waters are restored or maintained in conditions allowing for beneficial uses. All people have access to water and the cultural values and environmental benefits they provide. Clean water actions prioritize waters with public access. Clean water strategies recognize the diverse ways people value and experience the city’s waters. Key Takeaways Key takeaways from the March 19th meeting; Strong support for the vision and goals. Desire to see progress toward clean water and be proud of what we have for water resources. Health was a strong theme – both in terms of exposure to harmful algal blooms and more generally in terms of access to nature and mental health. Interest in details (budget, time horizons, outcomes) and accountability measures. Support for prioritizing waterbodies and focusing actions. Actions should be aligned with the vision. Actions need to be specific and justified with the desired value/goal. Help people do their part. Engage residents. Provide resources for people, particularly for those that want to take action in areas that aren’t city priorities. More information about the land management program and its crossover with clean water is desired. STAFF REPORT Page 3 Next Steps Staff will take the following next steps; Finalize the Clean Water Strategy report. Program Clean Water activities and coordinate with the capital improvement planning process in 2024. Pursue quick wins including resources for engaging residents in purple loosestrife control in 2024. Evaluate accountability tools to communicate the clean water strategy, actions, and progress toward the vision. Links to past conversations on this topic March 19, 2024 – Clean Water Strategy Vision (Values and Goals) Preview August 15, 2023 – Clean Water Strategy Phase 2: Vision (Values and Goals) and Priorities Discussion May 16, 2023 - Clean Water Strategy Phase 2: Vision (Values and Goals) and Priorities Update December 20, 2022 – Request for Purchase: Clean Water Strategy Professional Services Phase 2 and Participation Plan August 3, 2022 – Work Session – Clean Water Strategy Summary March 5, 2019 – Work Session – Water Resources Management – Morningside Neighborhood Flood Risk Reduction Strategy, Lake Cornelia Clean Water Strategy, and Chloride Pollution Prevention September 5, 2018 – Adoption of 2018 Comprehensive Water Resources Management Plan April 3, 2018 – Work Session – Comprehensive Water Resources Management Plan – Implementation Discussion January 17, 2018 – Authorize Staff to Submit Draft Comprehensive Water Resources Management Plan for Agency Review November 21, 2017 – Work Session – Draft 2018 Comprehensive Water Resources Management Plan Presentation for Review and Comment Date: April 16, 2024 Agenda Item #: VI.J. To:Mayor and City Council Item Type: Report / Recommendation From:Andrew Scipioni, Transportation Planner Item Activity: Subject:Traffic Safety Report of February 27, 2024 Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve staff recommendations in the Traffic Safety Report of February 27, 2024. INTRODUCTION: The Traffic Safety Committee recommends no action on four items. The Transportation Commission reviewed the report at their March 28 regular meeting; no additional recommendations were provided. See attached report. ATTACHMENTS: Description Traffic Safety Report of February 27, 2024 April 16, 2024 Mayor and City Council Nick Bauler, Traffic Safety Coordinator Traffic Safety Report of February 27, 2024 Information / Background: The Traffic Safety Committee (TSC) review of traffic safety matters occurred on February 27. The Traffic Safety Coordinator, City Engineer, Streets Public Service Worker, Transportation Planner, Police Sergeant, Public Works Director and Transportation Planner were in attendance for this meeting. The Assistant City Planner was not able to attend but was informed of the recommendations. On each of the items, persons involved have been contacted and the staff recommendation has been discussed with them. They were informed that if they disagree with the recommendation or have additional facts to present, they can submit correspondence to the Transportation Commission and/or to City Council prior to the April 16 regular meeting. Section B: Items on which the Traffic Safety Committee recommends no action B1. Request for U-turn restrictions for westbound Hazelton Road at France Avenue. Staff recommends no action citing volume of U-turns and crash history. Description Two requests for the restriction citing limited space forces vehicles making U-turns to stop, reverse, then continue east onto Hazelton. ADT 2,600 eastbound vehicles approach France. 16 vehicles counted making a U-turn. 85% Speed N/A Crashes Five crashes in past five years, none involving U-turns. Sight Lines Adequate Previous Requests Request to change lane designations for westbound Hazelton. Hennepin County studied and found new designations would not improve level of service- no action warranted (June 2018). Unique Circumstances France Ave is maintained by Hennepin County. Hazelton Road at France Avenue STAFF REPORT Page 2 B2. Request for all-way stop controls at W 70th Street and Rabun Drive. Staff recommends no action as stop controls along W 70th St would significantly impact the level of service at the two adjacent intersections. B3. Request for all-way stop controls at Antrim Road and W 69th Street. Staff recommends no action as stop signs are not a tool used to lower vehicle speeds. Staff continues to recommend neighborhood to petition for a street reconstruction project with traffic calming improvements. Description Resident concerned with lack of gaps exiting Rabun, requesting added stop controls. AADT 16,100 (W 70th) 85% Speed N/A Crashes None reported at intersection in past ten years. Sight Lines Adequate Previous Request Request for added “Do Not Block Intersection” signs for eastbound traffic on W 70th. No action warranted with signs already in place (August 2018). Unique Circumstances Rabun is only southern access from Brookview Heights onto W 70th. Rabun is 200’ west of HWY 100/ southbound Normandale Rd (signal controlled by MnDOT). Description Requestor is concerned with vehicle speeds on Antrim and is request stop controls at W 69th. ADT 4,093 (2023) 85% Speed 37.5 mph (2021) Crashes None at intersection in past ten years. Sight Lines Adequate Previous Request Speed complaints along Antrim. On/Off - Street Facilities Standard Bike lanes. Sidewalk on east side. A future proposed shared-use path. Discussion 2021 petition received from residents requested DSDSs. Staff response illustrated street reconstruction provides opportunity to slow vehicles through street narrowing, etc. W 69th Street at Antrim Rd W 70th Street at Rabun Drive STAFF REPORT Page 3 B4. Concerns of U-turns during rush hour at McCauley Trail and Timber Ridge. Staff recommends no action. Staff is working with Hennepin County and MnDOT staff for capital improvement projects along Gleason Rd. Section D: Other traffic safety items handled D1. A request was submitted to improve safety for children playing along Aspen Rd. As concerns include drivers not obeying stop controls at Tamarac Ave, EPD was notified of the issue for enforcement. D2. A request for stop signs on W 66th St to help slow vehicle speeds. Edina does not install stop controls to control speeds. EPD was notified of the concern for speed enforcement. D3. Complaints were submitted about safety when crossing Eden Ave at the crosswalk east of Vernon Ave. The requestor was informed of a flashing advanced warning sign proposed to be installed in 2024. D4. A resident was concerned with vehicle speeds and parking designations not adjacent to the sidewalk on Gleason Rd. Staff is not planning on shifting designations from the west to east side of Gleason due to sign replacements and current lane markings. The resident was advised to submit a petition to Council. D5. An online complaint was made regarding an Edina Police driving habits along Cahill Rd. The complaint was sent to EPD supervisors for review. D6. A resident reported potholes on Highway 100. A MnDOT pothole repair form was filled out on the resident’s behalf. D7. Speed enforcement was requested on Xerxes Ave and W 58th St. EPD was informed of the request. D8. A request to improve stopping habits at Gleason Rd and Schey Dr due to drivers failing to stop at the all-way 3-leg stop. Advanced warning signs are present where necessary and no further signage is warranted. EPD was notified of this concern for enforcement. D9. Complaints were made about poor sight lines when exiting Highway 62 westbound onto Tracy Ave. Following inspection, sight lines appear adequate and the Fire Department was informed what vegetation trimming could improve sight lines further. Description Residents within Timber Rdg are concerned with eastbound vehicles on HWY 62 exiting onto Gleason Rd south and making U-turns along McCauley Tr at Gleason and Timber. AADT Gleason – 8,100 (2014) McCauley – 1,400 (2023) 85% Speed 35.7 MPH (McCauley 2023) Crashes Six crashes at HWY 62 exit and Gleason (none involving U-turns). None at McCauley and Gleason and Timber. Sight Lines Adequate Previous Requests Speed concerns along McCauley. Parking issues on Timber. Previous Work McCauley has new shared-use path in 2022 Unique Circumstances Between 4 PM and 6 PM 18 U-turns took place at Gleason and McCauley and 11 at McCauley and Timber. McCauley Tr at Timber Rdg and Gleason Rd STAFF REPORT Page 4 D10. A complaint was made about a speed limit sign blocked by a utility pole on Vernon Ave between Olinger Blvd and Blake Rd. Hennepin County sign shop was notified and is reviewing placement of the sign. D11. A request was made for a flashing yellow arrow (FYA) traveling east on W 66th St turning north onto Drew Ave (CSAH 53). Hennepin County advised an FYA is planned to be installed in 2024. D12. A resident complained of drivers not yielding for pedestrians in the crosswalk over Brookside Ave at Rutledge Ave. The crosswalk treatments are appropriate for Brookside and the Police Department was notified of driver behavior. Date: April 16, 2024 Agenda Item #: VI.K. To:Mayor and City Council Item Type: Report / Recommendation From:Chad Millner P.E., Director of Engineering Item Activity: Subject:Approve Joint Powers Agreement for Construction of Metro E-Line Bus Rapid Transit Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Joint Powers Agreement for Construction of Metro E-Line Bus Rapid Transit with the Metropolitan Council. INTRODUCTION: The E Line Bus Rapid Transit (BRT) is proposed to operate between the East Bank of the University of Minnesota campus in Minneapolis and the Southdale Transit Center in Edina. The City of Edina is represented on the study’s Technical Advisory Committee (TAC). The project is scheduled for construction in 2024. This agreement allows the parties to work cooperatively for efficient construction operations. It grants the project access to city right-of-way during construction and maintenance of the new BRT stations. It also requires the project to pull applicable city permits. ATTACHMENTS: Description Joint Powers Agreement for Construction of Metro E-Line Bus Rapid Transit Council No. 23I094 Page 1 of 4 JOINT POWERS AGREEMENT FOR CONSTRUCTION OF METRO E LINE WITH CITY OF EDINA, MINNESOTA THIS AGREEMENT is made and entered into by and between the Metropolitan Council, a public corporation and political subdivision of the State of Minnesota (“Council”), and the City of Edina, a municipal corporation under the laws of the State of Minnesota (“City”), collectively, “Parties.” BACKGROUND RECITALS 1. The Council plans to construct the METRO E Line, a 13-mile bus rapid transit (“BRT”) project extending through a 13-mile corridor from the western border of St. Paul, through Minneapolis, and ending in Edina, during the 2024 and 2025 construction seasons (“Project”). 2. Pursuant to Minnesota statutory law and administrative rule, including Minnesota Statutes section 237.163 and Minnesota Rules 7819.0050, et seq., the City has rights-of-way management authority and has adopted a right-of-way management ordinance, Edina City Code Ch. 24. 3. Pursuant to Minnesota Statutes section 471.59, subd. 10, the City agrees to exercise its rights-of-way management authority in furtherance of the Project, if requested by the Council. 4. The City and the Council agree to work cooperatively for the efficient construction of the Project. NOW, THEREFORE, for mutual consideration, the receipt and sufficiency of which is hereby acknowledged by the Parties, the Parties agree as follows: AGREEMENT I. Permits and Right of Entry 1. The Council will construct the Project in the City generally along France Avenue, 65th Street, Drew Avenue, 66th Street, and York Avenue. 2. The City grants the Council and its contractor(s) the right to enter onto City property at no cost to the Council and its contractor(s), including any easements and rights-of-way the City currently owns or maintains, for construction of the Project. The Council or its contractor(s) will restore the properties to the approved plans and specifications. Any work not included in the approved plans and specifications for City-owned properties outside of the right- of-way will be subject to approval by the City. The Council or its contractor(s) will phase the work, and coordinate with the City to minimize interference with regular and typical use of the properties by the City. 3. The Council or its contractor(s) will apply for and obtain all applicable permits Council No. 23I094 Page 2 of 4 required by the City for construction of the Project. The City permits will be granted to the Council or its contractor(s) at no cost to the Council or its contractor(s). 4. The Council or its contractor(s) is responsible for obtaining all other applicable permits required for construction of the Project. II. City Right-of-Way Management The City will exercise its right-of-way management powers over all City rights-of-way necessary for the construction of the Project, including but not limited to those powers pertaining to the relocation of utilities within the City rights-of-way. In the event the Council’s Project necessitates the City’s use of its rights-of-way management powers, the Council will give notice to the City’s authorized representative. The City will notify the Council in writing if the City changes its authorized contact person. The Council or its contractor(s) will be responsible for coordination with utilities regarding utility relocations associated with the Project, including any required reimbursement costs resulting from utility relocations associated with the Project. 1. Within 14 calendar days of receiving the written notice the City will, following consultation with the Council and its contractor(s), exercise its rights-of-way management powers, including but not limited to relocation of utilities, that are necessary to enable the Council to complete construction of the Project. III. General Provisions 1. A Party will send all notices or demands under this Agreement either by (a) certified mail; (b) e-mail, as long as the recipient acknowledges receipt in writing; or (c) delivered in person to the other Party addressed to the following authorized representatives: Adam Smith (or successor) Manager, BRT Projects Metro Transit 560 6th Avenue North Minneapolis, MN 55411 adam.smith@metrotransit.org Chad Millner (or successor) Director of Engineering City of Edina 7450 Metro Blvd. Edina, MN 55439 cmillner@edinamn.gov The City and the Council will notify the other Party if the City or the Council designates a different authorized representative. 2. To the extent authorized by law each Party is responsible only for its own acts and omissions and the results of its acts and omissions. The City’s and Council’s liability is governed by the provisions of Minnesota Statutes, Chapter 466. For purposes of determining total liability of damages, the parties will be considered a single governmental unit pursuant to Minnesota Statutes section 471.59, subd. 1a(b) and the total liability of the Parties shall not exceed the limits on governmental liability for a single governmental unit as specified in Minnesota Statutes section Council No. 23I094 Page 3 of 4 466.04. 3. All data collected, created, received, maintained, or disseminated for any purpose by the City and Council under this Agreement are governed by Minnesota Statutes, Chapter 13 (“Act”), and the Minnesota Rules implementing the Act. 4. This Agreement is the entire agreement between the Parties and supersedes all oral agreements and negotiations between the Parties relating to this Agreement. 5. The provisions of this Agreement are severable. If a court finds any part of this Agreement void, invalid, or unenforceable, it will not affect the validity and enforceability of the remainder of this Agreement. A waiver by a Party of any part of this Agreement is not a waiver of any other part of this Agreement or of a future breach of this Agreement. 6. Any modifications to this Agreement will be in writing as a formal amendment executed by the Parties’ authorized signatories. 7. This Agreement is binding upon and for the benefit of the Parties and their successors and assigns. This Agreement is not intended to benefit any third party. 8. This Agreement terminates at the end of the Project construction or by the mutual agreement of the Parties. 9. The Council and the City are each authorized to enter into this Agreement pursuant to Council Business Item No. 2023-164 approved on August 23, 2023, and City Resolution No. 2019-113 and No. 2022-42, approved on December 17, 2019 and May 4, 2022, respectively. 10. This Agreement may be executed in any number of counterparts, each of which is to be deemed to be an original and the counterparts together constitute one and the same Agreement. A physical copy or electronic copy of this Agreement, including its signature pages, will be binding, and deemed to be an original. 11. This Agreement will be effective when both Parties’ authorized signatories have signed it. The effective date of this Agreement will be the date this Agreement is signed by the last Party to sign it (as indicated by the date associated with that Party’s signature). Each Party is signing this Agreement on the date stated below that Party’s signature. Council No. 23I094 Page 4 of 4 METROPOLITAN COUNCIL By: Ryan O’Connor, Regional Administrator Date: CITY OF EDINA By: James Hovland, Mayor Date: and Scott Neal, City Manager Date: Date: April 16, 2024 Agenda Item #: VI.L. To:Mayor and City Council Item Type: Report / Recommendation From:Chad A. Millner, P.E., Director of Engineering Item Activity: Subject:Approve Encroachment Agreement with 5020 Blake Road Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Encroachment Agreement with 5020 Blake Road INTRODUCTION: The owners at 5020 Blake Road requested a blue trap rock wall within the right-of-way instead of the City's standard big block wall. The owners paid for the cost different in wall types and agrees to maintain the wall in the future since it is different from the City's standard. This agreement details the understanding between the parties. ATTACHMENTS: Description Encroachment Agreement with 5020 Blake Road SETTLEMENT, ENCROACHMENT, AND MAINTENANCE AGREEMENT TIIIS SETTLEMENT, ENCROACHMENT AND AGREEMENT ("Agreement") is entered into on this _ day of 2024, by, between and among the CITY OF EDINA, a Minnesota municipal corporation ("City"), and ALEX T. MITCHELL and RENEE M. MITCHELL, married to each other ("Owners"). WHEREAS, the City commenced a road reconstruction project for Blake Road, City Proj ect EN G 22-2 ("Project"); WHEREAS, Owners are the fee owners of two parcels of real property that abut the Project located in the City of Edina and legally described in Exhibit A attached hereto as Parcel 1 and Parcel 2 (collectively, the Parcels are referenced as the "Subject Property"); WHEREAS, Owners asserted that the Project resulted in an impairment of access or taking of access related to the expansion of a retaining wall within the existing Blake Road right of way that bisects the Subject Property; WHEREAS, to ensure the success of the Project and prevent adverse impact to the Subject Properly and access to Mirror Lake, the Parties desire to enter into this Agreement; WHEREAS, Owners have obtained all necessary permit(s) for installation of the Parcel2 Improvements (defined herein). NOW, THEREFORE, in consideration of the foregoing premises and other good and valuable consideration, the receipt, adequacy, and sufficiency of which are hereby acknowledged, the parties agree as follows: 1. City's Obligations. A. The City has installed the Blue Trap Rock in the retaining wall within the right of way on Parcel 1 ("Trap Rock Wall"). The Trap Rock Wall shall otherwise be built to the location, ,.u1., and dimensions shown per the City's original Project plans. The Owners shall pay Fifty Nine Thousand Seven Hundred Thirty Five and 0/100 Dollars ($59,735.00) to the City, which was the incremental cost of installation of the Trap Rock above the original cost of the keystone wall proposed by the City. Owners shall make payment to the City immediately upon execution of this Agreement. B. The City has installed landscaping within the existing City right of way abutting Parcel 1 pursuant to the Project plans. Owners shall not alter the landscaping within the City's right of way for two (2) years after the completion of the Project. After the elapse of the two (2) year period, Owners may alter or supplement the landscaping within the City's right of way on the Subject Property provided that the alterations or additions do not block the sight lines, encroach onto the public roadway, or interfere in any manner with the safe use of the City right of way (the "Owner' s Landscaping Improvements"). 1 227919v9 C. The Project has been modified to provide opening in the retaining wall for a future gate provided by the owner. The opening was installed by the City abutting Parcel 2 atthe location agreed upon by the parties, approximately Station 905 + 25' as indicated on the Project plans. 2. Owner's Rights and Obligations. A. Owners, their successors and assigns, will have the right to use and access the gate and Parcel 2 Improvements (defined herein) at all times. The City requests that Owners lock the gate. Owners shall ensure that the gate is kept locked at all times when not in use. Owners, their successors and assigns, shall be responsible for all necessary replacement, maintenance and repair of the gate. The City shall be responsible for all necessary replacement, maintenance and repair of the wall in which the gate is installed. B. Owners shall have the option but not the obligation to maintain and repair the Trap Rock Wall provided that such maintenance does not adversely impact the function of the Trap Roci< Wall or damage or impair the public roadway or right of way and that any such maintenance is approved in advance by the City. Owners shall be responsible for obtaining all necessary permits and paying all necessary fees relating to such maintenance or repair. 3. Encroachments. A. Owners have installed the gate, helical screws and will install a platform on parcel 2 (lakeshore side) abutting the gate to support the installation of stairs and may anchor any stairs installed to the City's retaining wall improvements provided in the Plans, and this anchoring will encroach within the City's right of way for Blake Road ("Parcel 2 Improvements"). B. The Owners' Landscape Improvements will also encroach within the City's right of way abutting Parcel I ("Parcel 1 Improvements") between the property line of Parcel I and the ..top of the wall" as depicted in Exhibit B (collectively, Parcel 1 Improvements and parcel i Improvements shall be referred to herein as the "Improvements,,). C. The City approves the encroachment of the Improvements within the City's right of way, conditioned upon the indemnification and hold harmless obligations under Paragraph + of tfris Agreement and the following: (i) The anchoring of the Parcel 2 Improvements do not damage, interfere with, or otherwise compromise the City's Improvements included as part of the Project. (ii) Except as otherwise provided in this Agreement, the installation of the Improvements, and any other improvements not expressly assumed by the City in this Agreement shall be solely at the Owners, expense. (iii) Except as otherwise provided in this Agreement, Owners are solely responsible for the design, construction, inspection, and maintenance of all improvements installed by the Owners. 2 227919v9 (iv) Except as otherwise provided herein Owners are solely responsible for obtaining all necessary permits to complete their work, including but not limited to any potential road closure permits. (v) Owners agree that the Improvements shall be constructed consistent with all applicable federal, state and local laws and regulations. D. The City shall take reasonable steps to coordinate with the Owners, or their designee, to allow for the installation of the anchors required for the Improvements within Parcel 2. 4. City's Rights. A. If the City believes the Trap Rock Wall is in need of repair, it shall first notifr the Owners, who shall have sixty (60) days to complete all necessary repairs and maintenance, weather permitting. The Owners' option to repair the City's Trap Rock Wall shall exsit for a period of fifty years from the date of this Agreernent. Following the expiration of this fifty year period, if Owners fail to repair or maintain the Trap Rock Wall, the City may remove, replace or modifu the Trap Rock Wall, in its sole discretion without the need for further agreement from the Owners. If Owners continue to repair and maintain the Trap Rock Wall during this fifty year period, the City shall not remove, replace or modiff the Trap Rock Wall without the agreement of the Owners, except in the event of a future road reconstruction of Blake Road abutting the Property. However, if the City determines that there is an imminent threat to public safety or welfare requiring immediate action the City may act to address such threat in its sole discretion, and will provide such notice to the Owners as is practical given the situation. If the City is responsible for damage to the Trap Rock Wall or Parcel 2 lmprovements due to snow plowing or other repair or maintenance activities, then the City shall be solely responsible for any repair or maintenance. B. If the City finds it necessary to repair, maintain or replace the retaining wall or reconstruct the City's right of way abutting Parcels I and 2, it shall first notifu the Owners, who shall have sixty (60) days, weather permitting, to remove all attachments to the retaining wall or other Improvements located within Parcel 2 to the extent deemed necessary by the City, in order for the City to complete any city work required within the City right of way abuttingParcel2. However, if the City determines that there is an imminent threat to public safety or welfare requiring immediate action, the City may act to address such threat in its sole discretion, and will provide such notice to the Owners as is practical given the situation. If Owners fail to remove the Improvements within sixty (60) days, weather permitting, the City may remove the Improvernents as necessary. Upon completion of the any City work requiring removal of the Improvements, the Owners may reinstall the Improvements authorized under this Agreement, provided Owners coordinate with the City to allow for the reinstallation of the Improvements. 5. Release and Indemnification. A. Owners hereby release and waive any and all claims, whether asserted or not, Owners have or could have raised against the City in connection with the Project, including without limitation claims for inverse condemnation, impairment or taking of access, or interference with the use and enjoyment of the Subject Property. This Agreement constitutes resolution of all potential damages, losses, reestablishment benefits, interest on unpaid damages, attorneys' fees, appraisal fees, and other costs due or claimed, without limitation, arising out of the Project. This J 22'7919v9 release does not waive any future claims which may be asserted if access to the Subject Property is permanently limited, removed, or taken. B. Owners, for themselves, their successors and assigns hereby assume all risks related to the Improvements and the installation and use of the Improvements and shall forever indonnifu and hold harmless the City, its officials, agents, and employees from and against all liability, actions, claims, demands, costs, damages, or expense of any kind which may be brought or made against the City, its officials, agents, or employees or which the City may pay or incur, by reason of the installation, repair and maintenance of the Improvements and the Owners', their invitees', agents', successors', and assigns', use of the gate and Improvements, including without limitation any claims for personal injury or death, other than liability, actions, claims, demand, costs, or damages which arise from the intentional, willful, or negligent actions of the City, its officials, agents, or employees. 6, Miscellaneous. A. The signatories hereto acknowledge on behalf of their respective entities that each signatory has the full authority and power to execute this Agreernent, and that all consents and/or approvals necessary for each respective entity to enter into this agreement have been obtained or waived. B. Each of the parties hereto fuither acknowledges and agrees that it entered into this Agreement of their own free will and not under any form of duress. C. parties hereto This Agreement shall be deemed to have been drafted by the joint efforts of the D. This Agreanent contains the entire agreement between the parties and supersedes any and all prior agreements, arrangements, or understandings between the parties relating to the subject matter hereof. No oral understandings, statements, promises or inducements contrary to the terms of this Agreanent exist, and this Agreement may not be amended, waived, terminated, or otherwise changed in any respect, except in writing. E. This Agreement shall be governed by and construed in accordance with the laws of the State of Minnesota, and any action to enforce same shall be brought in a court located in Hennepin County, Minnesota. F. This Agreanent shall be recorded against the title to the Subject Property G. This Agreernent shall run with the land and shall be binding upon and shall inure to the benefit of the parties hereto and their respective heirs, successors, representatives, and assigns. H. It is understood and agreed that this Agreement may be executed in a number of identical counterparts, each of which shall be deemed an original for all purposes, but all of which together shall constitute one and the same instrument. The acceptance and approval of each party may be made by hand-written signature scanned and converted to an electronic document, an electronic /s/ signature, or other electronic indication of acceptance and agreernent. 4 227919v9 [Remainder of page intentionally left blank.] [Signature pages to follow.J 5 22'l9l9v9 CITY OF EDINA By James B. Hovland Its Mayor By Scott Neal Its City Manager STATE OF MINNESOTA ) )ss COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this day of 2024, by James B. Hovland and Scott Neal, respectively, the Mayor and City Manager, of the City of Edina, a Minnesota municipal corporation, on its behalf. Notary Public 6 227919v9 Alex T. Renee M. Mitchell STATE OF MINNESOTA COUNTY OF HENNEPIN The foregoing instrument was acknowledged before me this 2024by Alex T. Mitchell and Renee M. Mitchell, married to each TUTS IxSrnuN,[NT DRAFTcn By: CAMPBELL KNUTSON, P.A. P rofe s si o n al A s so c iati o n Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 AMP/ ) )ss. ) rh iL day or other. 7 TFTYG D.JOHNSOI'I RJI;.E'M$IIGSOTAi\STAft 31,Ext itBgCofiidsstMy 227919v9 a Notaryfiblic EXHIBIT A Legal Description of Subject Property Parcel 1: Lot 1, Block l, Taft Addition, Hennepin County, Minnesota, according to the recorded plat thereof; Parcel2: Lots 3l and 33, Auditor's Subdivision Number 325, according to said plat thereof, Herurepin County, Minnesota. 8 227919v9 EXHIBIT B Depiction of Parcel l Encroachment \q! 4b I(,r,(?' / [:] rr!ru..6h..rai. rl.so*t Fr - tr,rcH,txc Eq=-t:TC 4 a /( '.\ l]oPofwrrr rclsrEff.r C$h' :."-.-_,.'_..4_ _ -,: -. . ,",t.;: ; ''.. - -... i. ,,,,,,' r--- lr@a.Toor WS# wall Encfoachrnent Afea ExhIbd PIO: 3O.l17.21-{1fi21 Adfiess. : 5020 Erar(e Rd s Cily ol Edria, ilrr}esola 4889-6401-2712, v . 2 9 227919v9 ,I I I I i Date: April 16, 2024 Agenda Item #: VI.M. To:Mayor and City Council Item Type: Other From:Andrew Scipioni, Transportation Planner Item Activity: Subject:Receive Petition for White Oaks Sidewalk and Road Construction Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Receive petition for White Oaks sidewalks and road construction and refer to Engineering Department for consideration. INTRODUCTION: The City received a petition from residents in the White Oaks neighborhood with the following requests: 1. Align construction of the sidewalks and road overlay in a manner that limits disruptions to the neighborhood and is cost effective. 2. Incorporate road claming techniques into the design to address observed (and projected) traffic volume increases and address speeds above the speed limit. 3. When adding sidewalks, minimize lot impacts to residents by incorporating the sidewalks into traffic calming designs (e.g. narrower streets with sidewalks vs. encroaching into yards). See attached petition and signatures page. ATTACHMENTS: Description Petition Received April 8, 2024 Petition Signatures Name City State Postal Code Country Signed On White Oaks Address David Wirth Edina MN US 4/4/2024 4908 Maple Road Gretchen Baker Minneapolis MN 55430 US 4/4/2024 4800 Maple Rd Scott Fischmann Edina MN 55424 US 4/4/2024 4613 Meadow Rd Matt Reubendale Edina MN 55424 US 4/4/2024 4716 Townes Rd Mark Webert Edina MN 55424 US 4/4/2024 4912 Maple Rd Grace Webert Edina MN 55424 US 4/4/2024 Jim Stromberg Edina MN 55424 US 4/4/2024 3925 49th St W Janene (Bobbi) Augustine Edina MN 55424 US 4/4/2024 4703 Townes Rd Leonard Slade Minneapolis MN 55478 US 4/4/2024 4904 Maple Rd Cheryl Appeldorn Edina MN 55424 US 4/4/2024 4611 Townes Cir Cheryl Appeldorn Minneapolis MN 55424 US 4/4/2024 4611 Townes Cir Katie Fuerstneau Edina MN 55424 US 4/4/2024 4835 Maple Rd David Cartwright Minneapolis MN 55414 US 4/4/2024 4005 48th St W Katharine Winston Edina MN 55410 US 4/4/2024 4634 France Ave S Kitty Kapsner St. Louis Park MN 55416 US 4/4/2024 Michael Martin Edina MN 55424 US 4/4/2024 4905 Maple Rd Mary Zarling Minneapolis MN 55478 US 4/4/2024 4808 Townes Rd Dayna Deutsch Bloomington MN 55431 US 4/4/2024 4921 Maple Rd Jennifet Pierson Steamboat Springs CO 80487 US 4/5/2024 Angie Swatfager Minneapolis MN 55401 US 4/5/2024 4928 Maple Rd Ali Wirth Edina MN 55424 US 4/5/2024 4908 Maple Road Timothy Farley Edina MN 55410 US 4/5/2024 4850 FRANCE AVE S # Never Again Is Now charlotte NC 48204 US 4/5/2024 Derek Kerber Philadelphia PA 19003 US 4/5/2024 James Cloyd Minneapolis MN 55414 US 4/5/2024 4820 Maple Rd Sophie Shirlen US 4/5/2024 Jonathan Miller Fort Wayne IN 46808 US 4/5/2024 Alex Kowtun Hornell NY 14843 US 4/6/2024 Michael Dunn Minneapolis MN 55478 US 4/6/2024 4808 Townes Rd Stephanie Brown Lemont IL 60441 US 4/6/2024 Alix Cassagnol Watertown NY 13601 US 4/7/2024 Dimitris Terrell Tucker GA 30084 US 4/7/2024 Christopher Bryant CODEN AL 36523-2846 US 4/7/2024 Sara Anderson Minneapolis MN 55424 US 4/8/2024 4807 Maple Rd Barbara Lambert Bloomington MN 55420 US 4/8/2024 4007 49TH ST W Scott Glickstein Edina MN 55424 US 4/8/2024 4829 Maple Rd Jacob Fuerstneau Edina MN 55424 US 4/8/2024 4835 Maple Rd brian Lambert Edina MN 55424 US 4/8/2024 4007 49TH ST W Tom Rickman Edina MN 55424 US 4/8/2024 4917 Maple Rd Melissa Opp Edina MN 55424 US 4/8/2024 4702 TOWNES RD Geoff Kragness Minneapolis MN 55478 US 4/8/2024 4932 Maple Rd Karen Larson Edina MN 55424 US 4/8/2024 4802 Maple Rd Elizabeth Mcshane Edina MN 55424 US 4/8/2024 4925 Maple Rd Kathleen Carlson Edina MN 55424 US 4/8/2024 3918 49TH ST W Susan Wahman Minneapolis MN 55424 US 4/8/2024 4715 MEADOW RD Jan Monson Edina MN 55424 US 4/8/2024 3945 49th St W Annie Kragness Minneapolis MN 55478 US 4/8/2024 4932 Maple Rd Ted Stark Edina MN 55424 US 4/8/2024 4621 Townes Cir Maureen Millea Smith Edina MN 55424 US 4/8/2024 4820 Townes Rd Michael Sexton Minneapolis MN 55478 US 4/8/2024 4900 Maple Rd Tracy Shand Minneapolis MN 55478 US 4/8/2024 4824 Townes Rd Therese Bowman Cloyd Minneapolis MN 55424 US 4/8/2024 4820 Maple Rd Barry Gerst Edina MN 55424 US 4/8/2024 3909 48th St W Sylvia Powell Conley GA 30288 US 4/8/2024 Siyuan Liu Duvall WA 98019 US 4/8/2024 Hannah DuBois Miami FL 33197 US 4/9/2024 Gerren Swims Chicago IL 60649 US 4/9/2024 Peter Schmiel Edina MN 55424 US 4/9/2024 4836 Townes Rd Jada Arenas Capitol Heights MD 20743 US 4/9/2024 James Rice Acworth GA 30101 US 4/9/2024 Adam Kaluba Burleson TX 76028 US 4/9/2024 Erika Rikhiram Clermont FL 34711 US 4/10/2024 Karen Zak Bradenton FL 34212 US 4/10/2024 Heather Isaac Vista 92084 US 4/10/2024 karen lee Lukachukai AZ 86507 US 4/10/2024 C Sullivan US 4/11/2024 Janya Woodberry Raleigh NC 27615 US 4/11/2024 Briana Arnett Peoria AZ 85741 US 4/11/2024 R. Scott Parsons Millerton PA 16936 US 4/11/2024 Paul Markillie Grand Blanc Township MI 48439 US 4/11/2024 Alana Preziosi Swedesboro NJ 08085 US 4/12/2024 Date: April 16, 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 Boys Swimming and Diving Team Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Recognize the Edina High School Boys Swimming and Diving Team on their State Championship. INTRODUCTION: The Edina High School Boys Swimming and Diving Team won the state championship in the 2023-2024 school year. Head Swimming Coach Scott Johnson, Diving Coach John Dailey, as well as the state meet athletes, managers and assistant coach, will attend the meeting to be recognized by the City Council on their state championship win. Date: April 16, 2024 Agenda Item #: VII.B. To:Mayor and City Council Item Type: Other From:Andrew Slama, Fire Chief Item Activity: Subject:2023 Edina Crime Prevention Fund Firefighter of the Year Information CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Recognize the 2023 Edina Crime Prevention Fund Firefighter of the Year. INTRODUCTION: The Edina Crime P revention Fund sponsored the 2023 Firefighter of the Year award. This year's award was presented at the Edina Fire and Police Awards Banquet. Allie Adie was selected as the 2023 Firefighter of the Year for her accomplishments and work for Edina Fire and the community. We will recognize Paramedic Firefighter Adie at the Council Meeting. Date: April 16, 2024 Agenda Item #: VII.C. To:Mayor and City Council Item Type: Other From:Bill Neuendorf, Economic Development Manager Item Activity: Subject:Proclamation: Small Business Week Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Proclaim April 28 to May 4, 2024 "Small Business Week" in Edina. INTRODUCTION: The U.S. Small Business Administration recognizes the vital role of small businesses in the national economy. There are more than 2,400 businesses located in Edina. Each of these small businesses contributes to the regional economy and the local community. Staff recommends that Small Business Week be recognized and celebrated in Edina. ATTACHMENTS: Description Small Business Week Proclamation PROCLAMATION SMALL BUSINESS WEEK APRIL 28 TO MAY 4, 2024 WHEREAS, there are more than 2,400 businesses located in the City of Edina and according to the United States Census, over 96% of all firms with paid employees in Hennepin County have fewer than 100 employees and are classified as small businesses; and WHEREAS, small businesses are located in each of Edina’s commercial districts including: 44th & France, 50th & France, 70th & Cahill, Cahill Business/Industrial Park; Grandview, Lincoln Drive, Southdale and Greater Southdale, Pentagon Park, Washington Avenue and Wooddale/Valleyview; and WHEREAS, according to the United States Small Business Administration (SBA), small businesses account for two- thirds of the nation’s employment growth; and WHEREAS, 79% of consumers surveyed in the 2021 Consumer Insights Survey understand the importance of supporting small businesses located in the community; and WHEREAS, the City of Edina celebrates our local small businesses and recognizes the vital contributions these businesses make to the local economy and to the overall health and vibrancy of the community. NOW, THEREFORE BE IT RESOLVED, that the Edina City Council does hereby proclaim, April 28 to May 4, 2024, as SMALL BUSINESS WEEK in the City of Edina and urges the residents and guests of our community to support small businesses and merchants located in each of Edina’s commercial districts on this day and throughout the year. Dated this 16th day of April 2024. _____________________________ James B. Hovland, Mayor Date: April 16, 2024 Agenda Item #: VII.D. To:Mayor and City Council Item Type: Other From:Marisa Bayer, Sustainability Manager Item Activity: Subject:Proclamation: Earth Day April 22, 2024 Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Adopt proclamation declaring April 22, 2024, Earth Day in Edina. INTRODUCTION: Earth Day is commemorated annually April 22 to demonstrate support for environmental protection, advance sustainability initiatives and raise awareness about climate change around the world. T his proclamation highlights Earth Day and the City's Climate Action Plan. Sustainability Manager Marisa Bayer will accept the proclamation. ATTACHMENTS: Description Earth Day Proclamation 2024 PROCLAMATION EARTH DAY IN EDINA April 22, 2024 WHEREAS, Earth Day is commemorated annually on April 22 to demonstrate support for environmental protection, advance sustainability initiatives, and raise awareness about climate change; and WHEREAS, the City of Edina is committed to addressing climate change and has taken steps to reduce its carbon footprint, conserve natural resources and foster environmental stewardship; and WHEREAS, in 2021, the City of Edina adopted a Climate Action Plan, which lays the foundation for those who live and work in Edina to imagine a future where the Earth and all who live on it can thrive. This plan outlines our commitment to reduce greenhouse gas emissions 45 percent by 2030 and achieve net-zero emissions by 2050. It includes integrating sustainability into our programs, policies, and activities; and WHEREAS, Edina residents and businesses have demonstrated a commitment to environmental sustainability through various initiatives, such as adopting renewable energy, participating in the organics recycling program and supporting local conservation efforts; and WHEREAS, Earth Day serves as a reminder of our responsibility to the Earth and to future generations to leave a livable world. NOW, THEREFORE, the City Council of the City of Edina, MN, hereby proclaim April 22, 2024, as EARTH DAY IN EDINA and encourage all residents and businesses to: Recognize the importance of protecting our environment and combating climate change; Participate in local Earth Day events and initiatives aimed at environmental education and action; Commit to making sustainable choices that reduce our impact on the planet; Support programs that promote clean energy, conservation and a healthy, sustainable future. Dated this 16th day of April 2024. _________________________________ James B. Hovland, Mayor Date: April 16, 2024 Agenda Item #: VII.E. To:Mayor and City Council Item Type: Other From:Luther Overholt, City Forester Item Activity: Subject:Proclamation: Arbor Day April 26, 2024 Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Adopt proclamation declaring April 26, 2024, Arbor Day. INTRODUCTION: Arbor Day is a holiday that originated in Nebraska City, Nebraska by J. Sterling Morton, to encourage the planting and caring for trees. The first Arbor Day was held on April 10, 1872, and an estimated one million trees were planted that day. Many countries now observe a similar holiday. Though usually observed in the Spring, the date varies, depending on climate and suitable planting season. This will be the City of Edina’s 26th year as a Tree City USA city and our 4th year as a Tree City of the World. Recognition is received annually as a Tree City for meeting their four core standards: Maintaining a tree board or department, having a community tree ordinance, spending at least $2 per capita on urban forestry, and celebrating Arbor Day. Edina has been a Tree City of the World since the program’s inception four years ago. Tree Cities of the World must successfully meet five core standards: Identify who is responsible for city trees, have an official law or policy that governs the management of forests and trees, have access to a recent inventory, survey, or canopy assessment, have a city budget for tree planting, maintenance, and removal, host at least one or more public events celebrating trees and the workers who plant and maintain them. Edina and Minneapolis are the only two cities in the state of Minnesota to hold this designation. Worldwide there are 200 recognized cities in 22 different countries. The increased benefits include but are not limited to: clean water, clean air, stormwater management, lower urban temperatures, better mental health, and crime reduction. City Forester, Luther Overholt, will recognize the Edina Arbor Day celebration on Friday, April 26, 2024, from Noon-4 p.m. at Centennial Lakes Park. Staff will be planting over 90 new trees throughout the park and will have free tree seedlings available. To assist with planning the event those interested in volunteering to help plant trees are asked to RSVP by searching “Arbor Day” on the City of Edina website. ATTACHMENTS: Description Proclamation: Arbor Day 2024 PROCLAMATION ARBOR DAY APRIL 26, 2024 WHEREAS, in 1872, J. Sterling Morton proposed to the Nebraska Board of Agriculture that a special day be set aside for the planting of trees, and WHEREAS, this holiday, called Arbor Day, was first observed with the planting of more than a million trees in Nebraska, and WHEREAS, forest soils prevent flooding and reduce storm water by capturing and storing rainwater and snowmelt, which is then slowly released to our lakes, streams and groundwater; and WHEREAS, trees and forests improve our physical health by cleaning the air, reducing exposure to the sun’s UV rays and decreasing temperatures during the summertime; and WHEREAS, One tree provides $62,000 worth of pollution control over a period of 50 years; and WHEREAS, trees can reduce the erosion of our precious topsoil by wind and water, cut heating and cooling costs, moderate the temperature, clean the air, produce life-giving oxygen, and provide habitat for wildlife, and WHEREAS, forests create high-quality drinking water by acting as a natural filter; and WHEREAS, Edina is proud of the beautiful shade trees which grace our homes and public places; NOW, THEREFORE, the City Council of the City of Edina, MN, hereby proclaim April 26, 2024, as Arbor Day In the City of Edina, MN, and call upon the spirited and foresighted citizens of Edina to plant trees now for our pleasure and that of future generations. Dated this 16th day of April 2024. James B. Hovland, Mayor Date: April 16, 2024 Agenda Item #: VII.F. To:Mayor and City Council Item Type: Other From:Gillian Straub, City Management Fellow Item Activity: Subject:Proclamation: Days of Remembrance May 6, 2024 Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Adopt Proclamation: Days of Remembrance. INTRODUCTION: The national annual commemoration of the Days of Remembrance will take place on May 6, 2024. The City adds its voice to this commemoration through the adoption of this proclamation. In 2011, the City was among the first local governments to adopt such a proclamation and host a community education event. That tradition continues with this proclamation and the Human Rights & Relations Commission's May 15th, 2024, Days of Remembrance event. ATTACHMENTS: Description Proclamation: Days of Remembrance PROCLAMATION DAYS OF REMEMBRANCE May 6, 2024 WHEREAS, the Holocaust was the state-sponsored systematic persecution, annihilation and genocide of six million Jews and millions of other Holocaust victims by Nazi Germany and its collaborators between 1933 and 1945, with 17 million murdered; and WHEREAS, the history of the Holocaust offers an opportunity to reflect on the moral responsibilities of individuals, societies and governments; and WHEREAS, we the people of the City of Edina should always remember the terrible events of the Holocaust and remain vigilant against hatred, persecution, genocide, and tyranny; and WHEREAS, despite the lessons of history, acts of genocide are to this day being perpetrated in many parts of the world and horrific crimes motivated by bias are being committed in this country; and WHEREAS, we the people of the City of Edina should actively rededicate ourselves to the principles of individual freedom in a just society; and WHEREAS, the Days of Remembrance are set aside annually, occurring in April or May, to coincide with the national celebration of Yom Hashoah for the people of the City of Edina to remember the victims of the Holocaust, as well as to reflect on the need for respect of all peoples and continuing vigilance against bias and genocidal acts; and WHEREAS, pursuant to an Act of Congress, the United States Holocaust Memorial Council designate annually the Days of Remembrance of the Victims of the Holocaust, including the Day of Remembrance known as Yom Hashoah. NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Edina does hereby recognize and continue to promote the DAYS OF REMEMBRANCE in memory of the victims of the Holocaust and in honor of the survivors as well as the rescuers and liberators, and further proclaim that we, as citizens of the City of Edina will work to promote human dignity and confront hate whenever and wherever it occurs. Dated this 16th day of April 2024. _________________________ James B. Hovland, Mayor Date: April 16, 2024 Agenda Item #: VII.G. To:Mayor and City Council Item Type: Other From:Andrew Slama, Fire Chief & Nate Borwege, Interim Chief Building Official Item Activity: Subject:Proclamation: Building Safety Month May 2024 Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Adopt proclamation declaring May 2024 Building Safety Month. INTRODUCTION: This proclamation for May of 2024 as Building Safety Month, demonstrates our commitment to building safety and fire prevention in our community. “Mission Possible,” is the theme for Building Safety Month 2024. Building Safety Month is a public awareness campaign to help individuals, families and businesses understand what it takes to create safe and sustainable structures. T he campaign reinforces the need for adoption of modern, model building codes, a strong and efficient system of code enforcement and a well-trained, professional workforce to maintain the system. The campaign is presented by the ICC and its 64,000 members worldwide along with a diverse partnership of professionals from the building construction, design and safety community. Corporations, government agencies, professional associations, nonprofits and more come together to support Building Safety Month because they understand the need for safe and sustainable structures where we live, work and play. Our department is using Building Safety Month to educate the community. It is an opportunity to increase public awareness of the role building safety and fire prevention officials, local and state building departments and federal agencies play to protect lives and property. They are the “silent defenders” who are seldom seen but work daily to ensure safety in the built environment. ATTACHMENTS: Description Proclamation: Building Safety Month May 2024 Proclamation Building Safety Month May 2024 WHEREAS, our City of Edina is committed to recognizing that our growth and strength depends on the safety and essential role our homes, buildings and infrastructure play, both in everyday life and in times of natural disaster, and; WHEREAS, our confidence in the structural integrity of these buildings that make up our community is achieved through the devotion of vigilant guardians––such as building safety and fire prevention officials and others in the construction industry––who work year-round to ensure the safe construction of buildings, and; WHEREAS, these guardians are dedicated members of the International Code Council, that are experts in the built environment to create and implement the highest-quality codes to protect us in the buildings where we live, learn, work, play, and; WHEREAS, these modern building codes include safeguards to protect the public from natural disasters such as hurricanes, snowstorms, tornadoes, wildland fires, floods and earthquakes, and; WHEREAS, Building Safety Month is sponsored by the International Code Council to remind the public about the critical role of our communities’ largely unknown protectors of public safety––our local code officials–– who assure us of safe, sustainable and affordable buildings that are essential to our prosperity, and; WHEREAS, “Mission Possible,” the theme for Building Safety Month 2024, encourages us all to raise awareness about building safety on a personal, local and global scale, and; WHEREAS, each year, in observance of Building Safety Month, people all over the world are asked to consider the commitment to improve building safety and to acknowledge the essential service provided to all of us by local and state building departments, fire prevention bureaus and federal agencies in protecting lives and property. NOW, THEREFORE, the City Council of the City of Edina, MN, hereby proclaim the month of May 2024, as Building Safety Month In the City of Edina, MN, accordingly, I encourage our citizens to join with their communities in participation in Building Safety Month. _________________________________ James B. Hovland, Mayor Date: April 16, 2024 Agenda Item #: VIII.A. To:Mayor and City Council Item Type: Report / Recommendation From:Cary Teague, Community Development Director Item Activity: Subject:CONTINUE THE PUBLIC HEARING TO MAY 7, 2024: Resolution No. 2024-24: Preliminary Rezoning & Site Plan, Variances and Subdivision for 6600-6800 France Avenue Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Continue the Public Hearing to May 7, 2024. INTRODUCTION: The applicant has requested the public hearing be continued to May 7, 2024 to allow more time for them to consider revisions. The deadline for the City to make a decision on this request is June 4, 2024. The Planning Commission recommends the City Council deny the requests based on the findings included in the attached denial resolution. The applicant, HGA Architects on behalf of the property owner, Southdale Office Partners, is proposing to redevelop a portion of the 22-acre parcel at 6600-6800 France. The proposed plan is to tear down the middle office buildings and restaurant (90,582 square feet) on the site and construct a new 3-story, 107,000 square foot medical office, an 8,000 square foot restaurant, and a 2-level parking ramp, with a proof of parking plan to expand to 4 levels. (See attached narrative and plans.) In 2017, this site was rezoned to PUD for a mixed-use development project, The Avenue on France. The plans included a new 6-story office building, a new 6 story medical office, an 8-story residential building, four retail/restaurant buildings, and a hotel. The existing 6 and 7-story office buildings were to remain. See attached approved P lans. Under the existing PUD zoning, only the plans approved within the PUD can be built. The property owner has found that the approved PUD plans are not feasible to develop. Therefore, the applicant is proposing the following to accommodate their development proposal: Preliminary Rezoning from PUD, Planned Unit Development to P CD-3, Planned Commercial District. (P CD-3 was the original zoning of this site) Preliminary Site P lan. Subdivision. Variances: 1. Transparency from 75 to 39 percent facing Valley View Road. 2. First floor building height from 20 to 14 feet for the restaurant and 16 feet for the medical office. 3. Building height variance from 48 to 52 feet for the medical office. Better Together Edina Public Input ATTACHMENTS: Description Planning Commission Staff Report - March 13, 2024 Site Location, Zoning, Comp Plan & Approved 2017 PUD Plan Traffic and Parking Study AFO Review (Mic Johnson) - From Sketch Plan Applicant Response to AFO Review Applicant revisions from Sketch Plan Comments LMC Pyramid of Discretion Sketch Plans Renderings from Valley View Road Plans and Renderings- 1 of 9 Plans and Renderings- 2 of 9 Plans and Renderings- 3 of 9 Plans and Renderings- 4 of 9 Plans and Renderings- 5 of 9 Plans and Renderings- 6 of 9 Plans and Renderings- 7 of 9 Plans and Renderings- 8 of 9 Plans and Renderings- 9 of 9 Plans and Renderings, Appendix A- 1 of 7 Plans and Renderings, Appendix A- 2 of 7 Plans and Renderings, Appendix A- 3 of 7 Plans and Renderings, Appendix A- 4 of 7 Plans and Renderings, Appendix A- 5 of 7 Plans and Renderings, Appendix A- 6 of 7 Plans and Renderings, Appendix A- 7 of 7 Plans and Renderings, Appendix B- 1 of 2 Plans and Renderings, Appendix B- 2 of 2 Southdale Design Experience Guidelines Preliminary Plat Memo from engineering Minutes/History Sustainabililty Questionnaire Resolution No. 2024-24 (Approval) Resolution No. 2024-24 (Denial) Southdale Design Guidelines History The applicant, HGA Architects on behalf of the property owner, Southdale Office Partners, is proposing to redevelop a portion of the 22-acre parcel at 6600-6800 France. The proposed plan is to tear down the middle office buildings and restaurant (90,582 square feet) on the site and construct a new 3-story, 107,000 square foot medical office, an 8,000 square foot restaurant, and a 2-level parking ramp, with a proof of parking plan to expand to 4 levels. (See attached narrative and plans.) In 2017, this site was rezoned to PUD for a mixed-use development project (The Avenue on France). The plans included a new 6-story office building, a new 6 story medical office, an 8- story residential building, four retail/restaurant buildings, and a hotel. The existing 6 and 7- story office buildings were to remain. (See attached approved Plans.) Under the existing PUD zoning, only the plans approved within the PUD can be built. The property owner has found that the approved PUD plans are not feasible to develop. Therefore, the applicant is proposing the following to accommodate their development proposal: Preliminary Rezoning from PUD, Planned Unit Development to PCD-3, Planned Commercial District. (PCD-3 was the original zoning of this site) Preliminary Site Plan. Subdivision. Variances: a. Transparency from 75 to 39 percent facing Valley View Road. b. First floor building height from 20 to 14 feet for the restaurant and 16 feet for the medical office. c. Building height variance from 48 to 52 feet for the medical office. March 13, 2024 Planning Commission Cary Teague, Community Development Director Preliminary Rezoning & Site Plan, Variances and Subdivision – 6600-6800 France Avenue Information / Background: STAFF REPORT Page 2 The applicant has gone through the sketch plan process and has revised the plans in an attempt to respond to neighborhood concerns, the Architecture Field Office (AFO) review comments, and feedback received from the Planning Commission and City Council. (See attached responses.) 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. SUPPORTING INFORMATION Surrounding Land Uses Northerly: Point of France condos; zoned PRD-4, Planned Residential District, and guided HDR, High Density Residential. Easterly: Southdale; zoned PCD-3, Planned Commercial District and guided CAC, Community Activity Center. Southerly: Two banks and an office; PCD-3 & POD, Planned Office District and guided Office/Residential. Westerly: Single family homes; zoned R-1, Single Dwelling Unit District and guided Low Density Residential. Existing Site Features The subject property is 22.48 acres in size, is relatively flat and contains office buildings, a restaurant, and a bank. Planning Guide Plan designation: Office/Residential (20-75 residential units per acre); Zoning: PUD, Planned Unit Development District Parking The required parking for the site is based on the entire site, including the existing buildings. The site would contain 475,333 square feet of office and medical office space, requiring 1,558 spaces. In addition, the 8,000 square foot restaurant would require 100 spaces. Therefore, 1,658 spaces are required. The site plan demonstrates 1,769 parking spaces with the proof-of- parking plan, therefore would be code compliant. Stantec Consulting conducted a parking study and concluded that there is adequate parking. Based on ITE, Institute of Transportation Engineers, the peak weekday parking demand (11 am to 2 pm) for the entire development is 1,122 spaces, the 1,769 spaces would be more than enough. (See attached parking study done by Stantec Consulting.) With the construction of the 2-level parking deck, there would be 1,555 parking stalls on the site. STAFF REPORT Page 3 Site Circulation/Traffic The middle vehicular access off France Avenue, by the Tavern on France would be eliminated with the construction of the new office building. The northern and southern France Avenue access points would remain but be slightly reconfigured. There would be five access points to Valley View Road, all staying the same as they exist today. A new interior drive-aisle would be created along France Avenue in front of the proposed new buildings. Vehicles would then be able to drive from the north side of the site to the south side without having to leave the site. The pedestrian and bike experience on the site would be improved. 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 be supported by the project. Under the 2026 Build condition during the weekday p.m. peak hour, the eastbound vehicle queue length at the France Avenue/Driveway 8/Southdale Center Entrance is expected to extend beyond the internal north/south parking aisle located east of the proposed restaurant building. In order to create additional queuing space at France Avenue, Stantec recommends the following improvements at this intersection: Provide a second eastbound left turn lane on the access at the traffic signal. Relocate the north/south parking aisle access west to align with the next parking aisle on the south side. Extend all eastbound lanes to the new north/south parking aisle access location. Landscaping Based on the perimeter of the site, 108 overstory trees would be required. That includes existing landscaping and trees on the site. Overall existing and proposed trees on the site at full development would be 300+. (See the attached landscape plan.) A full complement of understory shrubs and bushes are proposed. The applicant would remove 125 overstory trees from the site, including some of the mature Oak trees along Valley View Road. However, the proposed plans would replace them with 151 overstory trees. The proposed plans do save more of the Oaks along Valley View Road than the original sketch plan. 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. (See attached memo dated March 7, 2024.) A developer’s agreement/site improvement plan agreement would be required for the construction of the proposed sidewalks and utilities. Any approval of this project would be subject to review and approval of the Nine Mile Creek Watershed District, as they are the City’s review authority over the grading of the site. Building/Building Material The building materials would be a combination primarily brick and glass, with metal panel accents, and is code compliant. (See attached renderings.) The proposed plans meet the 75% transparency requirement except for the Valley View Road facing portion of the project, which STAFF REPORT Page 4 would be 39%. A variance is requested. Variances are also requested for the first-floor building height from 20 to 14 feet for the restaurant and 16 feet for the medical office. The following are the City Code Section 36-618 requirements regarding the building material: a. All new front building façades in the district that face the public realm must have seventy five percent (75%) transparency (ability to see inside the building) at the ground level. b. All facades on the first vertical 60 feet of a building (above grade) shall use natural materials (brick, stone) facing the public realm (streets, parks, sidewalks). c. No building façade shall be longer than 200 feet without changing direction by a minimum of 90 degrees. d. First floors must have a minimum ceiling height of 20 feet. Mechanical Equipment Any rooftop and/or ground level equipment would have to be screened if visible from adjacent property lines. Final Plans must include location of mechanical equipment and the means of screening. No ground level mechanical equipment shall be located within the front yard of the development. Living Streets/Multi-Modal Consideration Sec. 36-1274. - Sidewalks, trails and bicycle facilities. (a) In order to promote and provide safe and effective sidewalks and trails in the city and encourage the use of bicycles for recreation and transportation, the following improvements are required, as a condition of approval, on developments requiring the approval of a final development plan or the issuance of a conditional use permit pursuant to article V of this chapter: (1) It is the policy of the city to require the construction of sidewalks and trails wherever feasible so as to encourage pedestrian and bicycle connectivity throughout the city. Therefore, developments shall provide sidewalks and trails which adjoin the applicant's property: a. In locations shown on the city's sidewalk and trail plan; and b. In other locations where the council finds that the provision of such sidewalks and trails enhance public access to mass transit facilities or connections to other existing or planned sidewalks, trails or public facilities. (2) Developments shall provide sidewalks between building entrances and sidewalks or trails which exist or which will be constructed pursuant to this section. (3) Developments shall provide direct sidewalk and trail connections with adjoining properties where appropriate. (4) Developments must provide direct sidewalk and trail connections to transit stations or transit stops adjoining the property. (5) Design standards for sidewalks and trails shall be prescribed by the engineer. (6) Nonresidential developments having an off-street automobile parking requirement of 20 or more spaces must provide off-street bicycle parking spaces where bicycles may be parked and secured from theft by their owners. The minimum STAFF REPORT Page 5 number of bicycle parking spaces required shall be five percent of the automobile parking space requirement. The design and placement of bicycle parking spaces and bicycle racks used to secure bicycles shall be subject to the approval of the city engineer. Whenever possible, bicycle parking spaces shall be located within 50 feet of a public entrance to a principal building. (b) The expense of the improvements set forth in subsection (a) of this section shall be borne by the applicant. The applicant would be enhancing the sidewalk experience along France Avenue in front of the Restaurant and New Medical office be moving the sidewalk back and adding green space and landscaping. There would be a new east west connection through the site, however, it does include a stairway. (See attached.) A boulevard style sidewalk would be provided along Valley View Road. The pedestrian experience would be improved from existing conditions. 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 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 site users. Offering a pre-paid Metro Transit Go-To Card to all new employees. The City’s transportation planner has reviewed the proposed project and provided a memo to address issues. (See attached engineering memo dated March 7, 2024.) Approval of this project would be conditioned upon meeting the recommendations within the memo. Greater Southdale District Design Experience Guidelines - City Goals The applicant has responded to comments/recommendations made by Mic Johnson, AFO at the sketch plan regarding the Greater Southdale District Design Experience Guidelines. (See attached sketch plan memo from AFO and the responses from the applicant.) The proposed plans do not address some of the fundamental guidelines including pulling buildings up to the street and hiding surface parking lots and providing underground parking. The proposed plans are more designed to meet the base zoning regulations of the PCD-3, Planned Commercial Zoning District, which this site was originally zoned. Most of the site contains office uses, which is a permitted use in the PCD-3 District. The site was rezoned to POD, Planned Office District back in the 1980’s when the City revised the Zoning Ordinance. The street room typology 1A (Transition to the Cornelia Neighborhood) calls for a 15-foot setback to Valley View with buildings 36 feet tall. The proposed parking ramp would be 41 feet tall and setback 50 feet. A boulevard style sidewalk should be provided along Valley View Road. (See the recommended street room typology 1A attached on page 20-21 in the Design Experience Guidelines.) STAFF REPORT Page 6 The street room typology 5 (The Boulevards) calls for a 50-foot building setback and building height of 60-105 feet. The proposed plan proposes a 50-foot parking and drive-aisle setback, 100–110-foot building setback and a 51-foot-tall building. Site Zoning History This site was originally zoned PCD-3, Planned Commercial District. It developed in the 1960’s and 1970’s primarily with office uses and a free-standing restaurant (Marc’s Big Boy Restaurant, now Tavern on France and the existing office buildings). Both office and restaurant uses are allowed in the PCD-3 Zoning District. In 1984, the site was rezoned to POD, Planned Office District as part of a re-codification of the Edina City Code. The restaurant at that time became a nonconforming use, as free-standing restaurants are not a permitted use in the POD, Planned Office District. (See attached minutes/history.) In 2017, the site was rezoned to PUD, Planned Unit Development for a mixed-use redevelopment project on the site. That redevelopment project was never built. The applicant/property owner is now requesting a rezoning back to the original PCD-3 zoning for the site. Medical office and restaurants are permitted uses in the PCD-3 District. Offices are conditionally permitted uses, therefore, they would become lawful existing nonconforming uses without a conditional use permit. Comprehensive Plan This site is guided OR, Office Residential. (See attached Comprehensive Plan Land Use Map) Below is the land use categories and description. The proposed and existing uses are consistent with the Comprehensive Plan. The primary use on the site is office with the secondary uses the existing bank and proposed restaurant. The PCD-3 does allow all of these uses. Categories Description, Land Uses Development Character and Guidelines Density and Intensity Guidance OR Office Residential Transitional areas along major thoroughfares or between higher-intensity districts and residential districts. Many existing highway-oriented commercial areas are anticipated to transition to this more mixed -use character. Primary uses are offices, attached or multifamily housing. Secondary uses: Limited retail and service uses (not including “big box" retail), limited industrial (fully enclosed), institutional uses, parks and open space. Vertical mixed-use should be encouraged and may be required on larger sites. Upgrade existing streetscape and building appearance, improve pedestrian and transit environment. Encourage structured parking and open space linkages where feasible; emphasize the enhancement of the pedestrian environment. 20 – 75 residential dwelling units/acre 50%/50% estimated residential/commercial mixed-use Subdivision The applicant is proposing to divide the parcel into four lots so that each building is located on its own lot. Currently all the buildings are located on one lot. There is no minimum lot size in the PCD-3 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. STAFF REPORT Page 7 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). For this project, that would be a total of an additional 24,418 square feet. The applicant would be tearing down 90,582 square feet of commercial space and building 115,000 square feet; an addition of 24,418 square feet, therefore, a park dedication of $3,979 would be required. Staff has reviewed this individual project and believes this project will generate similar types and quantities of new demand as assumed in the City’s study. Staff does not believe there needs to be any adjustment made to the amount of park dedication fees. Rezoning The commission may recommend approval by the council based upon, but not limited to, the following factors: (1) Is consistent with the comprehensive plan; (2) Will not be detrimental to properties surrounding the tract; (3) Will not result in an overly intensive land use; (4) Will not result in undue traffic congestion or traffic hazards; (5) Conforms to the provisions of this section and other applicable provisions of this Code; and (6) Provides a proper relationship between the proposed improvements, existing structures, open space and natural features. Based on the information on pages 3-7 and 8-12, staff believes these factors have been met. STAFF REPORT Page 8 Compliance Table City Standard (PCD-3) Existing PUD Proposed New Stucture Setbacks Front – France Ave Front – Valley View Front - 66th Street Surface Parking Setbacks Front – France Ave Front – Valley View Front - 66th Street 50 feet (measured from curb) 50 feet (measured from curb) 30 feet (measured from curb) 20 feet (measured from curb) 20 feet (measured from curb) 20 feet (measured from curb) 45 feet (measured from curb) 100 feet (measured from curb) 50 feet (measured from curb) 10 feet (measured from curb) 10 feet (measured from curb) 10 feet (measured from curb) 50 feet 50 feet NA 20 feet 20 feet 20 feet Building Height 4 Stories or 48 feet whichever is less 8 stories and 96 feet (No building shall be taller than the existing building at 6800 France) 3 stories & 52 feet (medical building) * 1 story and 14 feet (restaurant) First Floor ceiling height Transparency facing the public realm 20 feet 75% 20 feet 75% 14 & 16 feet* 39% - Valley View* 75% - France Maximum Floor Area Ratio (FAR) .75 of the lot (non-residential land use) Lot size = 22.48 acres or 979,228 s.f. 734,421 s.f. MAX 1.0 of the Lots Lot size is 22.48 acres or 979,228 s.f. MAX 475,333 s.f. (.49 FAR) Parking Stalls – Entire Site Office & Medical Office = 1/300 s.f. - 475,333 (1,558 spaces) Restaurant = 1/100 s.f. + 20 employees (100 spaces) 1,658 total required 488 surface spaces 1,399 underground spaces 1,887 Total 1,769 spaces (with proof of parking) *Variance Required PRIMARY ISSUES/STAFF RECOMMENDATION Primary Issues Is the proposal reasonable to justify the rezoning of the site from PUD, Planned Unit Development to PCD-3, Planned Commercial District 3? Yes. Staff supports the rezoning of the site, for the following reasons: 1. Re-establishes the original zoning of the site. The original zoning of the site was PCD-3, Planned Commercial District 3. Allowed uses with the PCD-3 District include, office, medical clinics, restaurants, and banks, all of which would be on the site. STAFF REPORT Page 9 2. The proposed rezoning is consistent with the PCD-3 zoning to the east (Southdale) and to the south 3. The proposed rezoning would be consistent with the Comprehensive Plan. Uses existing and proposed are all uses outlined in the OR, Office Residential land use category in the Comprehensive Plan. 4. The existing PUD zoning would not allow any development, except for the approved PUD Plan. The site has been zoned PUD since 2017, and since that time no development that was planned in the overall development plan has been built. The allowed floor area ratio (FAR) would be reduced from 1.0 to .75 with the rezoning to PCD-3. 5. With the exception of the variances requested for building transparency, first floor ceiling height and building height, the proposal is compliant with City’s Zoning Ordinance. Are the Variances for first floor height and transparency 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: STAFF REPORT Page 10 1. The variances would be in harmony with the general purposes and intent of the ordinance. The intent of these regulations was to provide active building frontage facing public space 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 75% Transparency 7300 Metro Dental Sketch Plan 13 feet 60-75% Edina Fire Station 11 feet 45% Eden 100 Apartment (not built) 13 feet 75% Commercial 40% Residential First National Bank 13 feet 60% 7200-7250 France (not built) 16 feet 75% Aeon 76th 10 feet 30% Maison Green 12 feet 50% The Planning Commission is currently working on an Ordinance Amendment to revise or eliminate these two requirements. 2. The variance would be consistent with the Comprehensive Plan. The Comprehensive Plan guides the property for office/residential uses. Below is the land use categories and description. The proposed and existing uses are consistent with the Comprehensive Plan. The primary use on the site is office with the secondary uses the existing bank and proposed restaurant. 3. There are practical difficulties in complying with the ordinance. The term “practical difficulties” means the following: i. The property owner proposes to use the property in a reasonable manner not permitted by the Zoning Ordinance. STAFF REPORT Page 11 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 heights and building transparency. The view of the proposed building would not be very visible from Valley View Road, due to the 100+ foot setback and the existing and proposed landscaping. The first-floor building height is reasonable given the medical office use and restaurant and would not impact reuse of the building for different users in the future. Additionally, the City is considering an amendment to these regulations to reduce/eliminate them. 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 on the site. As mentioned above, an ordinance amendment to reduce or eliminate these regulations 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 these regulations, as the ordinance is only a few years old. There are no building on this site with 20-foot first floor ceiling height and are not 75% transparent when facing the street. Is the Variance for building height justified? Yes, staff believes the requested variance is justified. Minnesota Statutes and Section 36-98 of the Edina Zoning Ordinance require that a variance shall not be granted unless the following findings are made: 1. The variance would be in harmony with the general purposes and intent of the ordinance. The intent of the height regulations is to have relatively uniform building heights in different districts. The site contains buildings that are 7 stories and 6 stories. The existing PUD height maximum for the site is 8 stories and 96 feet. The proposed 3 story and 51-foot-tall building would be in harmony with other buildings on the site and not impact the adjacent single- family residential neighborhood to the west. 2. The variance would be consistent with the Comprehensive Plan. STAFF REPORT Page 12 The uses proposed on the site are not in conflict with the Comprehensive Plan. The comprehensive plan does not regulate building height. 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. The variance is reasonable given the existing two office buildings on this site are nearly double the height of the proposed medical building. As mentioned above, the intent of the height regulations is to have relatively uniform building heights in different districts. The site contains buildings that are 6 and 7 stories tall. The existing PUD height maximum for the site is 8 stories and 96 feet. The proposed 3 story and 51-foot-tall building would be in harmony with other buildings on the site and not impact the adjacent single-family residential neighborhood to the west. ii. The plight of the landowner is due to circumstances unique to the property not created by the landowner. The existing buildings that exceed the height limits of the building height overlay district were not built by the current property owner. iii. The variance, if granted, will not alter the essential character of the locality. The variance would not alter the essential character of the locality. The proposed medical building would be shorter than the existing office buildings on the site located to the north and south of the new buildings. These three buildings would be connected. Options for Consideration & Recommendation As noted in the above review, staff is recommending approval of the request. However, a case can be made for both approval and denial. Below provide options for the planning commission and city council to consider: Approval Recommend the City Council approve the request for Preliminary Rezoning from PUD, Planned Unit Development to PCD-3, Planned Commercial District, Preliminary Site Plan, Preliminary Plat, and the first-floor ceiling height variances from 20 to 16 and 14 feet, STAFF REPORT Page 13 building height from 48 to 52 feet for the medical office and building transparency from 75 to 39 percent facing Valley View Road. Approval is based on the following findings: 1. The proposal re-establishes the original zoning of the site. The original zoning of the site was PCD-3, Planned Commercial District 3. Allowed uses with the PCD-3 District include, office, medical clinics, restaurants, and banks, all of which would be located on the site. 2. The proposed rezoning would be consistent with the Comprehensive Plan. Uses existing and proposed are all uses outlined in the OR, Office Residential land use category in the Comprehensive Plan. 3. The site has been zoned PUD since 2017, and since that time no development that was built in the PUD overall development plan has occurred. 4. With the exception of the variances requested for building transparency, first floor ceiling height and building height, the proposal is compliant with City’s Zoning Ordinance. 5. The proposed project would meet the following goals and policies of the Comprehensive Plan: a. A Pedestrian-Friendly Environment. Improving the auto-oriented design pattern present in much of the city will call for guidelines that change the relationship between parking, pedestrian movement and building placement. i. Provide visual screening and privacy to buffer cars from people, provide visual relief and allow stormwater infiltration in parking lots. ii. Landscaping is essential to screen parking areas, buffer adjacent residential uses and create a pedestrian-friendly environment along streets. iii. Encourage the development of parking lots or structures so they can be shared by more than one building on the site or by buildings on neighboring sites, and which can transition over time to other uses if parking needs change. b. Encourage successful mixed-use development. c. Ensure that public realm design respects community character, supports commercial and mixed-use development, promotes community identity, and creates high quality experiences for pedestrians, cyclists, transit users, and motorists. 6. The existing roadways and parking would support the project. Stantec Consulting conducted a traffic and parking impact study and concluded that the proposed development could be supported by the existing roads and proposed parking. 7. The proposal would be an upgrade to current conditions on the site. 8. The proposed variances meet the variance criteria. The proposed building height would be less than the existing two office buildings on the site. The building transparency and first floor building height is reasonable as they would be more energy efficient, not STAFF REPORT Page 14 contrary to the City’s sustainable building policy. The City has granted similar variance requests and flexibility through PUD rezoning from these standards. Approval is subject to the following Conditions: 1. The Final Development Plans must be generally consistent with the Preliminary Development Plans dated February 9, 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 shall 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. A Developer’s Agreement/Site Improvement Plan Agreement is required at the time of Final Approval. 8. County approval, if necessary, on access to France Avenue. 9. Compliance with all of the conditions outlined in the director of engineering’s memo dated March 7, 2024. 10. Park dedication for the addition of 24,418 square feet of office space requires a dedication of $3,979 due prior to issuance of a building permit for the medical builidng. 11. Submittal of a construction management plan subject to review and approval of city staff prior to issuance of a building permit. The plan must demonstrate minimal impact to pedestrian and vehicle movement. 12. Hours of construction must be consistent with City Code. 13. A Travel Demand Management (TDM) plan is required for this project. TDM strategies for this site shall 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 site users. STAFF REPORT Page 15 Offering a pre-paid Metro Transit Go-To Card to all new employees. 14. Should there be a consistent shortage of parking on the site, as determined by the City of Edina, the proof of parking plan must be implemented. 15. Shared parking and access easements shall be established over the four parcels. Denial Recommend the City Council deny the request for Preliminary Rezoning from PUD, Planned Unit Development to PCD-3, Planned Commercial District, Preliminary Site Plan, Preliminary Plat, and the first-floor ceiling height variances from 20 to 16 and 14 feet, building height from 48 to 52 feet for the medical office and building transparency from 75 to 39 percent facing Valley View Road. Denial is based on the following findings: 1. Rezoning to PCD-3 could result in the primary uses being commercial on the site over time, which is not consistent with the Comprehensive Plan Designation of primarily office or residential use on the site. 2. Does not adequately address the Greater Southdale District Design Experience Guidelines. 3. The proposal does not meet the Variance criteria outlined in City Code. 4. When comparing the existing PUD zoning on the site to the proposed development, the pedestrian and vehicle connectivity and experience has been diminished. 5. Items suggested in the 2040 Comprehensive Plan are not incorporated into the plan: “Vertical mixed-use should be encouraged and may be required on larger sites.” The site is 21 acres in size but does not provide any vertical mixed use. “Edge” or transitional uses. Moderately sized liner buildings should be encouraged to soften the edge of large-scale superblock development. Medium- density housing types such as townhouses combined with structured parking may also be an appropriate transitional use. STAFF REPORT Page 16 Staff Recommendation Staff recommends approval of the requests subject to the findings listed above. Deadline for a city decision: June 4, 2024 Site Site Site File #193806738 February 27, 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 6700, 6740, and 6750 France Avenue in Edina, MN February 2023 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 ............................................................. 3-4 FIGURE 4 WEEKDAY AM PEAK HOUR VOLUMES .......................................... 4-3 FIGURE 5 WEEKDAY PM PEAK HOUR VOLUMES............................................ 4-4 I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. __________________________________ DATE: February 27, 2024 Edward F. Terhaar License No. 24441 February 2023 1-1 DRAFT 1.0 Executive Summary The purpose of this Traffic and Parking Study is to evaluate the traffic impacts of the proposed redevelopment located at 6700, 6740, and 6750 France Avenue in Edina, MN. The project involves replacing the existing office and restaurant buildings with a medical office building, restaurant, parking structure, and other site improvements. The project site is located on the west side of France Avenue between 66th Street and 69th Street. This study examined weekday a.m. and p.m. peak hour traffic impacts of the proposed redevelopment at the following intersections: • Valley View Rd/66th Street • Valley View Rd/Driveway 1 • Valley View Rd/Driveway 2 • Valley View Rd/68th Street • Valley View Rd/Driveway 3 • Valley View Rd/Driveway 4 • Valley View Rd/69th Street/Driveway 5 • France Ave/66th Street • France Ave/Driveway 6/Southdale Center Exit • France Ave/Driveway 7 • France Ave/Driveway 8/Southdale Center Entrance • France Ave/69th Street • France Ave/70th Street The proposed project will involve removal of the existing buildings and constructing a 107,000 square foot medical office building, 8,000 square foot restaurant, and 442 stall parking structure. The entire project is expected to be completed by 2026. As shown in the site plan, the only change to the existing access points for the property is the removal of the right out access near 6740 France Avenue. All other access points remain the same as existing. The conclusions drawn from the information and analyses presented in this report are as follows: • The proposed development is expected to add 203 trips during the weekday a.m. peak hour, 302 trips during the weekday p.m. peak hour, and 2,968 weekday daily trips to the surrounding roadway network. • The traffic generated by the proposed development has minimal impact on the intersection operations at the study intersections. Traffic generated by the proposed project does not change the level of service of any movement or intersection to an unacceptable level during any of the time periods analyzed. • Under the 2026 Build condition during the weekday p.m. peak hour, the eastbound vehicle queue length at the France Avenue/Driveway 8/Southdale Center Entrance is expected to extend beyond the internal north/south parking aisle located east of the proposed restaurant building. In order to create additional queuing space at France Avenue, we recommend the following improvements at this intersection: February 2023 1-2 DRAFT o Provide a second eastbound left turn lane on the access at the traffic signal. o Relocate the north/south parking aisle access west to align with the next parking aisle on the south side. o Extend all eastbound lanes to the new north/south parking aisle access location. • The proposed project is designed to provide both pedestrian and bicycle connections to the surrounding infrastructure. The proposed project includes a new sidewalk connection on the south side of 66th Street between France Avenue and Valley View Road. The site plan also shows bicycle parking will be provided on-site. • The proposed total number of 1,769 parking spaces can accommodate the expected peak parking demand based on Institute of Transportation Engineers (ITE) data for full development of the site. • Edina City code requires 1 space per 300 square feet for the office, bank, and medical office building uses. For the restaurant use, the requirement is 1 space per 100 square feet plus 1 space per employee on the major shift, which is estimated at 20 employees at this location. This equates to 1,658 total spaces for the full development. • 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 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 site users. o Offering a pre-paid Metro Transit Go-To Card to all new employees. February 2023 2-1 DRAFT 2.0 Purpose and Background The purpose of this Traffic and Parking Study is to evaluate the traffic impacts of the proposed redevelopment located at 6700, 6740, and 6750 France Avenue in Edina, MN. The project involves replacing the existing office and restaurant buildings with a medical office building, restaurant, parking structure, and other site improvements. The project site is located on the west side of France Avenue between 66th Street and 69th Street. The project location is shown in Figure 1. This study examined weekday a.m. and p.m. peak hour traffic impacts of the proposed redevelopment at the following intersections: • Valley View Rd/66th Street • Valley View Rd/Driveway 1 • Valley View Rd/Driveway 2 • Valley View Rd/68th Street • Valley View Rd/Driveway 3 • Valley View Rd/Driveway 4 • Valley View Rd/69th Street/Driveway 5 • France Ave/66th Street • France Ave/Driveway 6/Southdale Center Exit • France Ave/Driveway 7 • France Ave/Driveway 8/Southdale Center Entrance • France Ave/69th Street • France Ave/70th Street Proposed Development Characteristics The proposed project will involve removal of the existing buildings and constructing a 107,000 square foot medical office building, 8,000 square foot restaurant, and 442 stall parking structure. The entire project is expected to be completed by 2026. The current site plan is shown in Figure 2. As shown in the site plan, the only change to the existing access points for the property is the removal of the right out access near 6740 France Avenue. All other access points remain the same as existing. February 2023 2-2 DRAFT February 2023 2-3 DRAFT February 2023 3-1 DRAFT 3.0 Existing Conditions The proposed site is currently occupied by two office buildings, a restaurant, and surface parking. The site is bounded by France Avenue to the east, 69th Street to the south, 66th Street to the north, and Valley View Road to the west. Near the site location, France Avenue is a six-lane divided roadway with turn lanes at major intersections. 66th Street, Valley View Road, and 69th Street are a four-lane roadways. Existing conditions at intersections near the proposed project location are shown in Figure 3. Valley View Rd/66th Street This intersection has four approaches and is controlled with a traffic signal. The westbound, northbound, and southbound approaches provide one left turn lane, two through lanes, and one right turn lane. The eastbound approach provides one left turn lane, one through lane, and one through/right turn lane. Valley View Rd/Driveway 1 This intersection has three approaches and is controlled with a stop sign on the westbound approach. The northbound approach provides one through lane and one through/right turn lane. The southbound approach provides one left turn lane and two through lanes. The westbound approach provides one left turn/right turn lane. Valley View Rd/Driveway 2 This intersection has three approaches and is controlled with a stop sign on the westbound approach. The northbound approach provides one through lane and one through/right turn lane. The southbound approach provides two through lanes. The westbound approach provides one right turn lane. Valley View Rd/68th Street This intersection has three approaches and is controlled with a stop sign on the eastbound approach. The northbound approach provides one left turn lane and two through lanes. The southbound approach provides one through lane and one through/right turn lane. The eastbound approach provides one left turn/right turn lane. Valley View Rd/Driveway 3 This intersection has three approaches and is controlled with a stop sign on the westbound approach. The northbound approach provides one through lane and one through/right turn lane. The southbound approach provides two through lanes. The westbound approach provides one right turn lane. February 2023 3-2 DRAFT Valley View Rd/Driveway 4 This intersection has three approaches and is controlled with a stop sign on the westbound approach. The northbound approach provides one through lane and one through/right turn lane. The southbound approach provides one left turn lane and two through lanes. The westbound approach provides one left turn/right turn lane. Valley View Rd/69th Street/Driveway 5 This intersection has four approaches and is controlled with a stop signs on the northbound and southbound approaches. The northbound approach provides one left turn lane and one through/right turn lane. The southbound approach provides one left turn/through/right turn lane. The eastbound approach provides one left turn lane, two through lanes, and one right turn lane. The westbound approach provides one left turn lane, one through lane, and one through/right turn lane. France Avenue/66th Street This intersection has four approaches and is controlled with a traffic signal. The eastbound approach provides one left turn lane, two through lanes, and one right turn lane. The westbound approach provides two left turn lanes, two through lanes, and one right turn lane. The northbound approach provides one left turn lane, two through lanes, and one right turn lane. The southbound approach provides one left turn lane, two through lanes, and one through/right turn lane. France Ave/Driveway 6/Southdale Center Exit This intersection has four approaches and is controlled with a traffic signal. The westbound approach provides one left turn/through lane and one right turn lane. The eastbound approach proves one left turn and one through/right turn lane. The southbound approach provides two through lanes and one through/right turn lane. The northbound approach provides one left turn lane and three through lanes. France Ave/Driveway 8/Southdale Center Entrance This intersection has four legs and is controlled with a traffic signal. The eastbound approach proves one left turn and one through/right turn lane. The southbound approach provides two left turn lanes, two through lanes and one through/right turn lane. The northbound approach provides one left turn lane, three through lanes, and one right turn lane. France Ave/69th Street This intersection has four approaches and is controlled with a traffic signal. The eastbound approach provides one left turn lane, two through lanes, and one right turn lane. The westbound approach provides one left turn lane, one through lane, and one through/right turn lane. The northbound approach provides one left turn lane, three through lanes, and one right turn lane. The southbound approach provides one left turn lane, two through lanes, and one through/right turn lane. February 2023 3-3 DRAFT France Ave/70th Street This intersection has four approaches and is controlled with a traffic signal. The eastbound and westbound approaches provide one left turn lane, one through lane, and one right turn lane. The northbound and southbound approaches provides one left turn lane, two through lanes, and one through/right turn lane. Traffic Volumes Turn movement data for the intersections was collected during the weekday a.m. (7:00 - 9:00 a.m.) and p.m. (4:00 - 6:00 p.m.) peak periods in December 2023. February 2023 3-4 DRAFT February 2023 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 2026. Specifically, weekday a.m. and p.m. peak hour traffic forecasts were completed for the following scenarios: • 2023 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. • 2026 No-Build. Existing volumes at the subject intersections were increased by 0.5 percent per year to determine 2026 No-Build volumes. The 0.5 percent per year growth rate was calculated based on both recent growth experienced near the site and projected growth in the area. In addition, trips generated by future development at the US Bank site at France Avenue and 70th Street were included in the 2026 No-Build volumes. • 2026 Build. Trips generated by the proposed development were added to the 2026 No-Build volumes to determine 2026 Build volumes. Trip Generation for Proposed Development 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 Land Use Size Weekday AM Peak Hour Weekday PM Peak Hour Weekday Daily In Out Total In Out Total Total Proposed Uses Medical Office Building 107,000 SF 262 70 332 126 295 421 3852 Restaurant 8,000 SF 5 1 6 42 20 62 671 Subtotal 267 71 338 168 315 483 4523 Existing Uses Removed Office (6700 France) 43,300 SF (58) (8) (66) (11) (51) (62) (469) Office (6750 France) 42,000 SF (56) (8) (64) (10) (50) (60) (455) Restaurant (6740 France) 7,525 SF (4) (1) (5) (39) (20) (59) (631) Subtotal (118) (17) (135) (60) (121) (181) (1555) Total Trips Added 149 54 203 108 194 302 2968 Note: SF=square feet February 2023 4-2 DRAFT Trip Generation for US Bank Site The expected new trips for future development at the US Bank site at France Avenue and 70th Street were calculated based on data presented in Trip Generation, Eleventh Edition, published by the Institute of Transportation Engineers. These calculations represent total trips that will be generated by the proposed development. The resultant trip generation estimates are shown in Table 4-2. Table 4-2 Weekday Trip Generation for US Bank Development Land Use Size Weekday AM Peak Hour 8:30 to 9:30 a.m. Weekday PM Peak Hour 3:30 to 4:30 p.m. Weekday Daily In Out Total In Out Total Total Apartments 267 DU 23 76 99 64 40 104 1212 Office 189,430 SF 253 35 288 46 227 273 2053 Coffee Shop 1,500 SF 66 63 129 29 29 58 800 Totals 342 174 516 139 296 435 4065 Notes: SF=square feet, DU=dwelling units 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: • 25 percent to/from the north on France Avenue • 5 percent to/from the west on 66th Street • 10 percent to/from the north on Valley View Road • 10 percent to/from the east on 66th Street • 5 percent to/from the east on Southdale entrance and exit • 10 percent to/from the east on 69th Street • 10 percent to/from the south on Valley View Road • 25 percent to/from the south on France Avenue Traffic Volumes Development trips were assigned to the surrounding roadway network using the preceding trip distribution percentages. Traffic volumes were established for all the forecasting scenarios described earlier during the weekday a.m. and p.m. peak hours. The resultant traffic volumes are presented in Figures 4 and 5. February 2023 4-3 DRAFT February 2023 4-4 DRAFT February 2023 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 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. February 2023 5-2 DRAFT The LOS results for the study intersections are presented below. 2023 Existing Weekday A.M. and P.M. Peak Hour LOS Results Intersection Traffic Control AM Peak Hour LOS PM Peak Hour LOS Valley View Rd/66th Street Signal B/D C/D Valley View Rd/Driveway 1 WB stop A/B A/B Valley View Rd/Driveway 2 WB stop A/A A/A Valley View Rd/68th Street EB stop A/B A/B Valley View Rd/Driveway 3 WB stop A/A A/A Valley View Rd/Driveway 4 WB stop A/B A/A Valley View Rd/69th St/Driveway 5 NB/SB Stop A/B A/C France Ave/66th Street Signal C/D C/E France Ave/Southdale Center Exit Signal A/D A/E France Ave/Southdale Center Ent Signal A/D A/E France Ave/69th Street Signal C/D C/E France Ave/70th Street Signal B/D C/E Note: Level of service results presented with overall intersection LOS followed by worst movement LOS. During the a.m. peak hour, all intersections operate at LOS C or better and all movements operate at LOS D or better. During the p.m. peak hour, all intersections operate at LOS C or better and all movements operate at LOS E or better. 2026 No-Build Weekday A.M. and P.M. Peak Hour LOS Results Intersection Traffic Control AM Peak Hour LOS PM Peak Hour LOS Valley View Rd/66th Street Signal C/D C/D Valley View Rd/Driveway 1 WB stop A/B A/B Valley View Rd/Driveway 2 WB stop A/A A/A Valley View Rd/68th Street EB stop A/B A/B Valley View Rd/Driveway 3 WB stop A/A A/A Valley View Rd/Driveway 4 WB stop A/B A/B Valley View Rd/69th St/Driveway 5 NB/SB Stop A/C A/C France Ave/66th Street Signal C/D C/E France Ave/Southdale Center Exit Signal A/D A/E France Ave/Southdale Center Ent Signal A/D A/E France Ave/69th Street Signal C/D C/E France Ave/70th Street Signal C/D D/E Note: Level of service results presented with overall intersection LOS followed by worst movement LOS. During the a.m. peak hour, all intersections operate at LOS C or better and all movements operate at LOS D or better. During the p.m. peak hour, all intersections operate at LOS D or better and all movements operate at LOS E or better. February 2023 5-3 DRAFT 2026 Build Weekday A.M. and P.M. Peak Hour LOS Results Intersection Traffic Control AM Peak Hour LOS PM Peak Hour LOS Valley View Rd/66th Street Signal C/D C/D Valley View Rd/Driveway 1 WB stop A/B A/B Valley View Rd/Driveway 2 WB stop A/A A/A Valley View Rd/68th Street EB stop A/C A/B Valley View Rd/Driveway 3 WB stop A/A A/A Valley View Rd/Driveway 4 WB stop A/B A/B Valley View Rd/69th St/Driveway 5 NB/SB Stop A/C A/C France Ave/66th Street Signal C/D D/E France Ave/Southdale Center Exit Signal A/D A/E France Ave/Southdale Center Ent Signal A/D B/E France Ave/69th Street Signal C/D C/E France Ave/70th Street Signal C/D D/E Note: Level of service results presented with overall intersection LOS followed by worst movement LOS. During the a.m. peak hour, all intersections operate at LOS C or better and all movements operate at LOS D or better. During the p.m. peak hour, all intersections operate at LOS D or better and all movements operate at LOS E or better. Overall Traffic Impacts The traffic generated by the proposed development has minimal impact on the intersection operations at the study intersections. Traffic generated by the proposed project does not change the level of service of any movement or intersection to an unacceptable level during any of the time periods analyzed. Queuing Impacts at France Ave/Driveway 8/Southdale Center Entrance Under the 2026 Build condition during the weekday p.m. peak hour, the eastbound vehicle queue length is expected to extend beyond the internal north/south parking aisle located east of the proposed restaurant building. During this time period, eastbound vehicle queues would block this access, making left turn exiting movements towards France Avenue difficult. In order to create additional queuing space at France Avenue, we recommend the following improvements at this intersection: • Provide a second eastbound left turn lane on the access at the traffic signal. • Relocate the north/south parking aisle access west to align with the next parking aisle on the south side. • Extend all eastbound lanes to the new north/south parking aisle access location. Bicycle and Pedestrian Facilities Under existing conditions, sidewalk is provided on both sides of France Avenue, on the north side of 66th Street, the west side of Valley View Road to 68th Street, both sides of Valley View Road south of 68th Street, and both sides of 69th Street. Striped crosswalks and pedestrian signal heads are provided at all signalized intersections on France Avenue and on Valley View Road. Two striped crosswalks are also provided on Valley View Road at unsignalized intersections. February 2023 5-4 DRAFT The proposed project is designed to provide both pedestrian and bicycle connections to the surrounding infrastructure. The proposed project includes a new sidewalk connection on the south side of 66th Street between France Avenue and Valley View Road. The site plan also shows bicycle parking will be provided on-site. Transit Facilities The subject site presently is served by the Metro Transit bus route 6. Bus stops exist on 66th Street east of France Avenue and at Southdale Center. 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 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 site users. • Offering a pre-paid Metro Transit Go-To Card to all new employees. The goal of the TDM plan is a 10-20 percent reduction in single occupant vehicle trips. The TDM plan strategies should be implemented at the time the project is complete and fully operational. The overall cost of the strategies is estimated at $3,000. February 2023 6-1 DRAFT 6.0 Parking Analysis The entire project will ultimately include 1,769 on-site parking spaces, including 442 in the proposed parking ramp. This is an increase of 175 spaces over existing conditions. Parking data from the Institute of Transportation Engineers (ITE) was used to determine the expected parking demand for the existing and proposed land uses. Data provided in the ITE publication Parking Generation, 6th Edition, indicates the various proposed uses peak at different times during the day. The ITE data was adjusted to account for the expected modal split for the site. Based on the ITE data, the peak weekday parking demand for the entire development is 1,122 spaces, which occurs between 11 am and 2 pm. The 1,769 spaces provided for the entire development will accommodate the expected peak parking demand. Edina City code requires 1 space per 300 square feet for the office, bank, and medical office building uses. For the restaurant use, the requirement is 1 space per 100 square feet plus 1 space per employee on the major shift, which is estimated at 20 employees at this location. This equates to 1,658 total spaces for the full development. February 2023 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 203 trips during the weekday a.m. peak hour, 302 trips during the weekday p.m. peak hour, and 2,968 weekday daily trips to the surrounding roadway network. • The traffic generated by the proposed development has minimal impact on the intersection operations at the study intersections. Traffic generated by the proposed project does not change the level of service of any movement or intersection to an unacceptable level during any of the time periods analyzed. • Under the 2026 Build condition during the weekday p.m. peak hour, the eastbound vehicle queue length at the France Avenue/Driveway 8/Southdale Center Entrance is expected to extend beyond the internal north/south parking aisle located east of the proposed restaurant building. In order to create additional queuing space at France Avenue, we recommend the following improvements at this intersection: o Provide a second eastbound left turn lane on the access at the traffic signal. o Relocate the north/south parking aisle access west to align with the next parking aisle on the south side. o Extend all eastbound lanes to the new north/south parking aisle access location. • The proposed project is designed to provide both pedestrian and bicycle connections to the surrounding infrastructure. The proposed project includes a new sidewalk connection on the south side of 66th Street between France Avenue and Valley View Road. The site plan also shows bicycle parking will be provided on-site. • The proposed total number of 1,769 parking spaces can accommodate the expected peak parking demand based on Institute of Transportation Engineers (ITE) data for full development of the site. • Edina City code requires 1 space per 300 square feet for the office, bank, and medical office building uses. For the restaurant use, the requirement is 1 space per 100 square feet plus 1 space per employee on the major shift, which is estimated at 20 employees at this location. This equates to 1,658 total spaces for the full development. • 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 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 site users. o Offering a pre-paid Metro Transit Go-To Card to all new employees. February 2023 8-1 DRAFT 8.0 Appendix • Level of Service Worksheets 2200 Zane Ave N | Minneapolis, MN 55422 www.archfieldoffice.com Cary: Per your request, we reviewed the most recent proposal for the redevelopment of the current Southdale Office Center at 6600-6800 France Avenue South based on our experience working with the Greater Southdale Work Group to craft a physical vision for the future district, translating their guiding principles to the built environment. The resulting vision for development in the Greater Southdale District is to create an enhanced human experience along existing major and new connector streets, with overall experience shaped via landscape setbacks, building step backs, a hierarchy of street typologies, transparency at street level, a minimized impact of the car, and managing storm water as an amenity. The outcome of our collaborations with the Work Group is described in the urban design chapter of the Greater Southdale District Plan and resulted in the Greater Southdale District Design Experience Guidelines. As we’ve previously noted, the site of the proposed development is a pivotal, large-scale parcel within the Greater Southdale District. It serves multiple roles: gateway to the District, transition to the Cornelia neighborhood, northern terminus of the proposed West Promenade, and the northern edge of the new street room along France Avenue. At nearly 22 acres, it offers great potential to exemplify and positively contribute to the broader community goal of a walkable, resilient, human- centric district. The Greater Southdale District Plan and Design Experience Guidelines address fundamental ideas about how building scale and location, block size, and street width come together to shape public realm and overall human experience. Through the development of the guidelines, we applied measurements to each of these components that are essential to shaping the future form and character of the district. We understand there are many ways this can be accomplished. To City of Edina Cary Teague, Community Development Director 4801 W. 50th Street Edina, MN 55424 From Mic Johnson, FAIA Date September 21, 2023 2 However, the proposal for the site at 6600-6800 France that is being offered to the City, in its reduced plan, is counter to those Guidelines in many important categories: the location of buildings and their relationship to the street, the visibility of infrastructure and amount of the site dedicated to car storage; the lack of attention paid to transition zones; the scale/massing of buildings that exceed 200 feet in length; and proposed connections and public realm improvements. When taken together, their broader impact on the individual and community experience is not in alignment with the Greater Southdale District vision of a public realm experience that catalyzes an active community-based approach to both development and daily life. While developed prior to the finalization of the Design Experience Guidelines, the 2017 PUD Plan meets the spirit of the guidelines in its approach to both development and daily life, with a plan that is focused on enhancing the human experience, not on parking cars. It respects the existing wooded area on the west side of the site – maintaining part of the history and open space of the site, and providing a living screen to the neighborhood. Housing has always been in the forefront of the Design Experience Guidelines, whether in support of single family houses or the growing multifamily housing in the district. Part of the purpose of adding more housing and increasing the number of families living in the District is to increase the number of jobs that could support this increase in population. The goal is to improve walkability, reduce the use of the cars and thereby limit the vast number of parking lots that currently plague the district, replacing them in part with parks and open space to enrich the experience of residents and visitors. The 2017 PUD did just that. However, both options presented in the current proposal do very little but prioritize the experience of those arriving by car, rather than presenting a compelling vision for the future, or presenting a strategy to reduce cars through a multifaceted PUD plan balanced with housing—which it seems this development team does not plan to pursue. Neither the current PUD or POD proposal for this site meet the Design Experience Guidelines. In particular, we note: The typologies set forth in the Design Experience Guidelines have not been cited as to their application to specific buildings and uses, and appear to have been ignored as a fundamental organizing strategy for the development of the site. The new office building is located in the center of the site rather than along France to support the public realm development and the France Avenue Street Room. It provides no distinguishable connection to France. (See DEG Typologies) The proposals include multi-level parking structures that face the community/public realm and are not lined. Per page 15 of the Design Experience Guidelines, “above-grade parking structures should be lined with programmable public realm space.” (There are no above ground parking structures in the 2017 PUD.) 3 Pedestrian public realm is not a primary consideration of these proposals, nor is it connected to District assets. The proposal does not emphasize France Avenue as a major artery and connector, but rather is inward-facing—to the detriment of the overall goals of an interconnected district. In addition, there is no direct connection to the proposed north- south West Promenade, which is envisioned as a continuous North-South woonerf through the District that puts pedestrians first, bikes second, and cars last. The proposal does not consider the importance of pedestrian east/west streets, a primary purpose of which are to increase connectivity of residents in the single family neighborhoods, enabling them to flow through the site to other destinations within the district. These arteries should be inviting and comfortable, residential in nature, with a character that makes them special and connective. (Note the Grid Section in the DEG). This proposal is lacking on that front. There is a lack of definable outdoor places that are accessible to the neighborhood that can be used for programmed activities for tenants, residents and the community alike. And lastly, the DEG and Urban Plan Section in the 2018 Comprehensive Plan both specify the creation of treed boulevards and trees and programmed open space as important part of the of Greater Southdale District’s growth. The current proposal suggests removing the grove of mature oak trees and replacing them with a parking structure—which is objectionable on many fronts All that currently remains of the pre-development landscape on the site is small oak savanna on the west edge of the site—which likely pre-dates the development of the Southdale Center and most of the District. The landscape is part of the Eastern Broadleaf Forest, an area that originally was tall-grass prairie species growing in between stands of oaks. The existing stand of oak comprises about 70,000 square feet. It provides a vital part of the character on the east side of Valley View Drive facing the Cornelia neighborhood to the west. In the 2017 PUD it is noted as an ‘Existing Tree Grove to Remain,’ with a pathway leading from the neighborhood into the heart of the District, connecting to the existing Promenade. This important connection has been removed from this proposal. A driving part of the Design Experience Guidelines was to extend the quality of the single family landscape characteristics into the treeless parking lots that have dominated the Southdale District for over half a century. Extensive consideration to building setbacks was given as means to encourage new development to add landscape - especially trees - to 4 extend the landscape characteristics of Fred Richards Park, the Promenade, the Nine Mile Creek Watershed, and Roseland Park into the District’s existing and new streets as a way to bind the single family residential areas with the growing development in the Southdale District. Areas within the Southdale District with existing mature trees are particularly important because of the size of trees compared with the small new trees most often installed as part of new developments—offering a glimpse into the future character of the district. In addition, these trees provide a growing need as part of a broadening plan for carbon sequestration. While sometimes small, these important landscape areas provide habitat and can regulate air quality, climate, and water quality and quantity, as well as provide both recreation and opportunities for learning and inspiration that enhance Edina’s cultural values. In summary, this current development proposal for 6600-6800 France Avenue South is very disappointing considering the potential and importance of the site to the community. And, we wholeheartedly believe that a small but important little oak forest should not be bulldozed in favor of the very thing that is pushing carbon into our atmosphere. There should be another way to solve a development plan for a larger investment in our collective future. Thank you for the opportunity to review. Please let me know if you have any questions. Mic 420 North 5th Street, Suite 100 Minneapolis, MN 55401 612.758.4000 HGA.COM s February 23, 2024 Cary Teague, AICP Community Development Director City of Edina 4801 W. 50th Street, Edina, Minnesota 55424 Re: onFRANCE | Southdale Office Center, City of Edina Development Applications Architecture Field Office - Comment Response Dear Cary: Please see the attached summary that outlines how the Design Application submitted 2/9/2024 addresses each of the 11 comments offered by AFO based on the Sketch Plan Submission from 9/12/2023. The first 4 pages are AFO’s initial comments that direct to the Applicant responses on the following pages. Sincerely, David Little Workplace Principal D 612.758.4503 | M 612.819.5586 2200 Zane Ave N | Minneapolis, MN 55422 www.archfieldoffice.com Cary: Per your request, we reviewed the most recent proposal for the redevelopment of the current Southdale Office Center at 6600-6800 France Avenue South based on our experience working with the Greater Southdale Work Group to craft a physical vision for the future district, translating their guiding principles to the built environment. The resulting vision for development in the Greater Southdale District is to create an enhanced human experience along existing major and new connector streets, with overall experience shaped via landscape setbacks, building step backs, a hierarchy of street typologies, transparency at street level, a minimized impact of the car, and managing storm water as an amenity. The outcome of our collaborations with the Work Group is described in the urban design chapter of the Greater Southdale District Plan and resulted in the Greater Southdale District Design Experience Guidelines. As we’ve previously noted, the site of the proposed development is a pivotal, large-scale parcel within the Greater Southdale District. It serves multiple roles: gateway to the District, transition to the Cornelia neighborhood, northern terminus of the proposed West Promenade, and the northern edge of the new street room along France Avenue. At nearly 22 acres, it offers great potential to exemplify and positively contribute to the broader community goal of a walkable, resilient, human- centric district. The Greater Southdale District Plan and Design Experience Guidelines address fundamental ideas about how building scale and location, block size, and street width come together to shape public realm and overall human experience. Through the development of the guidelines, we applied measurements to each of these components that are essential to shaping the future form and character of the district. We understand there are many ways this can be accomplished. To City of Edina Cary Teague, Community Development Director 4801 W. 50th Street Edina, MN 55424 From Mic Johnson, FAIA Date September 21, 2023 AFO's review addresses the Applicant's initial 9/12/23 sketch plan submittal. The included comments are from the Applicant and reflect the 2/9/24 Development Applications 2 However, the proposal for the site at 6600-6800 France that is being offered to the City, in its reduced plan, is counter to those Guidelines in many important categories: the location of buildings and their relationship to the street, the visibility of infrastructure and amount of the site dedicated to car storage; the lack of attention paid to transition zones; the scale/massing of buildings that exceed 200 feet in length; and proposed connections and public realm improvements. When taken together, their broader impact on the individual and community experience is not in alignment with the Greater Southdale District vision of a public realm experience that catalyzes an active community-based approach to both development and daily life. While developed prior to the finalization of the Design Experience Guidelines, the 2017 PUD Plan meets the spirit of the guidelines in its approach to both development and daily life, with a plan that is focused on enhancing the human experience, not on parking cars. It respects the existing wooded area on the west side of the site – maintaining part of the history and open space of the site, and providing a living screen to the neighborhood. Housing has always been in the forefront of the Design Experience Guidelines, whether in support of single family houses or the growing multifamily housing in the district. Part of the purpose of adding more housing and increasing the number of families living in the District is to increase the number of jobs that could support this increase in population. The goal is to improve walkability, reduce the use of the cars and thereby limit the vast number of parking lots that currently plague the district, replacing them in part with parks and open space to enrich the experience of residents and visitors. The 2017 PUD did just that. However, both options presented in the current proposal do very little but prioritize the experience of those arriving by car, rather than presenting a compelling vision for the future, or presenting a strategy to reduce cars through a multifaceted PUD plan balanced with housing—which it seems this development team does not plan to pursue. Neither the current PUD or POD proposal for this site meet the Design Experience Guidelines. In particular, we note: The typologies set forth in the Design Experience Guidelines have not been cited as to their application to specific buildings and uses, and appear to have been ignored as a fundamental organizing strategy for the development of the site. The new office building is located in the center of the site rather than along France to support the public realm development and the France Avenue Street Room. It provides no distinguishable connection to France. (See DEG Typologies) The proposals include multi-level parking structures that face the community/public realm and are not lined. Per page 15 of the Design Experience Guidelines, “above-grade parking structures should be lined with programmable public realm space.” (There are no above ground parking structures in the 2017 PUD.) SeeComment #1 SeeComment #2 SeeComment #1 SeeComment #3 SeeComment #4 SeeComment #5 SeeComment #6 SeeComment #7 3 Pedestrian public realm is not a primary consideration of these proposals, nor is it connected to District assets. The proposal does not emphasize France Avenue as a major artery and connector, but rather is inward-facing—to the detriment of the overall goals of an interconnected district. In addition, there is no direct connection to the proposed north- south West Promenade, which is envisioned as a continuous North-South woonerf through the District that puts pedestrians first, bikes second, and cars last. The proposal does not consider the importance of pedestrian east/west streets, a primary purpose of which are to increase connectivity of residents in the single family neighborhoods, enabling them to flow through the site to other destinations within the district. These arteries should be inviting and comfortable, residential in nature, with a character that makes them special and connective. (Note the Grid Section in the DEG). This proposal is lacking on that front. There is a lack of definable outdoor places that are accessible to the neighborhood that can be used for programmed activities for tenants, residents and the community alike. And lastly, the DEG and Urban Plan Section in the 2018 Comprehensive Plan both specify the creation of treed boulevards and trees and programmed open space as important part of the of Greater Southdale District’s growth. The current proposal suggests removing the grove of mature oak trees and replacing them with a parking structure—which is objectionable on many fronts All that currently remains of the pre-development landscape on the site is small oak savanna on the west edge of the site—which likely pre-dates the development of the Southdale Center and most of the District. The landscape is part of the Eastern Broadleaf Forest, an area that originally was tall-grass prairie species growing in between stands of oaks. The existing stand of oak comprises about 70,000 square feet. It provides a vital part of the character on the east side of Valley View Drive facing the Cornelia neighborhood to the west. In the 2017 PUD it is noted as an ‘Existing Tree Grove to Remain,’ with a pathway leading from the neighborhood into the heart of the District, connecting to the existing Promenade. This important connection has been removed from this proposal. A driving part of the Design Experience Guidelines was to extend the quality of the single family landscape characteristics into the treeless parking lots that have dominated the Southdale District for over half a century. Extensive consideration to building setbacks was given as means to encourage new development to add landscape - especially trees - to SeeComment #8 SeeComment #9 SeeComment #10 SeeComment #11 SeeComment #3& #11 SeeComment #3& #11 4 extend the landscape characteristics of Fred Richards Park, the Promenade, the Nine Mile Creek Watershed, and Roseland Park into the District’s existing and new streets as a way to bind the single family residential areas with the growing development in the Southdale District. Areas within the Southdale District with existing mature trees are particularly important because of the size of trees compared with the small new trees most often installed as part of new developments—offering a glimpse into the future character of the district. In addition, these trees provide a growing need as part of a broadening plan for carbon sequestration. While sometimes small, these important landscape areas provide habitat and can regulate air quality, climate, and water quality and quantity, as well as provide both recreation and opportunities for learning and inspiration that enhance Edina’s cultural values. In summary, this current development proposal for 6600-6800 France Avenue South is very disappointing considering the potential and importance of the site to the community. And, we wholeheartedly believe that a small but important little oak forest should not be bulldozed in favor of the very thing that is pushing carbon into our atmosphere. There should be another way to solve a development plan for a larger investment in our collective future. Thank you for the opportunity to review. Please let me know if you have any questions. Mic SeeComment #3& #11 onFRANCE | Southdale Office Center, City of Edina Development Applications February 23, 2024 AFO's review addresses the Applicant's initial 9/12/23 sketch plan submittal. The included comments are from the Applicant and reflect the 2/9/24 Development Applications Comment #1: It's important to note that this proposed Project is for only one portion of the site for the primary reasons outlined in the constraints part of our 2/9/2024 Development Application (pages 10-11). Future phases/development can occur and must be presented to the Council for review and approval. Because of the existing contractual obligations with keeping existing buildings, any new phase or approval will need to first accommodate the displacement of parking to allow for future development and is the reason for what appears to be a surplus of parking provided with our proposed Project. The 2017 PUD identified 6 different phases that completed the improvements outlined in the plan and in a similar approach only applied for site plan approval on a portion of the approved plan. With the completion of the North/South connecting pedestrian and drive lane along France Avenue, a substantially similar program on the North and South parking lots to that of the 2017 PUD could still be accomplished. The PCD-3 zoning would allow for these uses and density (up to 1.0 FAR - see note 4 on page 16 of our application), while still respecting our location as a "transition zone" and the site's original (and adjacent property) zoning designation (prior to 1984). Market need and stakeholder desires change as evident by the need for this application to rezone. The requested PCD-3 designation gives the applicant/owner and city greater flexibility to meet these needs and desires as they occur. Comment #2: - "The location of buildings and their relationship to the street: The placement of the new MOB is a direct response to needing to maintain internal connections to the existing buildings on site while also introducing a new N-S connector drive which has been a goal of the City as well as the GSDEG. - "The visibility of infrastructure and amount of the site dedicated to car storage": See Comment #1 - "The lack of attention paid to transition zones": From the GSDEG transition zones are defined through the following statement, "Designated transition zones are about maintaining the quality of life in these areas without restricting growth in other parts of the district." The transition between our site and the Cornelia Neighborhood to the west has been a major focus of the Development Application. By preserving a vast majority of the tree grove and focusing on pedestrian friendly connections throughout the site, the new plan enhances the public realm far beyond what exists today. Additionally, the modest size of the MOB, as compared to what was proposed in the 2017 PUD, as well as the 300'+ setback from Valley View Rd better respects the neighboring community while still allowing for a prominence along France Ave to the East. - "The scale/massing of the buildings that exceed 200 feet in length": The Development Application achieves the zoning and GSDEG guidelines through facade articulation that "chang(es) direction by a minimum of 90 degrees" to help breakdown the scale of the MOB. - "Proposed connections and public realm improvements": Refer to the Site Connectivity page (p. 25) and Landscape Plan (p.30) in our application: onFRANCE | Southdale Office Center, City of Edina Development Applications February 23, 2024 As mentioned above, connections throughout the site have been a primary focus of the development of the new proposal. Pedestrian (and bicycle) focused connections include: A new East-West continuous pedestrian access for the Cornelia Neighborhood through the center of the site; New connections to the proposed Western Promenade and existing pedestrian infrastructure including a new sidewalk along W 66th St.; an emphasis on the design of Street Rooms; and areas designed specifically for the public realm including a 50' setback with a double tree lined pedestrian boulevard along France Ave. Vehicular focused connections include: Enhanced connectivity throughout the site such as a new North-South boulevard drive that allows for internal site connections while lessening the need for traffic from the neighborhoods; removal of the existing right-out along France Ave which has been expressed as a desire by both the City and County; and internal through connectivity on the west side of the site by way of the drive in parking. Comment #3: The existing area of the tree grove along Valley View is approximately 67,900 SF. The initial 9/12/23 sketch plan submittal displaced ~57,700 SF or 85% of the existing tree grove area and placed structured parking between the MOB and the natural landscape. The 2/9/2024 Development Application plan displaces only around ~6,500 SF or 10% leaving 90% of the existing tree grove area preserved and enhanced through new plantings, prunings, and removal of dead trees. Additionally, strategic placement of the new parking ramp takes advantage of the existing surface parking area along the west side of 6700 to avoid additional tree removal and also better connect and preserve views for tenants along the north half of the new MOB to the amenity of the natural mature grove. The tree grove and overall human experience is further improved through the addition of a pathway leading from the existing Western Promenade and Cornelia neighborhood into the heart of the grove where a hilltop plaza park has been introduced that catalyzes an active community-based design for tenants and neighboring communities alike. Comment #4 See comment #1 Above. Additionally, rezoning the tract back to a PCD-3 allows for the future development of housing on the north and south parcels based on the approved principal uses and available FAR. This is different from what was proposed for the initial 9/12/23 sketch plan where the goal was to revert zoning back to a POD which does not allow for housing as an approved use. It is also worth noting, there has been a significant increasing and multi-unit/multi-level housing in the area since 2017, particularly along York and 66th and along Valley View. Comment #5 Per pg 18 of the DEG, the 2/9/24 Development Application addresses the connection to Typ. 1A - Western Promenade, Typ. 2 - Cornelia Overlay Dist by respecting our place as a Transition Zone through a decrease in proposed density as compared to the 2017 PUD. A new Typ. 3 - Internal Street: is created by connecting the North and South areas of our site and eliminates the exiting right-out onto France Avenue. While not as precisely outlined in the DEG, this new connection creates a "new network of streets and pedestrian pathways" as a "primary vehicular access for drop off and pick up, as well as access to parking and primary building services." Additional "spaces between buildings" were created for better access throughout the site (b/w the 6800 building and new parking onFRANCE | Southdale Office Center, City of Edina Development Applications February 23, 2024 structure & the new parking structure and the new 6700 MOB). Further, Typ. 3 streets can easily be implemented with further development/phasing of the site (see Comment #1) where existing signalized and non-signalized paths of ingress/egress can be accentuated for East-West connections. These connections that are being created today and with potential future development will greatly enhance connections to Typ. 6 - the Central Spine promenade. Typ. 5 - The Boulevards: Our site is a gateway project as being connected to two of the four streets identified in 1) France Avenue and 2) 66th street. Our Development Application respects this by creating a "50 foot setback with a double row of trees" as an amenity to the neighborhood and surrounding district. Slide 25 of our Application also depicts our connectivity and various types of circulation. Comment #6 The Development Application parking structure respects the existing tree grove per Comment #3 and is screened from the neighborhood by both existing and new trees. The placement on site also respects the 50' setback along Valley View for public realm/connectivity. It is also planned to be phased, with two stories influentially and up to two more to accommodate potential future development (see comment #1) Comment #7: The 2017 PUD relied too heavily on destination retail, general office, and below-grade to be viable today. Since then, we've come to understand that portions of our site have high-water tables as outlined on slide 10 of our Development Application that make it challenging with potential negative impacts to provide for all the underground stalls outlined in the 2017 PUD. Comment #8 Addressed in the Development Application. See Comment #2 relating to proposed connections as well as Comment #5 relating to street typologies. Additionally, the resubmitted plan breaks out the 8,500 SF restaurant building creating two opportunities for outdoor street rooms and the ability to connect to our new 6800 patio and accessible entry investment. See Comment #1 for the opportunity to add to the overall goals of the district. Comment #9 Addressed in the Development Application. The proposed site plan embraces it's position as a transitional site by introducing a new East-West uninterrupted accessible connection from the Cornelia Neighborhood to the Southdale business district through the center of the site. Additionally, an improved path through the mature tree grove leads from the neighborhood and Western Promenade to a new public amenity Hilltop Plaza within the heart of the campus where it's again possible to pass through to the East side of the site through the shared MOB lobby. Finally, a new public sidewalk connector along W 66th St. has been incorporated for yet another East-West passage embracing the neighborhood pedestrian connections. Beyond this, additional East-West connectors will be incorporated with potential additional development phasing described in Comment #1 (which is a very similar approach to that of the 2017 PUD). Comment #10 Addressed in the Development Application. In fact, we have already started to focus on definable accessible outdoor spaces with the on-going 6800 patio and entrance and atrium renovations. The proposed project will manage stormwater as an amenity, add fully accessible street rooms and plaza spaces, and focuses on accessible pedestrian connectors to the neighboring communities as onFRANCE | Southdale Office Center, City of Edina Development Applications February 23, 2024 well as within the site utilizing spaces between buildings as community assets. By better respecting the tree grove from our initial presentation and allowing for both E-W and N-S connections , walking is more of a shared experience with our neighbors, tenants and their employees, and visitors that come to the site. Comment #11 See Comment #3 Additionally, the proposed site plan goes far beyond the existing Commercial Tree Ordinance and adheres to the much more aggressive Residential Tree Ordinance. Though select trees are being removed throughout the entirety site, 126 total trees are voluntarily being planned to replace those lost due to the new construction (see pg 32). Trees are seen as an important amenity within the new site including specifically in areas such as the Hilltop Plaza, West Passage, Street Room, Boulevard Path as well as parking islands and other walkways throughout the site (see pg 30 & 31 for references to these spaces). 420 North 5th Street, Suite 100 Minneapolis, MN 55401 612.758.4000 HGA.COM s February 27, 2024 Cary Teague, AICP Community Development Director City of Edina 4801 W. 50th Street, Edina, Minnesota 55424 Re: onFRANCE | Southdale Office Center, City of Edina Development Applications Responses to City Council & Planning Commission Sketch Plan Comments Dear Cary: Please see the attached bullet points that outline how the Design Application submitted 2/9/2024 addresses comments from the City Council and Planning Commission based on the Sketch Plan Submission from 9/12/2023. Sincerely, David Little Workplace Principal D 612.758.4503 | M 612.819.5586 onFRANCE | Southdale Office Center, City of Edina Development Applications February 27, 2024 onFRANCE | Southdale Office Center, City of Edina Development Application Responses to City Council & Planning Commission Sketch Plan Comments - Rezoning back the original designation of PCD-3 allows for the future development of parcels 1 & 4. The proposed project and rezoning will greatly enhance the current site and maintain its function as a professional employment hub while contributing to the City’s goals of establishing this portion of France Ave as a medical destination and mixed uses. - Enhanced the connections to the broader community by incorporating: o A new uninterrupted accessible internal east-west pedestrian focused connector leading from the Cornelia Neighborhood through the heart of the site to France Ave and the Southdale business district beyond. o A new public sidewalk along W 66th St. connecting France Ave to Valley View Rd and the intersection to Rosland Park. o A buffered pedestrian experience along France Ave by offsetting the widened path from the busy road and incorporating a double row of trees for a more comfortable boulevard-like connection. o Creating public gathering spaces within the campus such as: the hilltop plaza with a pedestrian path connecting through the tree grove to the western promenade, an emphasis on the design of Street Rooms, and the pocket park & stormwater garden. - On-grade link connecting 6800 & MOB has been modified to a skyway to allow for an uninterrupted pedestrian connection through the site. - Enlarged spacing between 6800 & the new parking ramp to allow for a more landscaped pedestrian experience while still meeting the needs for fire department access. - Added crosswalks and a landscape buffered sidewalk along the south drive that connects to France Ave to accommodate pedestrian traffic more safely. - Heavily focused on tree preservation around the site and specifically in the west tree grove o Approximately 90% of the site area encompassing the tree grove on the west side of the site has been preserved with the new proposal. o Greater attention and care to the existing tree grove than what exists today (new plantings, pruning, and removal of dead trees). o Dispersal of trees across the site creates more shade and rain retention for site and parking. o Voluntarily incorporating the City’s more aggressive FUTURE Tree Ordinance prior to its actual adoption into commercial code. This includes the individual categorization of Heritage and Protected trees and replacement quantities and strategies for those displaced by the new project work. o Removal of the north wing of the parking structure preserved views to the trees from the new MOB and treats the grove as an amenity to the site and its users. - Reduction of turf grass areas by including more native grasses and plantings to minimize irrigation and maintenance needs. - Addressed overparking concerns by aligning to Edina’s zoning requirements and through a phased parking ramp approach. - Compacted the west parking ramp and removed the north wing to better align with the existing surface lot to lessen the impact on existing trees. In lieu of the north ramp wing a hilltop plaza was added with a meandering path connecting back to Valley View Rd and the Cornelia Neighborhood to reinforce the connection to the existing tree grove. onFRANCE | Southdale Office Center, City of Edina Development Applications February 27, 2024 - Enhanced area water quality by treating approximately 7 acres of land and highlighted stormwater management as an amenity with a pocket park on the north side of the new MOB. - The right-out along France Avenue, which both the City and County have asked to remove, continues to be slated for removal in this design application. - Added bicycle friendly connections throughout the site and bike parking near the new buildings to encourage bicycle commuting. - Developed the MOB & Restaurant building design further to better align with GSDEG goals and zoning regulations including materiality, transparency at the ground level along France Ave, and a breaking down of the building façade massing. - Enhanced ADA Accessibility throughout the buildings and the site while demolishing the existing 6700 & 6750 buildings that do not offer clear accessibility. - Developed the Parking Ramp design to better align with the City’s regulations including through materiality and screening. Sketch Plan Study | September 12, 2023FRANCEon 8 FRANCE A V E N U E S W 66 T H S T R E E T W 69TH STREET VALLEY VIEW R O A D 38 360 116 # # 54 197 21 310 255 69 473 978’ 878’ 880’ 880’ 868’ 935’ 954’ 878’ POD 3D Massing Sketch Plan Study | September 12, 2023FRANCEon 12 FRANCE A V E N U E S W 66 T H S T R E E T W 69TH STREET VALLEY VIEW R O A D 38 490 60 # # 54 40 978’ 878’ 880’ 891’ 868’ 935’ 954’ 878’ 69 PUD 3D Massing Sketch Plan Study | September 12, 2023FRANCEon 13DJRARCHITECTURE INC. The Avenue on France13 Masterplan - The Avenue on France This Masterplan shows new construction of a Medical Office Building, (3) Retail Buildings, Residential, Hotel and Office that will replace (2) 3-story office buildings in the middle of the site that are not compliant with current ADA standards. The Masterplan also shows new construction of (3) areas of underground parking to meet the needs of the site and reduce the amount of surface parking on the site. N BANK OF AMERICA1F 7,190 SF Under Permit RETAIL II-A2F 25,748 SF EX. 6800 OFFICE7FTo Remain TAVERN ON FRANCE1FTo Remain OFFICE6F116,000 SF EX. 6600 OFFICE6FTo Remain RETAIL II-B2F23,093 SF MEDICAL OFFICE BUILDING6F155,000 SF RESIDENTIAL8F105,280 SF70 Units RETAIL1F6,500 SF HOTEL4F72,350 SF100 Rooms Site Data:Area Table: Phase I Phase II-A Phase II-B Phase III Phase IV Phase IV Phase V Phase VI Existing Existing ExistingAllowableActualNotesBOARetail Retail MOB Office Hotel Residential Retail Total (New) 6600 6800 Tavern Total (Existing) Total (Site)Site Area:n/a 948,632 SF 21.78 acres L8 13,160FAR:0.5 (474,316 GSF).92 (880,979 GSF)377,008 SF Existing/ 503,971 SF New L7 13,160Height:48'-0"85'-0"HOD-4 Height Zone L6 25,000 20,000 13,160Lot Coverage:30%24.2% est.229,598 SF Subject to Survey L5 25,000 20,000 13,160L425,000 20,000 17,950 13,160L325,000 20,000 17,950 13,160L27,003 6225 25,000 20,000 17,950 13,160L17,190 18,745 16,868 30,000 16,000 18,500 13,160 6,500Total7,190 25,748 23,093 155,000 116,000 72,350 105,280 6,500 503,971 SF NEW 198,763 163,855 7200 377,008 SF Ex. 880,979 SF Parking Summary:Surface to Remain Required (New)Basis of CalculationEMC Sec. 36-1311 New Parking Provided Total Parking Res. 2015-113 Total ParkingOffice4881084 271,000 SF of New Office 450 underground (North)(Per Count)(Varience) (Per code)Hotel 125 100 Room Hotel (est.)450 underground (Middle)Residential 123 70 units per EMC Sec. 36-1311 (w)400 underground (South)Retail 284 55,341 SF of New Retail 99 underground (Phase II)157Total 488 2394 New Stalls To be provided by underground parking 1399 underground 1887 Stalls 157 Stalls 2044 Stalls Site Data:Area Table: Phase I Phase II-A Phase II-B Phase III Phase IV Phase IV Phase V Phase VI Existing Existing ExistingAllowableActualNotesBOARetail Retail MOB Office Hotel Residential Retail Total (New) 6600 6800 Tavern Total (Existing) Total (Site)Site Area:n/a 948,632 SF 21.78 acres L8 13,160FAR:0.5 (474,316 GSF).92 (880,979 GSF)377,008 SF Existing/ 503,971 SF New L7 13,160Height:48'-0"85'-0"HOD-4 Height Zone L6 25,000 20,000 13,160Lot Coverage:30%24.2% est.229,598 SF Subject to Survey L5 25,000 20,000 13,160L425,000 20,000 17,950 13,160L325,000 20,000 17,950 13,160L27,003 6225 25,000 20,000 17,950 13,160L17,190 18,745 16,868 30,000 16,000 18,500 13,160 6,500Total7,190 25,748 23,093 155,000 116,000 72,350 105,280 6,500 503,971 SF NEW 198,763 163,855 7200 377,008 SF Ex. 880,979 SF Parking Summary:Surface to Remain Required (New)Basis of CalculationEMC Sec. 36-1311 New Parking Provided Total Parking Res. 2015-113 Total ParkingOffice4881084 271,000 SF of New Office 450 underground (North)(Per Count)(Varience) (Per code)Hotel 125 100 Room Hotel (est.)450 underground (Middle)Residential 123 70 units per EMC Sec. 36-1311 (w)400 underground (South)Retail 284 55,341 SF of New Retail 99 underground (Phase II)157Total 488 2394 New Stalls To be provided by underground parking 1399 underground 1887 Stalls 157 Stalls 2044 Stalls Site Data:Area Table: Phase I Phase II-A Phase II-B Phase III Phase IV Phase IV Phase V Phase VI Existing Existing ExistingAllowableActualNotesBOARetail Retail MOB Office Hotel Residential Retail Total (New) 6600 6800 Tavern Total (Existing) Total (Site)Site Area:n/a 948,632 SF 21.78 acres L8 13,160FAR:0.5 (474,316 GSF).92 (880,979 GSF)377,008 SF Existing/ 503,971 SF New L7 13,160Height:48'-0"85'-0"HOD-4 Height Zone L6 25,000 20,000 13,160Lot Coverage:30%24.2% est.229,598 SF Subject to Survey L5 25,000 20,000 13,160L425,000 20,000 17,950 13,160L325,000 20,000 17,950 13,160L27,003 6225 25,000 20,000 17,950 13,160L17,190 18,745 16,868 30,000 16,000 18,500 13,160 6,500Total7,190 25,748 23,093 155,000 116,000 72,350 105,280 6,500 503,971 SF NEW 198,763 163,855 7200 377,008 SF Ex. 880,979 SF Parking Summary:Surface to Remain Required (New)Basis of CalculationEMC Sec. 36-1311 New Parking Provided Total Parking Res. 2015-113 Total ParkingOffice4881084 271,000 SF of New Office 450 underground (North)(Per Count)(Varience) (Per code)Hotel 125 100 Room Hotel (est.)450 underground (Middle)Residential 123 70 units per EMC Sec. 36-1311 (w)400 underground (South)Retail 284 55,341 SF of New Retail 99 underground (Phase II)157Total 488 2394 New Stalls To be provided by underground parking 1399 underground 1887 Stalls 157 Stalls 2044 Stalls 50’ SETBACK 6800 (E5) NEW MOB(O1) (R2) (H1) (B1) (R1)(T1) (P1) (R3) (O2) 6600 (E1) PUD POD Site Plan Comparison 6800(E5) 6600 (E1) NEW MOB(O1)(T1) (P1) FRANCE AVE S W 66TH STVALLEY VIEW RD Revised Sketch Plan Study | October 25, 2023FRANCEon 9Site Plan 6600 6800 FRANCE AVE S VALLEY VIEW ROAD W 66TH STPARKING RAMP MEDICAL OFFICE BUILDING BoA RESTAURANT8,500 SF City of Edina Development Applications - Supplementary Images | February 23, 2024FRANCEon 3View From Cornelia Neighborhood & Valley View Road - Diagram to Show the Building Massing Beyond the Tree Grove Foliage P1 R1 O1 2 LEVEL PARKING RAMP - CURRENT PHASE I (BUILDING MASSING DIAGRAM)4 LEVEL PARKING RAMP - FUTURE PHASE II (BUILDING MASSING DIAGRAM) N DIAGRAM TO SHOW THE BUILDING MASSING BEYOND THE TREE GROVE FOLIAGE DIAGRAM TO SHOW THE BUILDING MASSING BEYOND THE TREE GROVE FOLIAGE FRANCE - Edina, MN Southdale Office Center City of Edina Development Applications | February 9, 2024on 2 EXECUTIVE SUMMARY Southdale Office Partners, LLC Ownership and its project team, including HGA and Kimley- Horn, is pleased to present the next phase in the redevelopment efforts of the 21.69-acre Southdale Office Center site at 6600 – 6868 France Avenue South. These plans include a new 3-story, 107,000 square foot Medical Office Building (MOB); a new 8,000 square foot standalone Restaurant; a 4-level Parking Ramp; and other site improvements. This redevelopment “Project” would replace the three existing 1960s-era buildings currently known as 6700, 6750, and 6740. The Project will greatly enhance the site and maintain its function as a professional employment hub while contributing to the City of Edina’s goals of establishing this portion of France Avenue as a medical destination and mixed uses. This submittal package includes content that applies to multiple, concurrent development application forms as follow: 1. Subdivision Application 2. Preliminary Rezoning Permit Application 3. Site Plan Application 4. Variance Application The site is currently entitled as a multi-phased Planned Unit Development (PUD) as outlined in Resolution No. 2017-47. While the proposed Project is very similar to Phase IV of this entitlement, Edina planning staff encouraged Ownership to present this Project under the site’s original, pre-1984, zoning designation of Planned Commercial District (PCD-3) for City Council’s review and approval. After multiple attempts to amend the existing PUD, and in careful consideration of dialogue with Edina planning staff, as well as extensive stakeholder engagement, Ownership has come to the understanding that a reversion to the PCD-3 zoning designation better achieves City and constituent goals, better conforms with the existing character of the neighborhood, and provides for the use types that are more prevalent in a post-pandemic, e-commerce oriented world. Moreover, the existing 2017 PUD entitlement is not possible because it relied too heavily on destination retail and below-grade parking to be viable. Both office and retail markets have shifted drastically since the current zoning was approved in 2017. Additionally, a high-water table at the relevant portions of the site prevents the stated quantity of below-grade parking from being safely or economically constructed. Taken together with existing site easements, infrastructure and shared campus amenities, the need to reconstruct the blighted property at 6700 and 6750 is too urgent for further delay. These are inefficient and non-accessible structures that are not attractive to the types of tenants this community desires. Additionally, the existing restaurant structure is decades old and can be better designed to attract the community while its relocation closer to the existing 6800 building allows for the desirable north-south internal site connection. While the 2017 PUD density and uses being relinquished with this request are substantial, a long-term vision for the property remains intact. Our intentions to subdivide and further develop the site are incorporated within the design of the Project, specifically with the proposed parking structure and focus of uses within individual buildings. A new tiered and phased structured parking facility located to the West of the new MOB will help to accommodate parking requirements for the site today as well as potential future development without the need to over supply parking. To further substantiate the rezoning request, we note the overall size of the site and our legal obligations to provide space for existing tenants of the 6600 and 6800 buildings for many years to come. The challenges on this project and site are very different than those faced on the other 20+ PUD entitlements that exist across the City – most of which are fully vacated and scraped for re-development. Contrary to this approach, the 6600 and 6800 buildings are recently updated, functionally relevant and occupied by some of Edina’s most important businesses, embracing a sustainable development approach of reuse. We believe this Project is able to not only tie into these structures but enhance them and the entirety of the site while adding approximately 500 high-paying full-time medical and wellness jobs, with an additional temporary boost in construction employment, and a sustained boost in tax base. 3 EXECUTIVE SUMMARY CONT. In requesting this re-zoning, Ownership will not only conform to the PCD-3 zoning ordinance, but will also incorporate City and constituency feedback from prior submittals and meetings in support of its goal of offering area-wide amenities that enhance the existing office park while contributing positively to the broader neighborhood. Improved site access and area connectivity, improved efficiency and sustainability – including with more energy efficient buildings and on-site stormwater management and attention to the Greater Southdale Area Design Experience Guidelines have been incorporated in a way that respects existing site constraints and the patient-centered requirements of the medical users that will occupy this building. Additionally, the parking structure has been shaped and planned to minimize tree displacement and provide for a more welcome interaction into the existing tree grove for our patients and users of the building, and for pedestrians and bikers of the community wanting access from Valley View. Moreover, what minimized displacement does occur will be resolved with a reforestation program that exceeds the current commercial requirements and goes so far as to meet the latest residential tree requirements. Recognizing that this project has a meaningful impact on the character of the neighborhood, we continue to engage with the neighbors in a variety of formats including letters/emails, Q&A meetings with Lake Cornelia and Point of France Associations, and conversations with local civic, business, and medical leaders. Our Site Plan is designed around the types of questions and concerns we have previously heard from the neighbors and our strong desire to acknowledge and respond. This is a terrific opportunity to assist the City in its desire to expand medical and well-being services for the area, revitalize an aging office center, and seek the highest and best uses for a mixed-use site benefiting the Edina community and broader region. This project sets a new vision that we believe will become a gateway project for the South France Avenue Corridor, increasing medical access while welcoming employees, residents, and visitors to the Southdale neighborhood. The objectives of this site redevelopment include: • Expanding and enhancing the site as a center of employment and economic vitality by replacing three outdated, largely-vacant, and functionally obsolete buildings with a new medical office building that links the existing 6600 and 6800 buildings, creating a best in-class destination for physicians, medical care providers and their staff, as well as a free-standing restaurant with greater neighborhood accessibility and community social spaces. • Alignment with a zoning classification that reflects the original commercial zoning intent and designation, consistent with adjacent uses and zoning designation, respects the existing buildings and uses, is consistent with our proposed project, allows for uses and density desired by Southdale Area Design Guidelines and the immediate neighborhoods – both now and for potential future development. • Successfully address the parking demand of both the more heavily parked new medical and restaurant structures and also the existing demand from 6600, 6800, 6868 office buildings while accounting for potential future uses on the site in a manner that respects the water table, is market viable, and considerate of adjacent properties. • Setting the stage for subdivision of the site to allow for potential new uses by either ownership or other developers that will seek to address evolving City planning goals – e.g., housing, wellness, retail and collaboration spaces. • Incorporating sustainability strategies into planning, design, and operations focused on improved and re-distributed green space, human health impacts, energy efficiency and stormwater management. • The Project will provide stormwater management treatment to approximately 7 acres that was previously untreated at the 21.69-acre site (entire lot minus BOA). The treatment meets the City of Edina and Nine Mile Creek Watershed District requirements for volume, rate, and water quality. This is a tremendous improvement to an overall commercial district that is largely untreated • Sustainably preserving the value of the relevant existing structures and the recent investments in the 6600 and 6800 buildings, while honoring contractual obligations to existing tenants in these structures, many of which are key area employers that occupy the buildings under long-term leases. 4 CONTENTS 2 Executive Summary I. EXISTING SITE ANALYSIS 6 Site Location 7 Existing Building & Parking Metrics 8 Zoning Map & History 9 Edina Development Goals 10 Existing Site Constraints 11 Existing Site Constraints - Pinch Point II. PROPOSED SITE PLAN 14 Site Massing 15 Site Plan 16 Site Plan Metrics 17 Future Development Proof of Parking 19 Zoning Compliance & Proposed Variances 25 Site Connectivity 26 Design With The Environment in Mind III. LANDSCAPE PLAN 30 Illustrated Landscape Plan 31 Landscape Design Experience Imagery 32 Tree Plan SITE PLAN APPLICATIONSITE PLAN APPLICATIONVARIANCE APPLICATIONSUPPORT INFORMATIONVARIANCE APPLICATIONSUPPORT INFORMATION X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XPRELIMINARY REZONINGPERMIT APPLICATIONPRELIMINARY REZONINGPERMIT APPLICATIONSUBDIVISION APPLICATIONSUBDIVISION APPLICATION IV. ARCHITECTURAL DESIGN CONCEPT 34 Architectural Narrative 35 Exterior Materials & Finishes 36 Medical Office Building - Rendering View 37 Medical Office Building - Floor Plans 39 Medical Office Building - Elevations 40 Parking Ramp - Rendering View 41 Parking Ramp - Floor Plans 43 Parking Ramp - Elevations 44 Restaurant - Rendering View 45 Restaurant - Floor Plans 46 Restaurant - Elevations V. TECHNICAL DRAWINGS 48 Surveys 52 Tree Inventory 53 Preliminary Plat 55 Civil Drawings 76 Landscape Drawings 88 Architectural Drawings APPENDIX A. TECHNICAL DRAWINGS Full Scale Drawings APPENDIX B. ADDITIONAL DOCUMENTS Proof of Ownership Authorization City Applications Stormwater Report I. Existing Site Analysis City of Edina Development Applications | February 9, 2024FRANCEon 6Site Location EDINA, MN France A v e S W 70th St Valley View R d W 69 th S t W 6 6 t h S t Southdale Office Center City of Edina Development Applications | February 9, 2024FRANCEon 7 281 24 199 120 157 471 69 82 39 53 26 Existing Buildings To Remain Campus Connectivity *Since 2022, ownership has completed ~$10 million of campus improvements *Since 2022, ownership has completed ~$10 million of campus improvements WATER TABLE 18’ BELOW GRADE WATER TABLE 11’ BELOW GRADEWATER TABLE 20’ BELOW GRADE Type Stories GFA Parking Ratio Parking Demand E1 633300 / 1189,9826eciffOevA ecnarF S 0066 E2 145662,343eciffOevA ecnarF S 0076 300/1 E3 6740 S France Ave (Tavern on France)Restaurant 1 + Basement 7,525 + Patio 1 / 100 E4 85 140000,243eciffOevA ecnarF S 0576 300/1 E5 E6 545163,4397eciffOevA ecnarF S 0086 300/1 236,8221Banke (Bank of America)vA ecnarF S 8686 300/1 sllatS gnikraPseirotSepyT E1 931Drive InevA ecnarF S 0066 E5 351Drive InevA ecnarF S 0086 1,429ecafruSetiS Provided Parking 1,521 Existing Buildings Existing Parking 1,571Minimum Required Parking Existing Building & Parking Metrics EXISTING BUILDING & PARKING METRICS City of Edina Development Applications | February 9, 2024FRANCEon 8 ¹» ¹» ¹» ¹º¹º ¹º ñ ñ ñ ¹» ¹º ¹º ¹º ¹º ¹º ñ ¹º ñ ñ ñ LakeEdina Lake Cornelia IndianheadLake ArrowheadLake Mud Lake Hawkes Lake Mirror Lake Highlands Lake Melody Lake Harvey Lake Lake Pamela HWY 62 HWY 62 HWY 100HWY 100HWY 169HWY 16966TH ST W 70TH ST W 76TH ST W FRANCE AVE SYORK AVE SVALLEYVIEWRD70TH ST W VALLEY VIEW RD DEWEY HILL RD CAHILL RDSCHAEFER RDBLAKE RDTRACY AVEHANSEN RDGLEASONRDVE R N O N A V EVERNO N A VEINTERLACHEN BLVD MALONEY AVE 50TH ST W 4 4T H ST W 54TH ST W 58TH ST WWOODDALE AVEVALLEY VIEW RD I-494 City Hall Public Works Fire Station 2 Fire Station 1 Public Library Concord School Cornelia School Highland School Southdale Library EdinaHigh School Our Ladyof Grace Countryside School Creek ValleySchool NormandaleElementary EdinaCommunityCenter Golden YearsMontessori AvailAcademy Valley ViewMiddle School St PetersLutheran School SouthviewMiddle School April 2023± Legend R-1 - Single Dwelling Unit R-2 - Double Dwelling Unit PRD-1 - Planned Residence PRD-2 - Planned Residence PRD-3 - Planned Residence PRD-4 - Planned Residence PRD-5 - Planned Residence PCD-1 - Planned Commercial PCD-2 - Planned Commercial PCD-3 - Planned Commercial PCD-4 - Planned Commercial POD-1 - Planned Office POD-2 - Planned Office RMD - Regional Medical PID - Planned Industrial PUD - Planned Unit Development APD - Automotive Parking PSR-4 - Planned Residence MDD-4 - Mixed Development MDD-5 - Mixed Development MDD-6 - Mixed Development Lakes Creeks Edina Boundary Railroad ñ Public Building ¹ºPublic School ¹»Private School 0 970Feet W 50TH ST MARKET ST W 49TH ST HALIFAX AVEARDEN AVEMAPLE RDFRANCE AVE SINDIANOLA AVEJUANITA AVEW 51ST ST ¹»St Peter'sLutheran School W 54TH ST FULLER STFRANCE AVE SHALIFAX LNHALIFAX AVEW 61ST ST W 62ND ST VALLEY VIEW RD WOODDALE AVEKELLOGG AVEOAKLAWN AVEBROOKVIEW AVEGAR RISON LN F AIRFAXAVE FRANCE AVE SYORK AVE SXERXES AVE SW 69TH ST W 66TH ST VALLEYVIEWRDFRANCE AVE SSANDELL AVELYMAR LNBRISTOL RDW 70TH ST HAZELTON RD MAVELLE DRSUNNYSIDE R D W 44 TH ST MORNINGSIDE RD FRANCE AVECURVE AVEETON PLñ ED E N A V E W 50TH ST WILSON RDHWY 100GRANGERDñ ¹» ED E N AVEVERNON AVEHANKERSON AVEWILLIAM AVEBEDFORD AVEOXFORD AVEW 51ST ST INTERLACHEN BLVD ARCADIA AVEGRANDVIEW LNHWY 100Our Ladyof GraceCanadian Pacific RailroadCanadian Pacific RailroadZoning Map GRANDVIEW 44TH & FRANCE 50TH & FRANCE 54TH & FRANCE VALLEY VIEW & WOODDALE SOUTHDALE 70TH & FRANCE WILSON & EDEN CAHILL & 70TH N ineMileCreek N ine MileCreek Minn ehahaCreek Canadian Pacific RailroadCity Hall CAHILL RDAMUNDSON AVEW 70TH ST VILLAGE DR CREEK VIEW LN LIMERICK LN¹» ¹» ¹» ¹º¹º ¹º ñ ñ ñ ¹» ¹º ¹º ¹º ¹º ¹º ñ ¹º ñ ñ ñ LakeEdina Lake Cornelia IndianheadLake ArrowheadLake Mud Lake Hawkes Lake Mirror Lake Highlands Lake Melody Lake Harvey Lake Lake Pamela HWY 62 HWY 62 HWY 100HWY 100HWY 169HWY 16966TH ST W 70TH ST W 76TH ST W FRANCE AVE SYORK AVE SVALLEYVIEWRD70TH ST W VALLEY VIEW RD DEWEY HILL RD CAHILL RDSCHAEFER RDBLAKE RDTRACY AVEHANSEN RDGLEASONRDVE R N O N A V EVERNO N A VEINTERLACHEN BLVD MALONEY AVE 50TH ST W 4 4T H ST W 54TH ST W 58TH ST WWOODDALE AVEVALLEY VIEW RD I-494 City Hall Public Works Fire Station 2 Fire Station 1 Public Library Concord School Cornelia School Highland School Southdale Library EdinaHigh School Our Ladyof Grace Countryside School Creek ValleySchool NormandaleElementary EdinaCommunityCenter Golden YearsMontessori AvailAcademy Valley ViewMiddle School St PetersLutheran School SouthviewMiddle School April 2023± Legend R-1 - Single Dwelling Unit R-2 - Double Dwelling Unit PRD-1 - Planned Residence PRD-2 - Planned Residence PRD-3 - Planned Residence PRD-4 - Planned Residence PRD-5 - Planned Residence PCD-1 - Planned Commercial PCD-2 - Planned Commercial PCD-3 - Planned Commercial PCD-4 - Planned Commercial POD-1 - Planned Office POD-2 - Planned Office RMD - Regional Medical PID - Planned Industrial PUD - Planned Unit Development APD - Automotive Parking PSR-4 - Planned Residence MDD-4 - Mixed Development MDD-5 - Mixed Development MDD-6 - Mixed Development Lakes Creeks Edina Boundary Railroad ñ Public Building ¹ºPublic School ¹»Private School 0 970Feet W 50TH ST MARKET ST W 49TH ST HALIFAX AVEARDEN AVEMAPLE RDFRANCE AVE SINDIANOLA AVEJUANITA AVEW 51ST ST ¹»St Peter'sLutheran School W 54TH ST FULLER STFRANCE AVE SHALIFAX LNHALIFAX AVEW 61ST ST W 62ND ST VALLEY VIEW RD WOODDALE AVEKELLOGG AVEOAKLAWN AVEBROOKVIEW AVEGAR RISON LN F AIRFAXAVE FRANCE AVE SYORK AVE SXERXES AVE SW 69TH ST W 66TH ST VALLEYVIEWRDFRANCE AVE SSANDELL AVELYMAR LNBRISTOL RDW 70TH ST HAZELTON RD MAVELLE DRSUNNYSIDE R D W 44 TH ST MORNINGSIDE RD FRANCE AVECURVE AVEETON PLñ ED E N A V E W 50TH ST WILSON RDHWY 100GRANGERDñ ¹» ED E N AVEVERNON AVEHANKERSON AVEWILLIAM AVEBEDFORD AVEOXFORD AVEW 51ST ST INTERLACHEN BLVD ARCADIA AVEGRANDVIEW LNHWY 100Our Ladyof GraceCanadian Pacific RailroadCanadian Pacific RailroadZoning Map GRANDVIEW 44TH & FRANCE 50TH & FRANCE 54TH & FRANCE VALLEY VIEW & WOODDALE SOUTHDALE 70TH & FRANCE WILSON & EDEN CAHILL & 70TH N ineMileCreek N ine MileCreek Minn ehahaCreek Canadian Pacific RailroadCity Hall CAHILL RDAMUNDSON AVEW 70TH ST VILLAGE DR CREEK VIEW LN LIMERICK LNZONING MAP & HISTORY The following is a brief history of the Southdale Office Center site zoning classifications: I. Prior to 1984: A. Planned Commercial District (PCD-3) B. Included the office/retail buildings at 6600, 6700, 6750, and 6800, as well as the restaurant (6740) that is attached to the 6750 Building. C. The restaurant was a permitted principal use at the time of construction. Accessory Uses: None II. 1984: A. Property was rezoned by the City to Planned Office District (POD-2) as part of a re-codification process. B. The restaurant was a nonconforming use following the rezoning. III. 2017: A. Property was rezoned by Ownership to Planned Unit Development (PUD) IV. 2024: A. Property is proposed to be rezoned to Planned Commercial District (PCD-3) B. The proposed rezoning to PCD-3 was informed by Planning to ensure that all existing and desired uses on the site would be viable, including a standalone restaurant as a permitted principal use. Zoning Map & History Southdale Office Center is being proposed to be re-zoned as PCD-3 to match the surrounding context & meet City of Edina’s goals for development of the site. City of Edina Development Applications | February 9, 2024FRANCEon 9Edina Development Goals 3-26 Figure 3.12: Future Land Use ¹» ¹» ¹» ¹º¹º ¹º ñ ñ ñ ¹» ¹º ¹º ¹º ¹º ¹º ñ ¹º ñ ñ ñ LakeEdina Lake Cornelia IndianheadLake ArrowheadLake Mud Lake Hawkes Lake Mirror Lake Highlands Lake Melody Lake Harvey Lake Lake Pamela HWY 62 HWY 62 HWY 100HWY 100HWY 169HWY 16966TH ST W 70TH ST W 76TH ST W FRANCE AVE SYORK AVE SVALLEYVIEWRD70TH ST W VALLEY VIEW RD DEWEY HILL RD CAHILL RDSCHAEFER RDBLAKE RDTRACY AVEHANSEN RDGLEASONRDV ER N O N A V EVER N O N AV EINTERLACHEN BLVD MALONEY AVE 50TH ST W 44 TH ST W 54TH ST W 58TH ST WWOODDALE AVEVALLEY VIEW RD I-494 City Hall Public Works Fire Station 2 Fire Station 1 Public Library Concord School Cornelia School Highland School Southdale Library EdinaHigh School Our Ladyof Grace Countryside School Creek ValleySchool NormandaleElementary EdinaCommunityCenter Golden YearsMontessori AvailAcademy Valley ViewMiddle School St PetersLutheran School SouthviewMiddle School April 2023± Legend R-1 - Single Dwelling R-2 - Double Dwellin PRD-1 - Planned Res PRD-2 - Planned Res PRD-3 - Planned Res PRD-4 - Planned Res PRD-5 - Planned Res PCD-1 - Planned Co PCD-2 - Planned Co PCD-3 - Planned Co PCD-4 - Planned Co POD-1 - Planned Of POD-2 - Planned Of RMD - Regional Med PID - Planned Indust PUD - Planned Unit APD - Automotive P PSR-4 - Planned Resi MDD-4 - Mixed Dev MDD-5 - Mixed Dev MDD-6 - Mixed Dev Lakes Creeks Edina Boundary Railroad ñ Public Building ¹ºPublic School ¹»Private School 0 970Feet W 50TH ST MARKET ST W 49TH ST HALIFAX AVEARDEN AVEMAPLE RDFRANCE AVE SINDIANOLA AVEJUANITA AVEW 51ST ST ¹»St Peter'sLutheran School W 54TH ST FULLER STFRANCE AVE SHALIFAX LNHALIFAX AVEW 61ST ST W 62ND ST VALLEY VIEW RD WOODDALE AVEKELLOGG AVEOAKLAWN AVEBROOKVIEW AVEG A RRISON LN F AIRFAXAVE FRANCE AVE SYORK AVE SXERXES AVE SW 69TH ST W 66TH ST VALLEYVIEWRDFRANCE AVE SSANDELL AVELYMAR LNBRISTOL RDW 70TH ST HAZELTON RD MAVELLE DR S U N N Y SID E R D W 44TH ST MORNINGSIDE RD FRANCE AVECURVE AVEETON PLñ EDE N A VE W 50TH ST WILSON RDHWY 100GRANGERDñ ¹» EDEN AVEVERNON AVEHANKERSON AVEWILLIAM AVEBEDFORD AVEOXFORD AVEW 51ST ST INTERLACHEN BLVD ARCADIA AVEGRANDVIEW LNHWY 100Our Ladyof GraceCanadian Pacific RailroadCanadian Pacific RailroadZoning GRANDVIEW 44TH & FRANCE 50TH & FRANCE 54TH & FRANCE VALLEY VIEW & WOODDALE SOUTHDALE 70TH & FRANCE WILSON & EDEN CAHILL & 70TH Nine MileCreek N in e MileCreek M inne hahaCreek Canadian Pacific RailroadCity Hall CAHILL RDAMUNDSON AVEW 70TH ST VILLAGE DR CREEK VIEW LN LIMERICK LNEDINA DEVELOPMENT GOALS I. Comprehensive Plan: The City of Edina’s Comprehensive Plan provides guidance for the long-term, overall development goals for the City. A. The Southdale Office Center property is planned for Office / Residential use, per the 2040 Comprehensive Plan for future land use. B. Rezoning to a Planned Commercial District classification is in alignment with the Comprehensive Plan goals for the two primary uses of Office and Residential. PCD-3 zoning allows for non- residential uses to be up to 0.75 FAR for the site, and additional density that is specific to residential (up to 1.0 FAR). C. The proposed Project provides a range of uses for the site, including office, medical and dental clinics, retail, and a restaurant, with potential future residential. These uses support the City’s goals for a vibrant, mixed-use living and working environment that is viable now and into the future. II. Greater Southdale Area: The City has adopted key objectives from the Design Experience Guidelines. The Project provides the following characteristics supporting those goals: A. Creates new East-West pedestrian accessibility for Cornelia through the middle of the site B. Breaks up parcel North to South and East to West C. Greater pedestrian experience with new connections to Promenade and existing pedestrian infrastructure, including a new public sidewalk along W 66th Street D. 20 foot floor-to-floor at first level podium for future flexibility E. No facade span greater than 200 feet, with the building massing articulated into two primary volumes to reduce the overall scale F. Less than 60 foot building height G. 75% glazing on first level of building facades facing the public realm along France Ave H. Large setback along France Avenue to provide pedestrian buffer I. Emphasis on the street rooms and pedestrian experience J. Compliance with building material requirements by implementing brick as the primary exterior material K. Enhanced connectivity lessens need for car traffic from neighborhood L. Provides internal vehicular connectivity for the overall site M. Provides a mix of Street Rooms and Street Typologies to better utilize the space between buildings N. Areas designed for the public realm including a 50’ setback along France Ave O. Stormwater treatment as an amenity City of Edina 2040 Comprehensive Plan - Future Land Use Proposed rezoning to Planned Commercial District provides alignment with the City’s long- term Comprehensive Plan goals of Office / Residential for the Southdale Office Center site. City of Edina Development Applications | February 9, 2024FRANCEon 10 NSP EASEMENT TELECOM EASEMENT UTILITY EASEMENT TELECOM EASEMENT EXISTING TREE GROVE AREA OF LOCALIZED FLOODING& WATER TABLE CONCERN AREA OF LOCALIZED FLOODING& WATER TABLE CONCERN AREA OF LOCALIZED FLOODING& WATER TABLE CONCERN AREA OF LOCALIZED FLOODING& WATER TABLE CONCERN 50’ SETBACK1 (BUILDING) 20’ SETBACK3 (PARKING) 30’ SETBACK2 (BUILDING) 50’ SETBACK4 (PARKING STRUCTURE) 24 STALLS 76 STALLS PROPERTY LINE BoA 6800 40 EXISTINGTENANTS FUNCTIONALLYIRRELEVANTFUNCTIONALLY IRRELEVANT6750 TAVERN FRANCE AVE S VALLEY VIEW ROAD W 66TH ST6700 6600 26 EXISTING TENANTSPARKING FOR 6800: 492 STALLS REQ.VIEW TO NEW BLDG ENTRYP A R K I NG F O R 6 6 0 0 : 5 9 6 S T A L L S R E Q .RECIPROCAL EASEMENT AGREEMENTExisting Site Constraints EXISTING SITE CONSTRAINTS SETBACK REQUIREMENTS: 1 Sec. 36-1276. - Setbacks in the Greater Southdale District: a) Front street setbacks on France Avenue between Highway 62 and Minnesota Drive... A 50-foot setback is required from the face of the curb to the face of building. 2 Sec. 36-1276. - Setbacks in the Greater Southdale District: b) Front street setbacks on streets other than France Avenue and York Avenue: A 30-foot setback is required from the face of curb to the face of building. 3 Sec. 36-1316. - Parking & Circulation Setbacks: a) No exposed parking spaces, required stacking spaces or drive aisles shall be located within 20 feet of a public street right-of-way or within ten feet of an interior side lot line or a rear lot line. 4 Sec. 36-1323. - Parking ramps: 2) The front street or side street setback for parking ramps and garages, and other structures, shall be increased to 50 feet when the ramp, garage or structure is located across the street from a property in an R-1 district used for residential purposes. City of Edina Development Applications | February 9, 2024FRANCEon 11 VALLEY VIEW ROAD W 66TH ST6800 TAVERN 6700 6750 BoA 6600 FRANCE AVE S PINCH POINT EXISTING BUILDINGS TO REMAIN PINCH POINTFRANCE AVE SETBACK & CREATION OF INTERNAL N-S CIRCULATORPINCH POINT EXISTING BUILDINGS TO REMAINPINCH POINTPRESERVATION OF EXISTING TREE GROVE& DRAMATIC CHANGE IN GRADE ~ 13’EXISTING INTERNAL CAMPUS CONNECTOR TO REMAIN Existing Site Constraints - Pinch Point EXISTING SITE CONSTRAINTS & PINCH POINT II. Proposed Site Plan P1 R1 O1 City of Edina Development Applications | February 9, 2024FRANCEon 14 1,170 385 966.0’ (88.5’) E5 939.5’ (60’) E1 933.0’ (52’) O1 897.0’ (18’) R1 901.0’ (26’) E6 NOTE: All elevations are measured to the top of building parapets and do not include mechanical screenwalls Existing Parking to Remain Elevation Tags New/Modified Parking | 2 Level Ramp - 228 Stalls 214 New/Modified Parking | 4 Level Ramp - 442 Stalls Total Phase I Parking Stalls MOBRESTAURANTBANK6800 6600 1,555 Total Phase II Parking Stalls1,769 966.0’ 909.5’ 897.0’ 903.5’ XXX.X’ 933.0’ 881.0’ 869.0’ 939.5’ 903.0’ 207 28124 471 69 26 53 39 113 442 44 Building Height Comparison From France Ave. (Min. Required per Zoning - 1/300 Office 1,658 Stalls) (Max. Allowable per Zoning - 1/200 Office 2,251 Stalls) See Page 17 For Additional Parking Metrics PHASE I PHASE II Site Massing SITE MASSING City of Edina Development Applications | February 9, 2024FRANCEon 15 50’ SETBACK1 (BUILDING) 20’ SETBACK3 (PARKING) 30’ SETBACK2 (BUILDING) 50’ SETBACK4 (PARKING STRUCTURE) PROPERTY LINE EXISTING SURFACE PARKING TO REMAIN EXISTING TREE GROVE EXISTING SURFACE PARKING TO REMAIN Removal of Existing Right Out PARCEL 5 PARCEL 4 PARCEL 3 PARCEL 2 PARCEL 1 VALLEY VIEW RD FRANCE AVE S W 66TH STW 69TH STSite Plan 1 Sec. 36-1276. - Setbacks in the Greater Southdale District: a) Front street setbacks on France Avenue between Highway 62 and Minnesota Drive... A 50-foot setback is required from the face of the curb to the face of building. 2 Sec. 36-1276. - Setbacks in the Greater Southdale District: b) Front street setbacks on streets other than France Avenue and York Avenue: A 30-foot setback is required from the face of curb to the face of building. 3 Sec. 36-1316. - Parking & Circulation Setbacks: a) No exposed parking spaces, required stacking spaces or drive aisles shall be located within 20 feet of a public street right-of-way or within ten feet of an interior side lot line or a rear lot line. 4 Sec. 36-1323. - Parking ramps: 2) The front street or side street setback for parking ramps and garages, and other structures, shall be increased to 50 feet when the ramp, garage or structure is located across the street from a property in an R-1 district used for residential purposes. 5 GFA (Gross Floor Area) calculates all floors cumulative area based on the Edina Code of Ordinances definition (Sec. 36-10) which is then used to calculate FAR as well as parking requirements. Under this definition “(GFA) does not include accessory garages, parking ramps, parking garages, areas not enclosed by exterior walls, mechanical rooms, patios, decks, restrooms, elevator shafts or stairwells.”. Existing Buildings To Remain 6600 OFFICE BUILDING 189,982 SF (GFA5) | 6 Stories Incl. Drive In Parking | Height - 60’ From France Ave 6800 OFFICE BUILDING 163,439 SF (GFA5) | 7 Stories Incl. Drive In Parking | Height - 88.5’ From France Ave 6868 BANK 6,822 SF (GFA5) | 1 Story | Height - 26’ From France Ave New Buildings/Structures MEDICAL OFFICE BLDG 107,000 SF (GFA5) | 3 Stories + 1 Level Drive In Parking | Height - 52’ From France Ave RESTAURANT 8,000 SF (GFA5) | 1 Story | Height - 18’ From France Ave PARKING STRUCTURE 4 Levels | Height - 41’ From Valley View O1 R1 P1 E1 E5 E6 SITE PLAN PUBLIC BENEFITS: • Removal of the existing right-out along France Ave, something desired by both the city & county. • Dispersal of trees across the site creates more shade and rain retention for site and parking. • Double row of trees to serve as pedestrian traffic buffer along France Ave. • Greater attention and care to the existing tree grove (new plantings, prunings, and removal of dead trees). • Approximately 90% of the site area encompassing the tree grove on the west side of the site has been preserved with the new proposed project. • 10’ - 12’ wide sidewalks for shared pedestrian and bicycle traffic. • New public sidewalk connector along W 66th St. • New internal east-west public pedestrian connection between 6800 and the new MOB. • Enhanced area water quality by treating approximately 7 acres of land. City of Edina Development Applications | February 9, 2024FRANCEon 16 PROGRAMMED SPACE CODE GSF1 GFA2 STALLS PROGRAM NOTES EXISTING 6600 FRANCE ‐ OFFICE BLDG E1 226,223 189,982 1/ 300 633 City Zoning Requires 1 parking space per 300 SF 6800 FRANCE ‐ OFFICE BLDG E5 209,346 163,439 1/ 300 545 City Zoning Requires 1 parking space per 300 SF 6868 FRANCE ‐ BANK OF AMERICA E6 7,076 6,822 1/ 300 23 City Zoning Requires 1 parking space per 300 SF NEW MEDICAL OFFICE BLDG (MOB)O1 139,577 107,090 1/ 300 357 City Zoning Requires 1 parking space per 300 SF RESTAURANT R1 8,800 8,000 100 City Zoning Requires 1 space per 100 SF + 1 space per employee on major shift (Est. 20 employees) TOTAL PROGRAMMED SPACE/REQ'D PARKING 591,022 475,333 1,658 PARKING PROVIDED 6600 PARKING (Below Building Existing)39 6800 PARKING (Below Building Existing)53 SURFACE PARKING (Existing + New)1,191 Includes re‐striping of area north of BOA ATM MOB PARKING (Below Building)44 STRUCTURED PARKING (Phase I)P1 228 Includes surface parking adjacent to west MOB entry TOTAL PARKING PROVIDED (PHASE I)1,555 STRUCTURED PARKING ( Phase II)P1 217 TOTAL PARKING PROVIDED (PHASE II)1,769 978,858 3 475,333 2 0.486 14,096 4 258,811 4 503,525 4 244,715 (GSF Total Residential to Meet 1.0 FAR) Building Area (GFA) TOTAL FAR Available to Max .5 FAR Before Nonres. Cond. Use (GFA) Available to Max .75 FAR for Nonresidential (GFA) Available to Max 1.0 FAR Incl. Residential (GFA) 4 Based on the Edina Code of Ordinances definition (Sec. 36‐617) PCD‐3 has a maximum allowable FAR of "1.0 of the tract, provided that nonresidential uses may not exceed 0.75". The code goes on to state that "All nonresidential uses that increase the FAR to more than 0.5." are considered conditional uses (Sec. 36‐612) . FAR CALCULATIONS Total Site Area (SF) 6 Stories Above Grade + Mech Penthouse: 12' FTF ~ 60' From France Ave Side 7 Stories Above Grade, 1 Level Drive In + Mech Penthouse: 12' FTF ~ 88.5' From France Ave Side onFRANCE ‐ PROGRAM METRICS 1/19/2024 ‐ SITE PLAN (PCD‐3) BUILDING MIN. PARKING REQ'D RATIO 1 GSF (Gross Square Feet) calculates all floors cumulative area based on the BOMA definition.2 GFA (Gross Floor Area) calculates all floors cumulative area based on the Edina Code of Ordinances definition (Sec. 36‐10) which is then used to calculate FAR as well as parking requirements. Under this definition "(GFA) does not include accessory garages, parking ramps, parking garages, areas not enclosed by exterior walls, mechanical rooms, patios, decks, restrooms, elevator shafts or stairwells.". 3 Total Site Area includes the adjusted site boundary with absorption of the right‐of‐way at the northwest corner of Valley View & W 66th St deeded on 5/5/18. 2 Decks @ 13' FTF ~ 16' From VV Side 2 Additional Decks @ 12' FTF (Total 4 decks) ~ 41' From VV Side BUILDING HEIGHT Under Zoning Required Minimum Parking Meets Zoning Required Minimum and Under Allowed Maximum (1/200 Office = 2,251 Stalls) 1 Story Above Grade: 26' 3 Stories Above Grade, 1 Level Drive In + Mech Penthouse: Level 1 @ 20' FTF + (2)Typical @ 15' FTF = 52' From France Ave Side 1 Story Above Grade: 18' Site Plan Program Metrics PROGRAM METRICS City of Edina Development Applications | February 9, 2024FRANCEon 17 EXISTING NEW VS EXISTING VALLEY VIEW ROAD 6800 TAVERN 6700 6750 BoA FRANCE AVE S VALLEY VIEW RD W 69TH STP1 207 28124 471 69 26 53 39 113 442 44 Building Height Comparison From France Ave. (Min. Required per Zoning - 1/300 Office 1,658 Stalls) (Max. Allowable per Zoning - 1/200 Office 2,251 Stalls) See Page 17 For Additional Parking Metrics PHASE I PHASE II Possible Future Development 200+ Di s p l a c e d P a r ki n g S t all s Parking Metrics - 4-Level Parking Ramp (Future Phase II) Existing to Remain New / Modified Combined Site Total Surface Parking 1,078 Stalls 129 Stalls 1,207 Stalls Structured Parking 92 Stalls 470 Stalls 562 Stalls Total 1,170 Stalls 599 Stalls 1,769 Stalls Minimum Required Parking per Zoning (1/300 Office)1,658 Stalls 111 Stalls over Min. Maximum Allowable Parking per Zoning (1/200 Office)2,251 Stalls (482)Stalls under Max. Parking Metrics - 2-Level Parking Ramp (Current Phase I) Existing to Remain New / Modified Combined Site Total Surface Parking 1,078 Stalls 129 Stalls 1,207 Stalls Structured Parking 92 Stalls 256 Stalls 348 Stalls Total 1,170 Stalls 385 Stalls 1,555 Stalls Minimum Required Parking per Zoning (1/300 Office)1,658 Stalls (103)Stalls under Min. Maximum Allowable Parking per Zoning (1/200 Office)2,251 Stalls (696)Stalls under Max. Future Development Proof of Parking FUTURE DEVELOPMENT PROOF OF PARKING Any possible future development of the parcel’s outlots will displace parking. This zoning application seeks to account for potential future uses of the parcel(s) by entitling for potential future parking needs today. P1 R1 O1 City of Edina Development Applications | February 9, 2024FRANCEon 19 1 E16600 EXISTING OFFICE 6 STORIES HEIGHT 60’-0” 2 4 3 5 ZONING COMPLIANCE PARCEL 1 – Existing 6600 Building I. Principal Uses: Medical Clinics, Offices, Misc. Retail II. Conditional Use Permits: None III. Accessory Uses: None IV. Building Height: 6 stories, 60 feet (see note below) V. Setbacks: Conforming, refer to Site Plans VI. Variance Requests: None VII. Legally Existing Non-Conforming Uses/Structures: A. Office use: 1. Per Sec. 36-612., Article (2) d. The following is a conditional use permitted in the PCD-3 subdistrict: “Offices, except offices allowed as a permitted accessory use.” 2. The zoning classification of the Property has changed since the 6600 Building was built (1973). Office uses were previously allowed under the original PCD-3 zoning (pre-1984) and the subsequent POD Zoning. The project proposes the existing 6600 Building to be a legally existing non-conforming use. B. Building Height: 1. Existing building exceeds Building Height Overlay District: “HOD-4, shall not exceed 4 stories or 48 feet, whichever is less” 2. Zoning Letter from City of Edina to First American Title (February 23, 2016), regarding Setbacks: “The Property is located in Building Height Overlay District-4 (HOD-4). Building height shall be determined by required setbacks, but shall not exceed 4 stories or 48-feet, whichever is less. The buildings that exceed 4 stories or 48 feet are legally existing non-conforming uses/structures.” Zoning Compliance - Parcel 1 City of Edina Development Applications | February 9, 2024FRANCEon 20 2 O1 NEW MOB 3 STORIES + 1 LEVEL DRIVE IN PARKING HEIGHT 52’-0” P1 NEW PARKING RAMP 4 LEVELS HEIGHT 41’-0” MOB EAST ELEVATION13/32" = 1'-0" JLK H G F E D C B A MOB SOUTH ELEVATION23/32" = 1'-0" 43 52 45'-0"4'-0"30'-0"45'-0"4'-0"16'-0"4'-1"12'-6"12'-6"2'-6"LEVEL 03916'-0" LEVEL 02901'-0" LEVEL 01881'-0" T.O. PARAPET933'-0" T.O. MECH SCREEN WALL944'-0" LEVEL 03916'-0" LEVEL 02901'-0" LEVEL 01881'-0" T.O. PARAPET933'-0" T.O. MECH SCREEN WALL944'-0"2'-6"1'-5"2'-0" 1 6 20'-0"154'-0"124'-0" 86'-0"184'-0" LEVEL 03916'-0" LEVEL 02901'-0" MOB WEST ELEVATION13/32" = 1'-0" LEVEL 01881'-0" T.O. PARAPET933'-0" T.O. MECH SCREEN WALL944'-0" LEVEL P1868'-0" CB D E F G H J K LA 13'-0"4'-7"LEVEL 03916'-0" LEVEL 02901'-0" T.O. PARAPET933'-0" T.O. MECH SCREEN WALL944'-0"16'-0"11'-0"2'-7"12'-6"3'-11"15'-0"17'-0"12'-5"34 25 45'-0"4'-0"30'-0"45'-0"4'-0" 6 1 20'-0"184'-0"86'-0" 124'-0"154'-0"* 1 3 5 4 MAGENTA dimensions reflect COMPLIANCE with Zoning Ordinance Sec. 36-618. Special requirements (11) c. “No building façade shall be longer than 200 feet without changing direction by a minimum of 90 degrees. Zoning Compliance & Proposed Variances - Parcel 2 ZONING COMPLIANCE & PROPOSED VARIANCES PARCEL 2 – New Medical Office Building (MOB) and New Parking Ramp I. Principal Use: Medical and Dental Clinics II. Conditional Use Permits: None III. Accessory Uses: Off-street parking facility IV. Building Height: 3 stories, 52 feet (see note below) V. Setbacks: Conforming, refer to Site Plans VI. Special Requirements - Building design and construction: A. Per Sec. 36-618. (11) a. “All new front building façades in the district that face the public realm must have 75 percent transparency (ability to see inside the building) at the ground level.” Refer to East Elevation. B. Per Sec. 36-618. (11) b. “All facades on the first vertical 60 feet of a building (above grade) shall use natural materials (brick, stone) facing the public realm (streets, parks, sidewalks).” Refer to Exterior Materials & Finishes. C. Per Sec. 36-618. (11) c. “No building façade shall be longer than 200 feet without changing direction by a minimum of 90 degrees.” Refer to East and West Elevations. VII. Variance Requests: A. West Facade Transparency: 1. Per Sec. 36-618. Special requirements (11) a. “All new front building façades in the district that face the public realm must have 75 percent transparency (ability to see inside the building) at the ground level.” 2. Project proposes the west façade facing Valley View Rd to have (39 percent) transparency due to the large setback from Valley View and obstructions from the existing trees and new parking ramp limiting views into the ground level. B. Floor-to-Floor Height: 1. Per Sec. 36-618. Special requirements (11) d. “First floors must have a minimum ceiling height of 20 feet.” 2. Project proposes MOB to have floor-to-floor height of 20 feet, with ceilings less than 20 feet. (See ORANGE dimension in Elevations) C. Building Height: 1. Overlay District: “HOD-4, shall not exceed 4 stories or 48 feet, whichever is less” 2. Project proposes new MOB to be 3 stories and 52 feet tall. This height is 8 feet lower than the existing 6600 Building and 36.5 feet lower than 6800 Building. VIII. Legally Existing Non-Conforming Uses/Structures: None MOB WEST ELEVATION Transparency percentage at ground level facing the “Public Realm” to reflect VARIANCE to the zoning requirement (See Zoning Ordinance reference above) Opaque Area Facing “Public Realm” (Green) = 1,768 SF Transparent Area Facing “Public Realm” (Blue) = 1,112 SF Overall Transparency Percentage Facing “Public Realm” = 39% Transparency *Area excluded from Transparency Calculations due to not being considered “Public Realm” because of the adjacent parking structure. MOB EAST ELEVATION Transparency percentage at ground level facing the “Public Realm” to reflect COMPLIANCE with the zoning requirement (See Zoning Ordinance reference above) Opaque Area Facing “Public Realm” (Green) = 1,090 SF Transparent Area Facing “Public Realm” (Blue) = 3,294 SF Overall Transparency Percentage Facing “Public Realm” = 75% Transparency City of Edina Development Applications | February 9, 2024FRANCEon 21 RESTAURANT - NORTH ELEVATION11/8" = 1'-0" RESTAURANT - EAST ELEVATION21/8" = 1'-0"RESTAURANT - WEST ELEVATION31/8" = 1'-0" R2R3R4R5 T.O. PARAPET903'-0" LEVEL P1881'-0" LEVEL P2893'-8" RCRB R6 R1 R2 R3 R4 R5 R6 RARDRCRBRARE 20'-0"18'-0"T.O. PARAPET903'-0"897'-0" 879'-0" 891'-8" LOWER ROOF LEVEL R1 3 R1 NEW RESTAURANT 1 STORY HEIGHT 18’-0” 1 5 2 4 Zoning Compliance & Proposed Variances - Parcel 3 ZONING COMPLIANCE & PROPOSED VARIANCES PARCEL 3 – New Restaurant I. Principal Use: Restaurant II. Conditional Use Permits: None III. Accessory Uses: None IV. Building Height: 1 story, 18 feet V. Setbacks: Conforming, refer to Site Plans VI. Special Requirements: A. Building design and construction: 1. Per Sec. 36-618. Special requirements (11) a. “All new front building façades in the district that face the public realm must have 75 percent transparency (ability to see inside the building) at the ground level.” Refer to Elevation. VII. Variance Requests: A. Floor-to-Floor Height: 1. Per Sec. 36-618. Special requirements (11) d. “First floors must have a minimum ceiling height of 20 feet.” 2. Project proposes Restaurant to have floor to top of parapet height of 18 feet, with ceilings less than 20 feet. (See ORANGE dimension in Elevations) VIII. Legally Existing Non-Conforming Uses/Structures: None RESTAURANT EAST ELEVATION Transparency percentage at ground level facing the “Public Realm” to reflect COMPLIANCE with the zoning requirement (See Zoning Ordinance reference above) Opaque Area Facing “Public Realm” (Green) = 301 SF Transparent Area Facing “Public Realm” (Blue) = 915 SF Overall Transparency Percentage Facing “Public Realm” = 75% Transparency City of Edina Development Applications | February 9, 2024FRANCEon 22 4 3 E56800 EXISTING OFFICE 7 STORIES HEIGHT 88’-6”1 5 2 ZONING COMPLIANCE PARCEL 4 – Existing 6800 Building I. Principal Uses: Offices, Misc. Retail II. Conditional Use Permits: None III. Accessory Uses: None IV. Building Height: 7 stories, 88.5 feet (see note below) V. Setbacks: Conforming, refer to Site Plans (see note below) VI. Variance Requests: None VII. Legally Existing Non-Conforming Uses/Structures: A. Office use: 1. Per Sec. 36-612., Article (2) d. The following is a conditional use permitted in the PCD-3 subdistrict: “Offices, except offices allowed as a permitted accessory use.” 2. The zoning classification of the Property has changed since the 6800 Building was built (1969). Office uses were previously allowed under the original PCD-3 zoning (pre-1984) and the subsequent POD Zoning. The project proposes the existing 6600 Building to be a legally existing non-conforming use. B. Building Height: 1. Existing building exceeds Building Height Overlay District: “HOD-4, shall not exceed 4 stories or 48 feet, whichever is less” 2. Zoning Letter from City of Edina to First American Title (February 23, 2016): “The Property is located in Building Height Overlay District-4 (HOD-4). Building height shall be determined by required setbacks, but shall not exceed 4 stories or 48-feet, whichever is less. The buildings that exceed 4 stories or 48 feet are legally existing non-conforming uses/structures.” C. Setback: 1. Existing building exceeds setback to Valley View. Per Zoning Letter from City of Edina to First American Title (February 23, 2016), “the Property constitutes a legal non-conforming use as to the setback of the 6800 Building.” (354 feet setback from Valley View) Zoning Compliance - Parcel 4 City of Edina Development Applications | February 9, 2024FRANCEon 23 E66868 EXISTING BANK 1 STORY HEIGHT 26’ 2 1 3 5 4 Zoning Compliance - Parcel 5 ZONING COMPLIANCE PARCEL 5 – Existing 6868 Bank I. Principal Uses: Financial Institution II. Conditional Use Permits: None III. Accessory Uses: None IV. Building Height: 1 story, 26 feet V. Setbacks: Conforming, refer to Site Plans (see note below) VI. Variance Requests: None VII. Legally Existing Non-Conforming Uses/Structures: A. Drive-through facilities: 1. Existing bank to remain as is, which includes a previously permitted drive- through facility per 2016 development variance approval. P1 R1 O1 City of Edina Development Applications | February 9, 2024FRANCEon 25 VALLEY VIEW RD FRANCE AVE S W 66TH STW 69TH STSite Connectivity SITE CONNECTIVITY CONNECTION TO WESTERN PROMENADE CONNECTION TO LAKE CORNELIA NEIGHBORHOOD CONNECTION TO ROSLAND PARK CONNECTION TO POINT OF FRANCE CONNECTION TO SOUTHDALE CENTER CONNECTION TO SOUTHDALE CENTER PRIMARY VEHICULAR CIRCULATION PRIMARY PEDESTRIAN/BIKE CIRCULATION SECONDARY PEDESTRIAN/BIKE CIRCULATION BIKE RACKS NEW W 66TH ST PEDESTRIAN/BIKE CONNECTOR PEDESTRIAN ENTRY INTERNAL CAMPUS CIRCULATOR NOTE REMOVAL OF EXISTING RIGHT-OUT City of Edina Development Applications | February 9, 2024FRANCEon 26Sustainability Strategies DESIGN WITH THE ENVIRONMENT IN MIND SITE • Incorporation of the City’s more aggressive FUTURE Tree Ordinance prior to its actual adoption into commercial code. This includes the individual categorization of Heritage and Protected trees and replacement quantities and strategies for those displaced by the new project work. This project includes a large amount of reforestation of the site. • Approximately 90% of the site area encompassing the tree grove on the west side of the site has been preserved with the new proposed project. • Landscape species selection including native tree species and pollinator habitats. • Reduction of turf grass areas by including more native grasses and plantings to minimize irrigation and maintenance needs. • Providing stormwater management treatment to 6.88 acres that was previously untreated at the 21.69-acre site (entire lot minus BOA). The treatment meets the City of Edina and Nine Mile Creek Watershed District requirements for volume, rate, and water quality. The treatment will include an abstraction volume of 27,748 CF that will infiltrate in our surface and underground BMPs. • Bicycle friendly connections throughout the site and bike parking near the new buildings to encourage bicycle commuting. BUILDINGS • Preserving and enhancing the value of the relevant existing structures and the recent investments in the 6600 and 6800 buildings that prolong the expected lifespan of these 60+ year old buildings. • Demolition of the existing poorly performing 6700, 6750 and Restaurant structures to make way for new buildings designed to be far more energy efficient. • EV charging station locations situated on site near the new primary building entrances to encourage electric vehicle commuting. • Through the design process, working with Xcel Energy and their Energy Design Assistance (EDA) program to maximize energy efficiency and use reduction. • Requested zoning variances aimed at improving energy performance by reducing Ground Level ceiling height and West Façade transparency. In addition to aligning better with Edina’s goals, these variances are more congruous with medical office building & restaurant design requirements. • Greatly enhanced ADA Accessibility throughout the buildings and the site while demolishing the existing 6700 & 6750 buildings that do not offer clear accessibility. • Participation in a construction recycling program in which much of the demolished debris will stay on site and be re-purposed, while some primary building materials like steel will be recycled.Existing Poorly Performing 6700 Office Building vs New Energy Efficient Medical Office Building P1 R1 O1 III. Landscape Plan P1 R1 O1 City of Edina Development Applications | February 9, 2024FRANCEon 30 HILLTOP PLAZA ON-GRADE PARKING FRANCE AVENUE S VALLEY VIEW RD WEST PASSAGE MOB ENTRY RESTAURANT PATIO STREET ROOM POCKET PARK & STORMWATER GARDEN BOULEVARD PATH LANDSCAPE PLAN Illustrated Landscape Plan PROJECT SCOPE BOUNDARY PROGRAMMED SPACE BETWEEN BUILDINGS PROGRAMMED SPACE BETWEEN BUILDINGS City of Edina Development Applications | February 9, 2024FRANCEon 31 VALLEY VIEW RD FRANCE AVE S W 66TH ST1 1 43 2 5 2 3 4 5 RESTAURANT PATIO: SOCIAL HUB Note: images shown are precedent examples of the type of experience planned for these spaces and not actual images of the project being proposed STORMWATER GARDEN: DYNAMIC LANDSCAPE DISPLAYHILLTOP PLAZA: RESTFUL SPACE AT THE FOREST EDGE STREET ROOM: POCKET PARK AND CONNECTOR FRANCE AVE BOULEVARD: MOVEMENT AND RECREATION Landscape Design Experience Imagery LANDSCAPE DESIGN EXPERIENCE City of Edina Development Applications | February 9, 2024FRANCEon 32870.3xxX X1011041021035"CRAB1123"ELM3"ELM3"ELM3"LILAC 3"LILAC3"LILAC3"LILAC3"LI LAC3"LILAC14"MPL13"MPL12"MPL12"MPL13"MPL11"MPL3"ELM3"ELM8"CRAB8"CRAB8"CRAB14"CRAB12"CRAB15"CRAB14314614514720"ASH12"PEP4-3"CRAB4-3"C RAB 5-2"CRAB11"CRAB3-8"CRAB6-4"CRAB9"CRAB6"CRAB6"CRAB4"CRAB4"CRAB1064-6"CRAB7"CRAB3-4"CRAB5-2"CRAB1271301321315"CRAB4-4"CRAB12912828"ASH 21"ASH (5-9)-(1-2")ARB12011911811511411322"ASH20"ASH21"ASH21"ASH21"ASH18"ASH15"CRAB12"CRAB12"CRAB21"CRAB12"CRAB12"CRAB9"CRAB8"CRAB8"CRAB8"CRAB8"CRAB15"CRAB18318218121"ASH15"WIL 16816716616516418"COT1634"ASH1606"TR1615"ASH16215815912"WIL179180 1751741761731721571551561872262252242222231841886"ELM5"ASH2-7"ASH5"ASH4"ELM2-8"ELM1962001992011981974"ASH206204203105169AM UR M PL AMUR MPLAMUR MPLAMUR MPLAMUR MPLAMUR MPLAMUR MPLARBARBARBARBARBARBARBARBARBARBARBARBARBARBARB18518617117017817788TRAFFIC SIGNAL EASEMENT PERDOC. NO. 1449867TRAFFIC SIGNALEASEMENT PERDOC. NO. 1449867TRAFFIC SIGNALEASEMENT PERDOC. NO. 1449867 HDALE FIRST ADDITIONLE 880 880 880 88088 0 880885 88 0 880875880880875880875 8 7587088086 5865865 871 871871 872869869 881 881 882 8 882 882 881881 868 867 871 872 871 871 869 868 867 866867868869867869 868 8678668648638678688698 71 87 2 873874 8 76 877 87 8 879881 882 87787 7879878877876874873872871869868867 868869 869873874871 872876871871 8698698738748718728 76 877871 874 873 8728718 71 8 71 8728738748768778788798818828778788798828828 81882 881882 882 881 879878877 87 6 881881879878882883884884 883882879 881 877LEGEND PROTECTED/HERITAGE TREE NON-PROTECTED TREE Tree Plan TREE PLAN TREE REMOVAL CALCULATIONS This plan incorporates the City’s more aggressive FUTURE Tree Ordinance prior to its actual adoption into commercial code. This includes the individual categorization of Heritage and Protected trees and replacement quantities and strategies for those displaced by the new project work. TOTAL HERITAGE TREES REMOVED 12 Trees TOTAL PROTECTED TREES REMOVED: 30 Trees VOLUNTARY REPLACEMENT TREES: 96 Deciduous Trees 30 Coniferous Trees 126 Total Trees MINIMUM TREE PLANTING REQUIREMENT 112 Over-Story Trees Existing trees can be counted as credit for this requirement. There should be at least 112 qualifying trees on site, so no additional trees should be required to satisfy this item. IV. Architectural Design Concept City of Edina Development Applications | February 9, 2024FRANCEon 34 ARCHITECTURAL NARRATIVE The massing of the building honors the intent of the Greater Southdale Design Experience Guidelines by reinforcing the connection to the public realm at the ground level. An elevated first floor height and increased transparency in tandem with the enhanced landscape and public space along France Ave foster a connection to the surrounding community. The design of the upper floors of the Medical Office Building both connect to and compliment the palette of the existing campus. In addition the white brick material selection reinforces a connection to the nearby Southdale Medical Campus The façade is made up of accent elements and a fenestration pattern that creates a composition both pragmatic and unique, allowing visibility and flexibility for the multi-tenant medical office users. The incorporation of this vertical facade texture takes cues from the existing 6600 & 6800 context buildings to reinforce a cohesive campus. Architectural Narrative City of Edina Development Applications | February 9, 2024FRANCEon 35Exterior Materials & Finishes EXTERIOR MATERIALS & FINISHES THBR-1, FBR-2 - THIN & FACE BRICK Color: White/Cream Use: MOB Upper Levels & Restaurant Primary Material Thin Brick Over Precast (APC-1) Backup FBR-1 - FACE BRICK Color: Dark Grey Use: MOB Lower Level & Restaurant Accent Material MP-1, MP-4 - METAL PANEL Color: Extra Dark Bronze Use: MOB, Restaurant & Ramp Accent Material DEC MET-5 - DECORATIVE ALUMINUM EXTRUSIONS Color: Extra Dark Bronze Use: Ramp Accent Material APC-1 - ARCHITECTURAL PRECAST CONCRETE Color: To Match THBR-1 Mortar Use: MOB & Restaurant Structural & Accent Material APC-2 - ARCHITECTURAL PRECAST CONCRETE Color: Integrally Colored To Match FBR-1 Use: MOB & Ramp Structural & Accent Material EXPOSED CAST-IN-PLACE CONCRETE Color: Typ Concrete Mix Color (Grey) Use: Ramp Base, Structural & Accent Material AFS-1, CW-1 - ALUMINUM FRAMING SYSTEM & CURTAINWALL Color: Extra Dark Bronze Use: MOB & Restaurant Glazing GL-21, GL-22 - VISION GLASS Color: Bronze Tint Use: MOB & Restaurant Glazing GL-41 - SPANDREL GLASS Color: Bronze Tint Use: MOB & Restaurant Glazing MP-3 - METAL PANEL Color: Wood-Look Use: MOB & Restaurant Accent Material MP-2, MP-5, MP-6 - METAL PANEL Color: To Match THBR-1 Use: MOB & Restaurant Accent Material See Renderings & Elevations for Material Locations City of Edina Development Applications | February 9, 2024FRANCEon 36Southeast View of Medical Office Building THBR-1 FBR-1 AFS-1, CW-1 GL-21 GL-41 MP-1 See Page 35 For Material Information City of Edina Development Applications | February 9, 2024FRANCEon 37Medical Office Building - Floor Plans 1” = 20’ OVERALL LEVEL ONE FLOOR PLAN 1” = 20’ OVERALL LOWER LEVEL FLOOR PLAN OPEN AIR MECHANICAL YARD BELOW GRADE PARKING UNEXCAVATED TENANT SPACE TENANT SPACE TENANT SPACE LOBBY UNEXCAVATEDPARKING STRUCTURE LINK LINK City of Edina Development Applications | February 9, 2024FRANCEon 38Medical Office Building - Floor Plans 1” = 20’ OVERALL LEVEL TWO FLOOR PLAN 1” = 20’ OVERALL LEVEL THREE FLOOR PLAN TENANT SPACE LOBBY TENANT SPACE LOBBY City of Edina Development Applications | February 9, 2024FRANCEon 39 MOB EAST ELEVATION13/32" = 1'-0" JLK H G F E D C B A MOB SOUTH ELEVATION23/32" = 1'-0" 43 52 16'-0"4'-1"12'-6"12'-6"2'-6"LEVEL 03916'-0" LEVEL 02901'-0" LEVEL 01881'-0" T.O. PARAPET933'-0" T.O. MECH SCREEN WALL944'-0" LEVEL 03916'-0" LEVEL 02901'-0" LEVEL 01881'-0" T.O. PARAPET933'-0" T.O. MECH SCREEN WALL944'-0"4'-1"16'-0"3'-11"12'-6"2'-6"12'-6"2'-6"2'-6"1'-5"1 6 56'-6" 132'-0" 86'-0" 124'-0"52'-0"LEVEL 03916'-0" LEVEL 02901'-0" MOB WEST ELEVATION13/32" = 1'-0" LEVEL 01881'-0" T.O. PARAPET933'-0" T.O. MECH SCREEN WALL944'-0" CB D E F G H J K LA MOB NORTH ELEVATION23/32" = 1'-0" LEVEL 03916'-0" LEVEL 02901'-0" LEVEL 01881'-0" T.O. PARAPET933'-0" T.O. MECH SCREEN WALL944'-0" 34 256 1 184'-0" MOB EAST ELEVATION13/32" = 1'-0" JLK H G F E D C B A MOB SOUTH ELEVATION23/32" = 1'-0" 43 52 16'-0"4'-1"12'-6"12'-6"2'-6"LEVEL 03916'-0" LEVEL 02901'-0" LEVEL 01881'-0" T.O. PARAPET933'-0" T.O. MECH SCREEN WALL944'-0" LEVEL 03916'-0" LEVEL 02901'-0" LEVEL 01881'-0" T.O. PARAPET933'-0" T.O. MECH SCREEN WALL944'-0"4'-1"16'-0"3'-11"12'-6"2'-6"12'-6"2'-6"2'-6"1'-5"1 6 56'-6" 132'-0" 86'-0" 124'-0"52'-0"LEVEL 03916'-0" LEVEL 02901'-0" MOB WEST ELEVATION13/32" = 1'-0" LEVEL 01881'-0" T.O. PARAPET933'-0" T.O. MECH SCREEN WALL944'-0" CB D E F G H J K LA MOB NORTH ELEVATION23/32" = 1'-0" LEVEL 03916'-0" LEVEL 02901'-0" LEVEL 01881'-0" T.O. PARAPET933'-0" T.O. MECH SCREEN WALL944'-0" 34 256 1 184'-0" Medical Office Building - Elevations 1/32” = 1’-0” MOB WEST ELEVATION 1/32” = 1’-0”MOB EAST ELEVATION 1/32” = 1’-0”MOB NORTH ELEVATION 1/32” = 1’-0” MOB SOUTH ELEVATION MP-1 APC-1 CW-1 DROP-OFF CANOPY CANOPY GL-41 CW-1 MP-4 FBR-1 CONNECTOR LINK MP-6 MOB EAST ELEVATION13/32" = 1'-0" JLK H G F E D C B A MOB SOUTH ELEVATION23/32" = 1'-0" 43 52 16'-0"4'-1"12'-6"12'-6"2'-6"LEVEL 03916'-0" LEVEL 02901'-0" LEVEL 01881'-0" T.O. PARAPET933'-0" T.O. MECH SCREEN WALL944'-0" LEVEL 03916'-0" LEVEL 02901'-0" LEVEL 01881'-0" T.O. PARAPET933'-0" T.O. MECH SCREEN WALL944'-0"4'-1"16'-0"3'-11"12'-6"2'-6"12'-6"2'-6"2'-6"1'-5"1 6 81'-6" 132'-0" 86'-0" 161'-6"52'-0"MP-1 GL-41 CW-1 APC-1 CW-1 GL-41 MP-3 SOFFITFBR-1 CW-1, MULLION EXTENSION ON OUTER FRAME W/ HORIZONTAL SSG, TYP. CONNECTOR LINK GL-41 MP-4 MP-6 OVERHEAD DOOREXTERIOR DOOR MP-2 SOFFIT PORTION OF PARKING STRUCTURE BELOW GRADE FBR-1 DROP-OFF CANOPY MP-1 APC-1 CW-1 GL-41 MP-4 FBR-1 MP-1 APC-1 CW-1 DROP-OFF CANOPY GL-41 CW-1 MP-4 FBR-1 FRB-1 MP-6 CW-1MP-4 MP-3 SOFFIT GL-41 CW-1 MP-6 MOB EAST ELEVATION13/32" = 1'-0" JLKHG F E D C B A MOB SOUTH ELEVATION23/32" = 1'-0" 43 52 16'-0"4'-1"12'-6"12'-6"2'-6"LEVEL 03916'-0" LEVEL 02901'-0" LEVEL 01881'-0" T.O. PARAPET933'-0" T.O. MECH SCREEN WALL944'-0" LEVEL 03916'-0" LEVEL 02901'-0" LEVEL 01881'-0" T.O. PARAPET933'-0" T.O. MECH SCREEN WALL944'-0"4'-1"16'-0"3'-11"12'-6"2'-6"12'-6"2'-6"2'-6"1'-5"1 6 81'-6" 132'-0" 86'-0" 161'-6"52'-0"SIGNAGE MOB EAST ELEVATION13/32" = 1'-0" JLK H G F E D C B A MOB SOUTH ELEVATION23/32" = 1'-0" 43 52 16'-0"4'-1"12'-6"12'-6"2'-6"LEVEL 03916'-0" LEVEL 02901'-0" LEVEL 01881'-0" T.O. PARAPET933'-0" T.O. MECH SCREEN WALL944'-0" LEVEL 03916'-0" LEVEL 02901'-0" LEVEL 01881'-0" T.O. PARAPET933'-0" T.O. MECH SCREEN WALL944'-0"4'-1"16'-0"3'-11"12'-6"2'-6"12'-6"2'-6"2'-6"1'-5"1 6 81'-6" 132'-0" 86'-0" 161'-6"52'-0"SIGNAGE MOB EAST ELEVATION13/32" = 1'-0"JLK H G F E D C B A MOB SOUTH ELEVATION23/32" = 1'-0" 43 52 16'-0"4'-1"12'-6"12'-6"2'-6"LEVEL 03916'-0"LEVEL 02901'-0"LEVEL 01881'-0"T.O. PARAPET933'-0"T.O. MECH SCREEN WALL944'-0" LEVEL 03916'-0" LEVEL 02901'-0" LEVEL 01881'-0" T.O. PARAPET933'-0" T.O. MECH SCREEN WALL944'-0"4'-1"16'-0"3'-11"12'-6"2'-6"12'-6"2'-6"2'-6"1'-5"1 6 81'-6" 132'-0" 86'-0"161'-6"52'-0"MP-4 City of Edina Development Applications | February 9, 2024FRANCEon 40 APC-1APC-2 View of West Entry to Medical Office Building & West Parking Structure FBR-1 AFS-1, CW-1 GL-21MP-1 MP-3 GL-41THBR-1 See Page 35 For Material Information City of Edina Development Applications | February 9, 2024FRANCEon 41Parking Structure - Floor Plans 1” = 20’OVERALL PARKING GARAGE LOWER LEVEL FLOOR PLAN 1” = 20’OVERALL PARKING GARAGE LEVEL ONE FLOOR PLAN MOB DROP-OFF EL. 881’-0” PARKING STRUCTURE ENTRY EL. 868’-0” MOB ENTRY MOB EXTERIOR WALKWAY City of Edina Development Applications | February 9, 2024FRANCEon 42Parking Structure - Floor Plans 1” = 20’OVERALL PARKING GARAGE LEVEL TWO FLOOR PLAN 1” = 20’OVERALL PARKING GARAGE LEVEL THREE FLOOR PLAN MOB ROOF BELOW ROOF BELOW MOB ROOF BELOW ROOF BELOW City of Edina Development Applications | February 9, 2024FRANCEon 43 PARKING STRUCTURE - EAST ELEVATION23/32" = 1'-0" PARKING STRUCTURE - WEST ELEVATION13/32" = 1'-0" PARKING STRUCTURE - NORTH ELEVATION43/32" = 1'-0" PARKING STRUCTURE - NORTH ELEVATION33/32" = 1'-0" H NLKJHG GNJKLN P12P11P10P9P9P8P7P6P5P1P4P3P2 P1P2P3P9P4P5P6P7P8P12P9P10P11 LEVEL 03906'-0" LEVEL P2894'-0" T.O. PARAPET919'-4" LEVEL P1881'-0" LEVEL PL868'-0" T.O. PARAPET919'-4" LEVEL P1881'-0" LEVEL PL868'-0" LEVEL 03906'-0" LEVEL P2894'-0" LEVEL P1881'-0" LEVEL PL868'-0" LEVEL 03906'-0" LEVEL P2894'-0" T.O. PARAPET919'-4" LEVEL P1881'-0" LEVEL PL868'-0" LEVEL 03906'-0" LEVEL P2894'-0" T.O. PARAPET919'-4"35'-0"28'-6"38'-4"9'-10"35'-8"39'-10"151'-0" 287'-4" PARKING STRUCTURE - EAST ELEVATION23/32" = 1'-0" PARKING STRUCTURE - WEST ELEVATION13/32" = 1'-0" PARKING STRUCTURE - NORTH ELEVATION43/32" = 1'-0" PARKING STRUCTURE - NORTH ELEVATION33/32" = 1'-0" H NLKJHG GNJKLN P12P11P10P9P9P8P7P6P5P1P4P3P2 P1P2P3P9P4P5P6P7P8P12P9P10P11 LEVEL 03906'-0" LEVEL P2894'-0" T.O. PARAPET919'-4" LEVEL P1881'-0" LEVEL PL868'-0" T.O. PARAPET919'-4" LEVEL P1881'-0" LEVEL PL868'-0" LEVEL 03906'-0" LEVEL P2894'-0" LEVEL P1881'-0" LEVEL PL868'-0" LEVEL 03906'-0" LEVEL P2894'-0" T.O. PARAPET919'-4" LEVEL P1881'-0" LEVEL PL868'-0" LEVEL 03906'-0" LEVEL P2894'-0" T.O. PARAPET919'-4"35'-0"28'-6"38'-4"9'-10"35'-8"39'-10"151'-0" 287'-4" PARKING STRUCTURE - EAST ELEVATION23/32" = 1'-0" PARKING STRUCTURE - WEST ELEVATION13/32" = 1'-0" PARKING STRUCTURE - NORTH ELEVATION43/32" = 1'-0" PARKING STRUCTURE - NORTH ELEVATION33/32" = 1'-0" H NLKJHG GNJKLN P12P11P10P9P9P8P7P6P5P1P4P3P2 P1P2P3P9P4P5P6P7P8P12P9P10P11 LEVEL 03906'-0" LEVEL P2894'-0" T.O. PARAPET919'-4" LEVEL P1881'-0" LEVEL PL868'-0" T.O. PARAPET919'-4" LEVEL P1881'-0" LEVEL PL868'-0" LEVEL 03906'-0" LEVEL P2894'-0" LEVEL P1881'-0" LEVEL PL868'-0" LEVEL 03906'-0" LEVEL P2894'-0" T.O. PARAPET919'-4" LEVEL P1881'-0" LEVEL PL868'-0" LEVEL 03906'-0" LEVEL P2894'-0" T.O. PARAPET919'-4"35'-0"28'-6"38'-4"9'-10"35'-8"39'-10"151'-0" 287'-4" PARKING STRUCTURE - EAST ELEVATION23/32" = 1'-0" PARKING STRUCTURE - WEST ELEVATION13/32" = 1'-0" PARKING STRUCTURE - NORTH ELEVATION43/32" = 1'-0" PARKING STRUCTURE - NORTH ELEVATION33/32" = 1'-0" H NLKJHG GNJKLN P12P11P10P9P9P8P7P6P5P1P4P3P2 P1P2P3P9P4P5P6P7P8P12P9P10P11 LEVEL 03906'-0" LEVEL P2894'-0" T.O. PARAPET919'-4" LEVEL P1881'-0" LEVEL PL868'-0" T.O. PARAPET919'-4" LEVEL P1881'-0" LEVEL PL868'-0" LEVEL 03906'-0" LEVEL P2894'-0" LEVEL P1881'-0" LEVEL PL868'-0" LEVEL 03906'-0" LEVEL P2894'-0" T.O. PARAPET919'-4" LEVEL P1881'-0" LEVEL PL868'-0" LEVEL 03906'-0" LEVEL P2894'-0" T.O. PARAPET919'-4"35'-0"28'-6"38'-4"9'-10"35'-8"39'-10"151'-0" 287'-4" MP-2 SOFFIT MP-4 APC-2 CW-1 CW-1 APC-2 W/ REVEALS EXPOSED CAST-IN-PLACE CONCRETE APC-2DEC MET-5 APC-2 W/ REVEALS EXPOSED CAST-IN-PLACE CONCRETE APC-2 CW-1 MP-4 CW-1 MP-4EXPOSED CAST-IN-PLACE CONCRETE APC-2 W/ REVEALS EXPOSED CAST-IN-PLACE CONCRETE APC-2 W/ REVEALSCW-1 APC-2 GL-41 MP-4 CW-1 MP-4EXPOSED CAST-IN-PLACE CONCRETE DEC MET-5APC-2 W/ REVEALS EXPOSED CAST-IN-PLACE CONCRETE METAL GATES FOR SNOW REMOVAL CW-1 MP-4 CW-1 Parking Structure - Elevations 1/32” = 1’-0”PARKING STRUCTURE - EAST ELEVATION 1/32” = 1’-0”PARKING STRUCTURE - WEST ELEVATION 1/32” = 1’-0” PARKING STRUCTURE - NORTH ELEVATION 1/32” = 1’-0”PARKING STRUCTURE - SOUTH ELEVATION City of Edina Development Applications | February 9, 2024FRANCEon 44View of Restaurant From Southeast FBR-2 FBR-1 AFS-1, CW-1 GL-22MP-5 MP-3 See Page 35 For Material Information City of Edina Development Applications | February 9, 2024FRANCEon 45Restaurant - Floor Plans 1” = 20’ OVERALL - RESTAURANT LEVEL ONE FLOOR PLAN KITCHEN MEN’S DINING WOMEN’S OPEN AIR TRASH ENCLOSUREOUTSIDE DINING City of Edina Development Applications | February 9, 2024FRANCEon 46RESTAURANT - SOUTH ELEVATION41/8" = 1'-0" RESTAURANT - NORTH ELEVATION11/8" = 1'-0" RESTAURANT - EAST ELEVATION21/8" = 1'-0"RESTAURANT - WEST ELEVATION31/8" = 1'-0" T.O. PARAPET897'-0" LEVEL R1879'-0" LOWER ROOF891'-8" R1R2R3R4R5 10'-0"RDRCRB R6 R1 R2 R3 R4 R5 R6 RA RERDRCRBRARE12'-8"18'-0"12'-8"18'-0"12'-8"18'-0"12'-8"18'-0"105'-0" 128'-6" 50'-10" 76'-0" T.O. PARAPET897'-0" LEVEL R1879'-0" LOWER ROOF891'-8" T.O. PARAPET897'-0" LEVEL R1879'-0" LOWER ROOF891'-8" CW-1 FBR-2 MP-5 MP-3 SOFFIT CW-1 FBR-1 RESTAURANT - SOUTH ELEVATION41/8" = 1'-0" RESTAURANT - NORTH ELEVATION11/8" = 1'-0" RESTAURANT - EAST ELEVATION21/8" = 1'-0"RESTAURANT - WEST ELEVATION31/8" = 1'-0" T.O. PARAPET897'-0" LEVEL R1879'-0" LOWER ROOF891'-8" R1R2R3R4R5 10'-0"RDRCRB R6 R1 R2 R3 R4 R5 R6 RA RERDRCRBRARE12'-8"18'-0"12'-8"18'-0"12'-8"18'-0"12'-8"18'-0"105'-0" 128'-6" 50'-10" 76'-0" T.O. PARAPET897'-0" LEVEL R1879'-0" LOWER ROOF891'-8" T.O. PARAPET897'-0" LEVEL R1879'-0" LOWER ROOF891'-8" RESTAURANT - SOUTH ELEVATION41/8" = 1'-0" RESTAURANT - NORTH ELEVATION11/8" = 1'-0" RESTAURANT - EAST ELEVATION21/8" = 1'-0"RESTAURANT - WEST ELEVATION31/8" = 1'-0" T.O. PARAPET897'-0" LEVEL R1879'-0" LOWER ROOF891'-8" R1R2R3R4R5 10'-0"RDRCRB R6 R1 R2 R3 R4 R5 R6 RA RERDRCRBRARE12'-8"18'-0"12'-8"18'-0"12'-8"18'-0"12'-8"18'-0"105'-0" 128'-6" 50'-10" 76'-0" T.O. PARAPET897'-0" LEVEL R1879'-0" LOWER ROOF891'-8" T.O. PARAPET897'-0" LEVEL R1879'-0" LOWER ROOF891'-8" Restaurant - Elevations 1” = 20’ RESTAURANT - NORTH ELEVATION 1” = 20’ RESTAURANT - EAST ELEVATION 1” = 20’ RESTAURANT - WEST ELEVATION 1” = 20’ RESTAURANT - SOUTH ELEVATION CW-1EXTERIOR BAR W/ SHUTTERFBR-2CW-1 FBR-1 FBR-1 MP-3 FBR-2 CW-1 W/ GL-22 CW-1 W/ GL-22 MP-5 FBR-2 CW-1 FBR-2 FBR-1 FBR-2 CW-1 W/ GL-22 CW-1MP-3 MP-5 MP-3 SOFFIT V. Technical Drawings City of Edina Development Applications | February 9, 2024FRANCEon 48Alta Survey City of Edina Development Applications | February 9, 2024FRANCEon 49Site Survey - Partial Plan City of Edina Development Applications | February 9, 2024FRANCEon 50Site Survey - Partial Plan City of Edina Development Applications | February 9, 2024FRANCEon 51Site Survey - Partial Plan City of Edina Development Applications | February 9, 2024FRANCEon 52Tree Inventory City of Edina Development Applications | February 9, 2024FRANCEon 53Preliminary Plat City of Edina Development Applications | February 9, 2024FRANCEon 54 MN HWY 62 FRANCE AVE SVALLEY VIEW RDW 66TH ST W 70TH ST SOUTHDALE CENTER PROJECTLOCATION C COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. .(<3/$1 )5$1&($9(6(',1$01 +*$&200,66,21180%(5 1257+7+675((768,7(0,11($32/,60,11(627$7(/(3+21( 0$3 127( 5(1'(5,1*127)25&216758&7,2186( MEDICAL OFFICE BUILDING PARKING RAMP RESTAURANT 1/17/2024 2:50:57 PM* )5$1&($9(6(',1$01 6+((7,1'(; NUMBER SHEET NAME1-GENERALG000 COVER SHEET2-CIVILC000 COVER SHEETC100 GENERAL NOTESC200 OVERALL DEMO PLANC201 DEMO PLANC300 EROSION AND SEDIMENT CONTROL PLAN - PHASE 1C301 EROSION AND SEDIMENT CONTROL PLAN - PHASE 2C302 EROSION AND SEDIMENT CONTROL DETAILSC400 OVERALL SITE PLANC401 SITE PLANC402 SITE DETAILSC500 OVERALL GRADING AND DRAINAGE PLANC501 GRADING AND DRAINAGE PLANC502 GRADING ADA DETAILSC600 OVERALL UTILITY PLANC601 UTILITY PLANC602 UTILITY DETAILSC603 UTILITY DETAILSC604 UTILITY DETAILS3-SURVEY1 ALTA/MSPS LAND TITLE SURVEY2SITE SURVEY3SITE SURVEY4SITE SURVEY5TREE SURVEY4-PLAT01 PRELIMINARY PLAT6-LANDSCAPEL100 TREE PROTECTION PLANL101TREE DEMOLITION PLANL200OVERALL LANDSCAPE PLANL210ENLARGED LAYOUT & MATERIALS PLAN - AREA AL211ENLARGED LAYOUT & MATERIALS PLAN - AREA BL220LAYOUT & MATERIAL DETAILSL410ENLARGED PLANTING PLANS - AREA AL411ENLARGED PLANTING PLANS - AREA BL510IRRIGATION PLAN - AREA AL511IRRIGATION PLAN - AREA B8-ARCHITECTURALA200OVERALL FLOOR PLAN - LOWER LEVELA201OVERALL FLOOR PLAN - LEVEL 01A202OVERALL FLOOR PLAN - LEVEL 02A203OVERALL FLOOR PLAN - LEVEL 03Grand total: 39 02/09/2024 G000 - Cover Sheet and Index City of Edina Development Applications | February 9, 2024FRANCEon 55C000 - Cover Sheet KH PROJECT NO: DATE: NO DESCRIPTION DATE 6700 FRANCE AVE SEDINA, MN 55435 NOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. ISSUANCE HISTORY - THIS SHEET DEVELOPMENTAPPLICATIONS FEBRUARY 9, 2024 160570035 S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASanJose-44931961.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAAlexandria-44931957.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASantaMonica-44931945.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASanFrancisco-44931947.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASacramento-44931949.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGARochester-44931951.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAMinneapolis-44931953.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAMilwaukee-44931955.png KEYPLAN MOB PARKINGRAMP RESTAURANT NAME:DATE:REGISTRATION NUMBER: I HEREBY CERTIFY THAT THIS PLAN, THE LAWS OF THE STATE OF MINNESOTA I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN, NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED CIVIL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA NAME:DATE:REGISTRATION NUMBER: S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGABoston-44931963.png MEDICALOFFICEBUILDING Wildamere Capital Management6800 France Ave S #550Edina, MN 55435 Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435 Kimley-Horn767 N Eustis St #100St Paul, MN 55114 VICINITYN.T.S.SITE EDINA, HENNEPIN COUNTY, MN 1.CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITE MATCHWHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIOR TO CONSTRUCTION.2.IF REPRODUCED, THE SCALES SHOWN ON THESE PLANS ARE BASED ON A ARCH full bleed E(36.00 x 48.00 Inches) SHEET.3.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/ORUTILITY SERVICES COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDINGPOSSESSION AND THE FINAL CONNECTION OF SERVICES.4.ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES,AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. NOTES: LANDSCAPE ARCHITECTHGA420 NORTH 5TH STREET, SUITE 100MINNEAPOLIS, MN 55401TELEPHONE: GEOTECHNICAL ENGINEERHAUGO GEOTECHNICAL SERVICES2825 CEDAR AVENUE SOUTHMINNEAPOLIS, MN 55407CONTACT: PAUL GIONFRIDDOTELEPHONE: (612) 729-2959 PROJECT TEAM: SURVEYORSUNDE LAND SURVEYING9001 E BLOOMINGOTN FWY, SUITE 118BLOOMINGTON, MN 55420CONTACT: ARLEE CARLSON, PLSTELEPHONE: (952) 886-3118 ENGINEERKIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: THOMAS J. LINCOLN767 EUSTIS STREET, SUITE 100ST. PAUL, MN 55114TELEPHONE (651) 645-4197 CONTRACTORPCL CONSTRUCTION SERVICESCONTACT: CHRIS HAUCK OnFrance Medical Office Building FORDEVELOPMENT PLAN APPLICATION ARCHITECTHGA420 NORTH 5TH STREET, SUITE 100MINNEAPOLIS, MN 55401TELEPHONE: (612) 758-4000CONTACT: DAVID LITTLECONTACT: AARON MULLINSCONTACT: JASON VANSELOW CROSSTOWN HWY W 66TH STFRANCE AVE S VA L L E Y V I E W RD W 70TH ST COVER SHEET C000 CLIENTWILDAMERE CAPITAL MANAGEMENT6800 FRANCE AVENUE, #555EDINA, MN 55435TELEPHONE: (952) 746-3400CONTACT: SHAWN SMITH INDIRECT CLIENTOLYMPUS VENTURES LLC6600 FRANCE AVENUE, #550EDINA, MN 55435TELEPHONE: (952) 324-8900CLIENT: BRIAN HOBBINS 6700 FRANCE AVE SOUTH, Sheet List Table Sheet Number Sheet Title C000 COVER SHEET C100 GENERAL NOTES C200 OVERALL DEMO PLAN C201 DEMO PLAN C300 EROSION AND SEDIMENT CONTROL PLAN - PHASE 1 C301 EROSION AND SEDIMENT CONTROL PLAN - PHASE 2 C302 EROSION AND SEDIMENT CONTROL DETAILS C400 OVERALL SITE PLAN C401 SITE PLAN C402 SITE PLAN C403 SITE DETAILS C404 SITE DETAILS C405 SITE DETAILS C500 OVERALL GRADING AND DRAINAGE PLAN C501 GRADING AND DRAINAGE PLAN C502 GRADING ADA DETAILS C600 OVERALL UTILITY PLAN C601 UTILITY PLAN C602 UTILITY DETAILS C603 UTILITY DETAILS C604 UTILITY DETAILS City of Edina Development Applications | February 9, 2024FRANCEon 56C100 - General Notes KH PROJECT NO: DATE: NO DESCRIPTION DATE 6700 FRANCE AVE SEDINA, MN 55435 NOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. ISSUANCE HISTORY - THIS SHEET DEVELOPMENTAPPLICATIONS FEBRUARY 9, 2024 160570035 S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASanJose-44931961.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAAlexandria-44931957.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASantaMonica-44931945.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASanFrancisco-44931947.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASacramento-44931949.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGARochester-44931951.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAMinneapolis-44931953.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAMilwaukee-44931955.png KEYPLAN MOB PARKINGRAMP RESTAURANT NAME:DATE:REGISTRATION NUMBER: I HEREBY CERTIFY THAT THIS PLAN, THE LAWS OF THE STATE OF MINNESOTA I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN, NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED CIVIL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA NAME:DATE:REGISTRATION NUMBER: S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGABoston-44931963.png MEDICALOFFICEBUILDING Wildamere Capital Management6800 France Ave S #550Edina, MN 55435 Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435 Kimley-Horn767 N Eustis St #100St Paul, MN 55114 GENERAL CONSTRUCTION NOTES 1.THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE MN DEPARTMENT OFTRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" (LATEST EDITION) AND BECOMEFAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK, AND, UNLESS OTHERWISE NOTED, ALLWORK SHALL CONFORM AS APPLICABLE TO THESE STANDARDS AND SPECIFICATIONS. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIAL AND LABOR TO CONSTRUCTTHE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THEAPPROPRIATE APPROVING AUTHORITIES, SPECIFICATIONS AND REQUIREMENTS. CONTRACTOR SHALLCLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK,EXISTING PAVEMENT AND ALL OTHER DELETERIOUS MATERIAL. 3.THE EXISTING SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS QUALITY LEVEL "D" UNLESS OTHERWISENOTED. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ACSE 38/02,ENTITLED STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF SUBSURFACE QUALITY DATABY THE FHA. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TOTHE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLYVERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTINGUNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELYACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'SRESPONSIBILITY AND SHALL BE DONE BEFORE COMMENCING ANY WORK IN THE VICINITY. FURTHERMORE,THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THECONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURREDBECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FORTEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING ORRELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED ANDTHEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK. 4.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAYHAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCINGWORK. THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIESPRIOR TO BEGINNING CONSTRUCTION. 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS ANDBONDS IF REQUIRED PRIOR TO CONSTRUCTION. 6.THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THECONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, GEOTECHNICAL REPORT AND SPECIALCONDITIONS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS. 7.ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THEOWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGNARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. 8.ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENT TO THEOWNER DIRECTLY FROM THE TESTING AGENCY. 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS-BUILT INFORMATIONWHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATECONSTRUCTION INTERVALS AND SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS TO THEOWNER FOR THE PURPOSE OF CERTIFICATION TO JURISDICTIONAL AGENCIES AS REQUIRED. ALL AS-BUILTDATA SHALL BE COLLECTED BY A STATE OF MN PROFESSIONAL LAND SURVEYOR WHOSE SERVICES AREENGAGED BY THE CONTRACTOR. 10.ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELLDRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES. CONTRACTOR SHALLBE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED. 11.ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THEAPPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS MADE. 12.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWNON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IFANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATIONOF ANY PORTION OF THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF ANIDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANYOBLIGATION TO PAY FOR A RELATED CHANGE ORDER. 13.SHOULD CONTRACTOR ENCOUNTER ANY DEBRIS LADEN SOIL, STRUCTURES NOT IDENTIFIED IN THEDOCUMENTS, OR OTHER SOURCE OF POTENTIAL CONTAMINATION, THEY SHALL IMMEDIATELY CONTACTTHE ENGINEER AND OWNER. TYPICAL OWNER/ENGINEER OBSERVATIONS CONTRACTOR SHALL NOTIFY OWNER AND/OR ENGINEER 48 HOURS IN ADVANCE OF THEFOLLOWING ACTIVITIES: - PRE-CONSTRUCTION MEETING, SUBGRADE PREPARATION, BASE INSTALLATIONASPHALT INSTALLATION, UNDERGROUND PIPING AND UTILITIES INSTALLATION,INSTALLATION OF STRUCTURES, CHECK VALVES, HYDRANTS, METERS, ETC., SIDEWALKINSTALLATION, CONNECTIONS TO WATER AND SEWER MAINS, TESTS OF UTILITIES 3RD PARTY TEST REPORTS REQ'D TEST REPORTS REQUIRED FOR CLOSE OUT INCLUDE, BUT ARE NOT LIMITED TO: - DENSITY TEST REPORTS- BACTERIOLOGICAL TESTS OF WATER SYSTEM- PRESSURE TEST OF WATER/SEWER- LEAK TESTS ON SEWER SYSTEM AND GREASE TRAPS- ANY OTHER TESTING REQUIRED BY THE AGENCY/MUNICIPALITY WATER STORM SEWER & SANITARY SEWER NOTES 1.THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS, MANHOLES, GRAVITY SEWER LINES,AND DOMESTIC WATER AND FIRE PROTECTION SYSTEM AS SHOWN ON THESE PLANS. THE CONTRACTORSHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, MACHINERY, TOOLS, MEANS OFTRANSPORTATION AND LABOR NECESSARY TO COMPLETE THE WORK IN FULL AND COMPLETEACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY INTENDED REQUIREMENTS OF THECONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS. IN THE EVENT THAT THECONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THEMOST STRINGENT SHALL GOVERN. 2.ALL EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALLCOMPLY WITH ALL REQUIREMENTS FOR UTILITY LOCATION AND COORDINATION IN ACCORDANCE WITH THENOTES CONTAINED IN THE GENERAL CONSTRUCTION SECTION OF THIS SHEET. 3.THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATION IN KIND, UNLESS SHOWN OTHERWISE. 4.DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THE MANUFACTURER'SSPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGS WITH A WATERTIGHT PLUGWHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPES SHALL BE CLEAN AND JOINT SURFACESWIPED CLEAN AND DRY AFTER THE PIPE HAS BEEN LOWERED INTO THE TRENCH. VALVES SHALL BEPLUMB AND LOCATED ACCORDING TO THE PLANS. 5.ALL PIPE AND FITTINGS SHALL BE CAREFULLY STORED FOLLOWING MANUFACTURER'SRECOMMENDATIONS. CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE COATING OR LINING IN ANY D.I.PIPE FITTINGS. ANY PIPE OR FITTING WHICH IS DAMAGED OR WHICH HAS FLAWS OR IMPERFECTIONSWHICH, IN THE OPINION OF THE ENGINEER OR OWNER, RENDERS IT UNFIT FOR USE, SHALL NOT BE USED.ANY PIPE NOT SATISFACTORY FOR USE SHALL BE CLEARLY MARKED AND IMMEDIATELY REMOVED FROMTHE JOB SITE, AND SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 6.WATER FOR FIRE FIGHTING SHALL BE MADE AVAILABLE FOR USE BY THE CONTRACTOR PRIOR TOCOMBUSTIBLES BEING BROUGHT ON SITE. 7.ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING SHALL BECOMPLETELY BACK FILLED IN ACCORDANCE WITH THE GOVERNING JURISDICTIONAL AGENCY'SSPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCYREQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 8.UNDERGROUND LINES SHALL BE SURVEYED BY A STATE OF MN PROFESSIONAL LAND SURVEYOR PRIORTO BACK FILLING. 9.CONTRACTOR SHALL PERFORM, AT HIS OWN EXPENSE, ANY AND ALL TESTS REQUIRED BY THESPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY INCLUDE, BUT MAY NOTBE LIMITED TO, INFILTRATION AND EXFILTRATION, TELEVISION INSPECTION AND A MANDREL TEST ONGRAVITY SEWER. A COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE UTILITY PROVIDER, OWNERAND JURISDICTIONAL AGENCY AS REQUIRED. 10.CONTRACTOR SHALL PROVIDE FOR A MINIMUM HORIZONTAL CLEARANCE OF 10' AND A VERTICALCLEARANCE OF 18" BETWEEN WATER AND SANITARY SEWER MANHOLES AND LINES. 11.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THECONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARYTO RETURN IT TO EXISTING CONDITIONS OR BETTER. 12.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE ISWATERTIGHT UNLESS OTHERWISE STATED BY CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS. 13.UNLESS OTHERWISE STATED IN CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS, ALL STORMSEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFICBEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALLBE LABELED "STORM SEWER". EXISTING CASTINGS AND STRUCTURES WITHIN PROJECT LIMITS SHALL BEADJUSTED TO MEET THESE CONDITIONS AND THE PROPOSED FINISHED GRADE. 14.TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF THECONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUTEXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY AREGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 15.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TOSAME. 16.ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR FROM INVERT IN TO INVERTOUT. 17.ROOF DRAINS SHALL BE CONNECTED TO STORM SEWER BY PREFABRICATED WYES OR AT STORMSTRUCTURES. ROOF DRAINS AND TRUCK WELL DRAIN SHALL RUN AT A MINIMUM 1% SLOPE, UNLESSNOTED OTHERWISE, AND TIE IN AT THE CENTERLINE OF THE STORM MAIN. 18.ALL ROOF AND SANITARY SEWER DRAINS SHALL BE INSULATED IF 7' OF COVER CANNOT BE PROVIDED. 19.THE CONTRACTOR SHALL PROTECT EXISTING UNDERGROUND UTILITIES AND APPURTENANCES THAT ARETO REMAIN FROM DAMAGE DURING CONSTRUCTION OPERATIONS. 20.THE LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES AND OTHER ABOVE ANDBELOW-GRADE IMPROVEMENTS ARE APPROXIMATE AS SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITYTO DETERMINE THE EXACT LOCATION, SIZE AND INVERT ELEVATIONS OF EACH PRIOR TO THE START OFCONSTRUCTION. 21.A MINIMUM OF 5' SEPARATION IS REQUIRED BETWEEN UTILITIES AND TREES UNLESS A ROOT BARRIER ISUTILIZED. 22.GAS, PHONE AND ELECTRIC SERVICES SHOWN FOR INFORMATIONAL PURPOSES ONLY. DRY UTILITYCOMPANIES MAY ALTER THE DESIGN LAYOUT DURING THEIR REVIEW. CONTRACTOR TO COORDINATEFINAL DESIGN AND INSTALLATION WITH UTILITY COMPANIES. 23.COORDINATE UTILITY INSTALLATION WITH IRRIGATION DESIGN AND INSTALLATION. 24.ALL DIMENSIONS ARE TO FLOW LINE OF CURB UNLESS OTHERWISE NOTED. PERIMETER WALL DIMENSIONSARE TO INSIDE WALL FACE. REFERENCE ARCHITECTURAL PLANS FOR EXACT WALL WIDTH ANDSPECIFICATIONS. 25.REFERENCE ARCHITECTURAL PLANS (BY OTHERS). FOR EXACT BUILDING DIMENSIONS, AND MATERIALSSPECIFICATIONS. 26.REFERENCE M.E.P. PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS AND SPECIFICATIONS. 27.CONTRACTOR SHALL REFERENCE STRUCTURAL PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENTDIMENSIONS AND PAD PREPARATION SPECIFICATIONS. 28.CONTRACTOR SHALL REFERENCE M.E.P PLANS (BY OTHERS) FOR LIGHT POLE WIRING. GRADING AND DRAINAGE NOTES 1.GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY THE SUITABILITY OF ALL EXISTING ANDPROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE START OF CONSTRUCTION.THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 2.THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL ADJUST BMP'S ASNECESSARY AND REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASSSTAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS. 3.CONTRACTOR SHALL ENSURE THERE IS POSITIVE DRAINAGE FROM THE PROPOSED BUILDINGS SO THATSURFACE RUNOFF WILL DRAIN BY GRAVITY TO NEW OR EXISTING DRAINAGE OUTLETS. CONTRACTORSHALL ENSURE NO PONDING OCCURS IN PAVED AREAS AND SHALL NOTIFY ENGINEER IF ANY GRADINGDISCREPANCIES ARE FOUND IN THE EXISTING AND PROPOSED GRADES PRIOR TO PLACEMENT OFPAVEMENT OR UTILITIES. 4.CONTRACTOR SHALL PROTECT ALL MANHOLE COVERS, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS,POWER POLES, GUY WIRES, AND TELEPHONE BOXES THAT ARE TO REMAIN IN PLACE AND UNDISTURBEDDURING CONSTRUCTION. EXISTING CASTINGS AND STRUCTURES TO REMAIN SHALL BE ADJUSTED TOMATCH THE PROPOSED FINISHED GRADES. 5.BACKFILL FOR UTILITY LINES SHALL BE PLACED PER DETAILS, STANDARDS, AND SPECIFICATIONS SO THATTHE UTILITY WILL BE STABLE. WHERE UTILITY LINES CROSS THE PARKING LOT, THE TOP 6 INCHES SHALLBE COMPACTED SIMILARLY TO THE REMAINDER OF THE LOT. UTILITY DITCHES SHALL BE VISUALLYINSPECTED DURING THE EXCAVATION PROCESS TO ENSURE THAT UNDESIRABLE FILL IS NOT USED. 6.CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF 4" OF TOPSOIL AT COMPLETIONOF WORK. ALL UNPAVED AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION SHALL BEREGRADED AND SODDED. 7.AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TESTAND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAINTOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELYNOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. 8.WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE CONTRACTOR SHALLSAW CUT FULL DEPTH FOR A SMOOTH AND STRAIGHT JOINT AND REPLACE THE PAVEMENT WITH THE SAMETYPE AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED. 9.THE CONTRACTOR SHALL INSTALL PROTECTION OVER ALL DRAINAGE STRUCTURES FOR THE DURATION OFCONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL DRAINAGE STRUCTURESSHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDEPOSITIVE DRAINAGE FLOWS. 10.IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS.THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE DESIGN ENGINEER PRIOR TO ANYEXCAVATION. 11.FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONALAGENCY OR TO MN/DOT STANDARDS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THEJURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALLGOVERN. 12.ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREASSHALL THEN BE SODDED OR SEEDED AS SPECIFIED IN THE PLANS, FERTILIZED, MULCHED, WATERED ANDMAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY AREAS DISTURBED FORANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR ATNO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE SODDED OR SEEDED AND MULCHEDAS SHOWN ON THE LANDSCAPING PLAN. 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING ANDSCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHERSUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNINGREGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 14.SOD, WHERE CALLED FOR, MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURSOF COMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION,SEDIMENTATION OR TURBID DISCHARGES. 15.THE CONTRACTOR SHALL ENSURE THAT LANDSCAPE ISLAND PLANTING AREAS AND OTHER PLANTINGAREAS ARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR SHALLALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTEDAND PROPERLY DISPOSED OF IN A LEGAL MANNER. 16.THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PER MANUFACTURER'SRECOMMENDATIONS AND MN/DOT SPECIFICATION. 17.ALL CONCRETE/ASPHALT SHALL BE INSTALLED PER GEOTECH REPORT, CITY OF EDINA AND MN/DOTSPECIFICATIONS. 18.SPOT ELEVATIONS ARE TO FLOWLINE OF CURB UNLESS OTHERWISE NOTED. 19.LIMITS OF CONSTRUCTION ARE TO THE PROPERTY LINE UNLESS OTHERWISE SPECIFIED ON THE PLAN. 20.IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONSAND CONSTRUCTION DOCUMENTS. 21.THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND SHALLREPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION WITHOUTCOMPENSATION. 22.BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE. 23.ALL PROPOSED GRADES ONSITE SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE INDICATED ON THE PLANS.ANY SLOPES STEEPER THAN 4:1 REQUIRE EROSION AND SEDIMENT CONTROL BLANKET. 24.ADHERE TO ALL TERMS AND CONDITIONS AS NECESSARY IN THE GENERAL N.P.D.E.S. PERMIT ANDSTORMWATER POLLUTION PREVENTION PLAN FOR STORMWATER DISCHARGE ASSOCIATED WITHCONSTRUCTION ACTIVITIES. 25.ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUSGRADE. 26.CONTRACTOR SHALL ENSURE MINIMUM GRADES ARE MET WITHIN PAVED AREAS, 1.2% FOR ASPHALTPAVING AND 0.6% FOR CONCRETE PAVING. EROSION CONTROL NOTES 1.THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROLPLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONSOF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2.ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTIONSHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE OF MNNATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOMEFAMILIAR WITH THEIR CONTENTS. 3.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCALREQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENTADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY OR OWNER. 4.SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THETRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. ALL SEDIMENT SPILLED, DROPPED,WASHED, OR TRACKED ON A PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY. WHEN WASHING ISREQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY, IT SHALL BE DONE INAN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ALLFINES IMPOSED FOR DISCHARGING SEDIMENT ONTO PUBLIC AREAS SHALL BE PAID BY THE CONTRACTOR. 5.TEMPORARY SEEDING OR OTHER APPROVED METHODS OF STABILIZATION SHALL BE INITIATED WITHIN 7DAYS OF THE LAST DISTURBANCE ON ANY AREA OF THE SITE. 6.THE CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BYTHE GENERAL PERMIT. 7.CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALLALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, ANDAREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 8.ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BEDETAINED AND PROPERLY TREATED OR DISPOSED. 9.SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ONSITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS ANDOTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 11.RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALEDCONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OFWIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 12.ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THE PLAN SHALL BE INITIATED ASSOON AS IS PRACTICABLE. 13.ALL STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED SUCH THAT THEY WILL NOTADVERSELY AFFECT STORM WATER QUALITY. OTHERWISE, COVERING OR ENCIRCLING THESE AREAS WITHSOME PROTECTIVE MEASURE WILL BE NECESSARY. 14.CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL DEVICE WHICHTHEY DISTURB. EACH CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DEFICIENCIESIN THE ESTABLISHED EROSION CONTROL MEASURES THAT MAY LEAD TO UNAUTHORIZED DISCHARGE ORSTORM WATER POLLUTION, SEDIMENTATION, OR OTHER POLLUTANTS. UNAUTHORIZED POLLUTANTSINCLUDE (BUT ARE NOT LIMITED TO) EXCESS CONCRETE DUMPING OR CONCRETE RESIDUE, PAINTS,SOLVENTS, GREASES, FUEL AND LUBRICANT OIL, PESTICIDES, AND ANY SOLID WASTE MATERIALS. 15.EROSION CONTROL DEVICES SHOWN ON THESE PLANS SHALL BE INSTALLED PRIOR TO THE START OFLAND-DISTURBING ACTIVITIES ON THE PROJECT. 16.ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS ANDSPECIFICATIONS FOR THIS PROJECT. CHANGES ARE TO BE APPROVED BEFORE CONSTRUCTION BY THEDESIGN ENGINEER AND THE CITY OF EDINA ENGINEERING DIVISION. 17.IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITESEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL PLAN WILL HAVE TO BE REVISED AND/ORADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED ON SITE. ANY REVISIONS TO THE EROSIONCONTROL PLAN MADE BY THE CONTRACTOR MUST BE APPROVED BY THE ENGINEER. EROSION CONTROL MAINTENANCE ALL MEASURES STATED ON THE EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATERPOLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION AS REQUIRED BY ALLJURISDICTIONS UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OFTHE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A CERTIFIEDPERSON AT LEAST ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5" RAINFALLEVENT, AND CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OFUNDERMINING, OR DETERIORATION. 1.ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREASSHOULD BE FERTILIZED, WATERED AND RESEEDED AS NEEDED. FOR MAINTENANCE REQUIREMENTSREFER TO THE STANDARD SPECIFICATIONS. 2.SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BEREMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-THIRD THE HEIGHT OF THE SILT FENCE. 3.THE CONSTRUCTION ENTRANCE(S) SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENTTRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSINGOF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. 4.THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FORPARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING ASCONDITIONS DEMAND. 5.ALL MAINTENANCE OPERATIONS SHALL BE DONE IN A TIMELY MANNER BUT IN NO CASE LATER THAN 2CALENDAR DAYS FOLLOWING THE INSPECTION. PAVING AND STRIPING NOTES 1.ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN JURISDICTION'S RIGHT-OF-WAYSHALL BE IN ACCORDANCE WITH LOCAL OR COUNTY SPECIFICATIONS AND STANDARDS (LATEST EDITION)OR MN/DOT SPECIFICATIONS AND STANDARDS (LATEST EDITION) IF NOT COVERED BY LOCAL OR COUNTYREGULATIONS. 2.ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO MANUALON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D) AND CITY STANDARDS. 3.CONTRACTOR SHALL FURNISH ALL PAVEMENT MARKINGS FOR FIRE LANES, ROADWAY LANES, PARKINGSTALLS, ACCESSIBLE PARKING SYMBOLS, ACCESS AISLES, STOP BARS AND SIGNS, AND MISCELLANEOUSSTRIPING WITHIN THE PARKING LOT AS SHOWN ON THE PLANS. 4.ALL EXPANSION JOINTS SHALL EXTEND THROUGH THE CURB. 5.THE MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS SHALL BE 2 FEET. 6.ALL JOINTS, INCLUDING EXPANSION JOINTS WITH REMOVABLE TACK STRIPS, SHALL BE SEALED WITH JOINTSEALANT. 7.THE MATERIALS AND PROPERTIES OF ALL CONCRETE SHALL MEET THE APPLICABLE REQUIREMENTS INTHE A.C.I. (AMERICAN CONCRETE INSTITUTE) MANUAL OF CONCRETE PRACTICE. 8.CONTRACTOR SHALL APPLY A SECOND COATING OVER ALL PAVEMENT MARKINGS PRIOR TO ACCEPTANCEBY OWNER FOLLOWED BY A COAT OF GLASS BEADS AS APPLICABLE PER THE PROJECT DOCUMENTS. 9.ANY EXISTING PAVEMENT, CURBS AND/OR SIDEWALKS DAMAGED OR REMOVED WILL BE REPAIRED BY THECONTRACTOR AT HIS EXPENSE TO THE SATISFACTION OF THE ENGINEER AND OWNER. 10.BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY SUITABLE ACCESSIBLE ROUTES (PER A.D.A).GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALLCONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPESEXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NOCASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKINGSTALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNALBUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEERIMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTORCHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 11.MAXIMUM JOINT SPACING IS TWICE THE DEPTH OF THE CONCRETE PAVEMENT IN FEET. REFER TO GEOTECHNICAL REPORTHAUGO GEOTECHNICAL SERVICESPROJECT NO. 23-0891DATED JANUARY 3, 2024 GENERAL NOTES C100 City of Edina Development Applications | February 9, 2024FRANCEon 57C200 - Overall Demo Plan REMOVE TREES PROTECT ALL UTILITIES KH PROJECT NO: DATE: NO DESCRIPTION DATE 6700 FRANCE AVE SEDINA, MN 55435 NOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. ISSUANCE HISTORY - THIS SHEET DEVELOPMENTAPPLICATIONS FEBRUARY 9, 2024 160570035 S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASanJose-44931961.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAAlexandria-44931957.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASantaMonica-44931945.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASanFrancisco-44931947.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASacramento-44931949.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGARochester-44931951.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAMinneapolis-44931953.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAMilwaukee-44931955.png KEYPLAN MOB PARKINGRAMP RESTAURANT NAME:DATE:REGISTRATION NUMBER: I HEREBY CERTIFY THAT THIS PLAN, THE LAWS OF THE STATE OF MINNESOTA I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN, NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED CIVIL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA NAME:DATE:REGISTRATION NUMBER: S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGABoston-44931963.png MEDICALOFFICEBUILDING Wildamere Capital Management6800 France Ave S #550Edina, MN 55435 Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435 Kimley-Horn767 N Eustis St #100St Paul, MN 55114 1.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES,DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS ON THE PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITHSUITABLE COMPACTED FILL MATERIAL PER THE PROJECT DOCUMENTS. 2.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FORDEMOLITION AND DISPOSAL. CONTRACTOR SHALL PROVIDE COPIES OF THE PERMIT AND RECEIPTS OF DISPOSAL OF MATERIALS TO THE OWNER AND OWNERS REPRESENTATIVE. 3.THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE CONSTRUCTION MANAGER ANDCOORDINATION WITH THE ADJACENT PROPERTIES AND/OR THE CITY. 4.THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNINGPORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYINGALL FEES AND CHARGES. 5.THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMESNO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR LOCATIONS OF EXISTING UTILITIES WITHIN ALL AREAS OFPROPOSED WORK. 6.ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS ANY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITHCAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PRECEDING WITH THE WORK. 7.ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDEDFOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHINANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION. 8.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY THE CONSTRUCTION MANAGER.MAINTENANCE OF TRAFFIC CONTROL SHALL BE COORDINATED IN ACCORDANCE WITH #####, <COUNTY> COUNTY AND ##/DOT. 9.CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES DURING CONSTRUCTION, AND SHALL NOTIFY ALL PROPERTIES IF ACCESS WILL BE INTERRUPTED OR ALTERED AT ANY TIME DURING CONSTRUCTION. 10.PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED. 11.CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDINGPAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 12.THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE FIRE DEPT. AND THE CITY WATER DEPARTMENT TO PLAN PROPOSED IMPROVEMENTS AND TO ENSURE ADEQUATE FIRE PROTECTION IS CONSTANTLYAVAILABLE TO THE SITE THROUGHOUT THIS SPECIFIC WORK AND THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING/PROVIDING ANY REQUIRED WATER MAIN SHUT OFFS WITHTHE CITY OF ##### DURING CONSTRUCTION. ANY COSTS ASSOCIATED WITH WATER MAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION WILL BE PROVIDED. 13.REFER TO SURVEY FOR ALL EXISTING INVERT AND RIM ELEVATIONS. 14.ALL UTILITIES SHOWN ARE EXISTING UTILITIES. 15.IN THE EVENT A WELL IS FOUND, THE CONTRACTOR SHALL CONTACT THE ENGINEER AND OWNER IMMEDIATELY. ALL WELLS SHALL BE SEALED BY A LICENSED WELL CONTRACTOR IN ACCORDANCE WITH ALL STATE OF ##REQUIREMENTS. 16.IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE OWNER AND/OR OWNERS REPRESENTATIVE IMMEDIATELY. ALL CONTAINERS SHALL BE DISPOSED OF AT APERMITTED LANDFILL PER THE PROJECT DOCUMENTS. 17.CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING DRAINTILE IS ENCOUNTERED ON SITE. NO ACTIVE DRAINTILE SHALL BE REMOVED WITHOUT APPROVAL FROM THE ENGINEER. DEMOLITION PLAN NOTES LIMITS OF CONSTRUCTION REMOVE BITUMINOUS SURFACE REMOVE CONCRETE SURFACE REMOVE BUILDING REMOVE TREE REMOVE CONCRETE CURB & GUTTER REMOVE UTILITY LINES PROPERTY LINE EXISTING OVERHEAD POWER LINEEXISTING CHAINLINK FENCEEXISTING J-BARRIEREXISTING RETAINING WALL EXISTING SANITARY SEWER EXISTING STORM SEWEREXISTING WATERMAINEXISTING GAS MAINEXISTING UNDERGROUND TELEPHONEEXISTING UNDERGROUND CABLE EXISTING CONTOUR EXISTING SIGNEXISTING FLARED END SECTION EXISTING STORM MANHOLE EXISTING STORM CATCHBASIN EXISTING GAS METER EXISTING POST INDICATOR VALVEEXISTING WELLEXISTING AUTOMATIC SPRINKLEREXISTING ROOF DRAINEXISTING GATE VALVE EXISTING HYDRANT EXISTING METAL COVER EXISTING ELECTRICAL METER EXISTING AIR CONDITIONEREXISTING TELEPHONE MANHOLE EXISTING CABLE BOXEXISTING GUY WIREEXISTING POWER POLE EXISTING LIGHT POLE EXISTING TREE CLEARING & GRUBBING FILL & ABANDON UTILITY LINES EXISTING TREE LINE EXISTING CURB & GUTTER LEGEND FULL DEPTH SAWCUT NORTHOVERALL DEMOPLAN C200 City of Edina Development Applications | February 9, 2024FRANCEon 58C201 - Demo Plan A AAA AA A A A A A A A A C C C C C C CC C C C C C C C C C C C K K K L L L L L L L L L L L J JJJ JJJ J J J J JJ JJ J I I III I I I I I I I I I I I I I III II I II I I I I I I I II I I J I H H H H H H H H H H H 1 1 1 1 6 6 6 6 7 7 L L 10 10 11 11 13 13 13 13 13 13 M M G G G E E E D O O Q Q Q QQ 14 15 16 R C C J C L L 7 7 99999 99 999 15 J R 1616 O 10 10 10 B E D M S S S SALVAGE STONEBLOCKS SALVAGE STONEBLOCKS C C C I A C C C C C T T T T T T A A A B CONCRETE MEDIAN B B KEYNOTE LEGEND REMOVE BITUMINOUS PAVEMENT REMOVE CONCRETE SIDEWALK REMOVE CURB REMOVE STORM SEWER REMOVE WATERMAIN REMOVE HYDRANT REMOVE SANITARY SEWER CLEARING AND GRUBBING REMOVE SIGN REMOVE LIGHT POLE REMOVE BUILDING REMOVE WALLCOORDINATE TRAFFIC SIGNAL MODIFICATIONS WITH HENNEPINCOUNTY REMOVE STAIRS REMOVE GAS LINE REMOVE COMMUNICATION LINE REMOVE ELECTRICAL LINE REMOVE MONUMENT SIGN REMOVE CATCH BASIN FULL DEPTH SAWCUT A B C D E F G H I J K L M N O P Q R S T KEYNOTE LEGEND PROTECT IN PLACE EXISTING CURB PROTECT IN PLACE EXISTING STORM SEWER PROTECT IN PLACE EXISTING MANHOLE PROTECT IN PLACE EXISTING WATERMAIN PROTECT IN PLACE EXISTING SANITARY SEWER PROTECT IN PLACE EXISTING WALL PROTECT IN PLACE EXISTING BUILDING PROTECT IN PLACE EXISTING CONCRETE SIDEWALK PROTECT IN PLACE TREE PROTECT IN PLACE EXISTING LIGHT POLE PROTECT IN PLACE EXISTING PIPE BOLLARD PROTECT IN PLACE EXISTING SIGN PROTECT IN PLACE EXISTING UTILITY STRUCTURE PROTECT IN PLACE EXISTING GAS LINE PROTECT IN PLACE EXISTING COMMUNICATION LINE PROTECT IN PLACE EXISTING ELECTRICAL LINE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 KH PROJECT NO: DATE: NO DESCRIPTION DATE 6700 FRANCE AVE SEDINA, MN 55435 NOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. ISSUANCE HISTORY - THIS SHEET DEVELOPMENTAPPLICATIONS FEBRUARY 9, 2024 160570035 S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASanJose-44931961.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAAlexandria-44931957.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASantaMonica-44931945.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASanFrancisco-44931947.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASacramento-44931949.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGARochester-44931951.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAMinneapolis-44931953.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAMilwaukee-44931955.png KEYPLAN MOB PARKINGRAMP RESTAURANT NAME:DATE:REGISTRATION NUMBER: I HEREBY CERTIFY THAT THIS PLAN, THE LAWS OF THE STATE OF MINNESOTA I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN, NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED CIVIL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA NAME:DATE:REGISTRATION NUMBER: S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGABoston-44931963.png MEDICALOFFICEBUILDING Wildamere Capital Management6800 France Ave S #550Edina, MN 55435 Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435 Kimley-Horn767 N Eustis St #100St Paul, MN 55114 1.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATIONAPPROVED BY ALL GOVERNING AUTHORITIES) ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS,PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS ON THE PLANSCAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL ANDBROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE PROJECT DOCUMENTS. 2.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THEDEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIREDFOR DEMOLITION AND DISPOSAL. CONTRACTOR SHALL PROVIDE COPIES OF THE PERMIT AND RECEIPTS OFDISPOSAL OF MATERIALS TO THE OWNER AND OWNERS REPRESENTATIVE. 3.THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES. UTILITYSERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE CONSTRUCTION MANAGER ANDCOORDINATION WITH THE ADJACENT PROPERTIES AND/OR THE CITY. 4.THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVALAND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANYCONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES ANDANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR ISRESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 5.THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINED FROM THE BESTINFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEERASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY,THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR LOCATIONS OF EXISTING UTILITIES WITHINALL AREAS OF PROPOSED WORK. 6.ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACTLOCATION, OR AS ANY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS ANDPROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIESREGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PRECEDINGWITH THE WORK. 7.ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING TO BE REMOVED ORRELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BEPROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TOPROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TOEXISTING UTILITIES WITHIN ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION. 8.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC.(AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY THE CONSTRUCTIONMANAGER. MAINTENANCE OF TRAFFIC CONTROL SHALL BE COORDINATED IN ACCORDANCE WITH #####,<COUNTY> COUNTY AND ##/DOT. 9.CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES DURING CONSTRUCTION, ANDSHALL NOTIFY ALL PROPERTIES IF ACCESS WILL BE INTERRUPTED OR ALTERED AT ANY TIME DURINGCONSTRUCTION. 10.PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED. 11.CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT ISREQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THESURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 12.THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE FIRE DEPT. AND THE CITY WATERDEPARTMENT TO PLAN PROPOSED IMPROVEMENTS AND TO ENSURE ADEQUATE FIRE PROTECTION ISCONSTANTLY AVAILABLE TO THE SITE THROUGHOUT THIS SPECIFIC WORK AND THROUGH ALL PHASES OFCONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING/PROVIDING ANY REQUIRED WATERMAIN SHUT OFFS WITH THE CITY OF ##### DURING CONSTRUCTION. ANY COSTS ASSOCIATED WITH WATERMAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION WILLBE PROVIDED. 13.REFER TO SURVEY FOR ALL EXISTING INVERT AND RIM ELEVATIONS. 14.ALL UTILITIES SHOWN ARE EXISTING UTILITIES. 15.IN THE EVENT A WELL IS FOUND, THE CONTRACTOR SHALL CONTACT THE ENGINEER AND OWNERIMMEDIATELY. ALL WELLS SHALL BE SEALED BY A LICENSED WELL CONTRACTOR IN ACCORDANCE WITH ALLSTATE OF ## REQUIREMENTS. 16.IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR SHALLCONTACT THE OWNER AND/OR OWNERS REPRESENTATIVE IMMEDIATELY. ALL CONTAINERS SHALL BEDISPOSED OF AT A PERMITTED LANDFILL PER THE PROJECT DOCUMENTS. 17.CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING DRAINTILE IS ENCOUNTERED ON SITE. NOACTIVE DRAINTILE SHALL BE REMOVED WITHOUT APPROVAL FROM THE ENGINEER. DEMOLITION PLAN NOTES LIMITS OF CONSTRUCTION REMOVE BITUMINOUS SURFACE REMOVE CONCRETE SURFACE REMOVE BUILDING REMOVE TREE REMOVE CONCRETE CURB & GUTTER REMOVE UTILITY LINES PROPERTY LINE EXISTING OVERHEAD POWER LINEEXISTING CHAINLINK FENCEEXISTING J-BARRIEREXISTING RETAINING WALL EXISTING SANITARY SEWEREXISTING STORM SEWEREXISTING WATERMAINEXISTING GAS MAINEXISTING UNDERGROUND TELEPHONE EXISTING UNDERGROUND CABLE EXISTING CONTOUR EXISTING SIGN EXISTING FLARED END SECTION EXISTING STORM MANHOLEEXISTING STORM CATCHBASINEXISTING GAS METEREXISTING POST INDICATOR VALVEEXISTING WELLEXISTING AUTOMATIC SPRINKLEREXISTING ROOF DRAINEXISTING GATE VALVE EXISTING HYDRANTEXISTING METAL COVER EXISTING ELECTRICAL METER CLEARING & GRUBBING FILL & ABANDON UTILITY LINES EXISTING CURB & GUTTER LEGEND FULL DEPTH SAWCUT NORTHDEMO PLAN C201 City of Edina Development Applications | February 9, 2024FRANCEon 59C300 - Erosion And Sediment Control Plan - Phase 1 EXISTING 7 STORY BUILDING FFE: 877.50 EXISTING 6 STORY BUILDING FFE: 879.50 6800 FRANCE AVENUE SOUTH 6600 FRANCE AVENUE SOUTH 10.52%3.8 4% 2.1 3 %0.81%1.71%4.48%2.33% 3.07% 4.53% 2.52 % 5.28 % 1.35%16.65%22.15%6.20%5.83%IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP CE SF SF CE BL SF BL BL BL SF KH PROJECT NO: DATE: NO DESCRIPTION DATE 6700 FRANCE AVE SEDINA, MN 55435 NOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. ISSUANCE HISTORY - THIS SHEET DEVELOPMENTAPPLICATIONS FEBRUARY 9, 2024 160570035 S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASanJose-44931961.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAAlexandria-44931957.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASantaMonica-44931945.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASanFrancisco-44931947.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASacramento-44931949.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGARochester-44931951.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAMinneapolis-44931953.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAMilwaukee-44931955.png KEYPLAN MOB PARKINGRAMP RESTAURANT NAME:DATE:REGISTRATION NUMBER: I HEREBY CERTIFY THAT THIS PLAN, THE LAWS OF THE STATE OF MINNESOTA I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN, NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED CIVIL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA NAME:DATE:REGISTRATION NUMBER: S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGABoston-44931963.png MEDICALOFFICEBUILDING Wildamere Capital Management6800 France Ave S #550Edina, MN 55435 Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435 Kimley-Horn767 N Eustis St #100St Paul, MN 55114 EROSION CONTROL PLAN NOTES 1.ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BEINSTALLED PRIOR TO CONSTRUCTION. 2.THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING. 3.THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 4.WITHIN TWO WEEKS (14 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BESTABILIZED WITH SEED, SOD, OR ROCK BASE. REFER TO LANDSCAPE PLANS FORMATERIALS. 5.ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED INACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS. 6.THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDINGTHE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THECONSTRUCTION. 7.ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THECONTRACTOR. 8.REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 9.THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTOEXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS ASNECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS. 10.IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATERFROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER,PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUELAND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC.,IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES INLOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS: 1.INSTALL INLET PROTECTION AT EXISTING STORMWATER CULVERTS.2.CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE (1), CONCRETE WASHOUTPIT (1) AND INSTALL SILT FENCE.3.PREPARE TEMPORARY PARKING AND STORAGE AREA.4.CONSTRUCT AND STABILIZE DIVERSIONS AND TEMPORARY SEDIMENT TRAPS.5.PERFORM CLEARING AND GRUBBING OF THE SITE. PERFORM MASS GRADING.ROUGH GRADE TO ESTABLISH PROPOSED DRAINAGE PATTERNS.6.START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES.7.TEMPORARILY SEED WITH PURE LIVE SEED, THROUGHOUT CONSTRUCTION,DISTURBED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE OR ASREQUIRED BY NPDES AND/OR CITY OF EDINA GRADING PERMIT. SEQUENCE OF CONSTRUCTION: ROCK ENTRANCE INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE SAFETY FENCE BIOLOG LEGEND EROSION CONTROL BLANKET NORTHEROSION ANDSEDIMENTCONTROL PLAN -PHASE 1 C300 IP SF CE INLET PROTECTION SILT FENCE CONCRETE ENTRANCE RP RIPRAP KEYNOTE LEGEND BIOLOG EB EROSION CONTROL BLANKET BL ST TEMPORARY SEDIMENT TRAP PHASE I BMP QUANTITIES SILT FENCE ±2,000 LF INLET PROTECTION 20 EA ROCK CONSTRUCTION ENTRANCE 2 EA BIOLOG 290 LF City of Edina Development Applications | February 9, 2024FRANCEon 60C301 - Erosion And Sediment Control Plan - Phase 2 PROPOSED PARKING RAMP40,000 S.F. / LEVEL195 TOTAL PARKING STALLS FFE L1=868.0FFE L2 = 881.0 PROPOSEDRESTAURANT8,800 SFFFE = 879.0 EXISTING 7 STORY BUILDING FFE: 877.50 EXISTING 6 STORY BUILDING FFE: 879.50 6800 FRANCE AVENUE SOUTH 6600 FRANCE AVENUE SOUTH PROPOSED MEDICALOFFICE BUILDING35,000 SF / FLOOR (3 TOTAL STORIES)FFE = 881.0 IP IP IP IP IPIP IP IPIP SF SF SF SF IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP BL BL IP KH PROJECT NO: DATE: NO DESCRIPTION DATE 6700 FRANCE AVE SEDINA, MN 55435 NOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. ISSUANCE HISTORY - THIS SHEET DEVELOPMENTAPPLICATIONS FEBRUARY 9, 2024 160570035 S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASanJose-44931961.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAAlexandria-44931957.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASantaMonica-44931945.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASanFrancisco-44931947.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASacramento-44931949.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGARochester-44931951.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAMinneapolis-44931953.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAMilwaukee-44931955.png KEYPLAN MOB PARKINGRAMP RESTAURANT NAME:DATE:REGISTRATION NUMBER: I HEREBY CERTIFY THAT THIS PLAN, THE LAWS OF THE STATE OF MINNESOTA I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN, NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED CIVIL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA NAME:DATE:REGISTRATION NUMBER: S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGABoston-44931963.png MEDICALOFFICEBUILDING Wildamere Capital Management6800 France Ave S #550Edina, MN 55435 Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435 Kimley-Horn767 N Eustis St #100St Paul, MN 55114 EROSION CONTROL PLAN NOTES 1.ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TOCONSTRUCTION. 2.THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING. 3.THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 4.WITHIN TWO WEEKS (14 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD,OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS. 5.ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, STATE,AND WATERSHED DISTRICT PERMITS. 6.THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF SILT INFRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. 7.ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. 8.REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 9.THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVEDAREAS AND SHALL SWEEP ADJACENT STREETS AS NECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS. 10.IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALLCONSTRUCTION AREAS. 11.CONTRACTOR TO RESTORE INFILTRATION POND AFTER USE AS A TEMPORARY SEDIMENTATION POND. UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAYDOWN, PORTA-POTTY,WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC.,IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCURTHROUGHOUT THE CONSTRUCTION PROCESS. BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS: 1.TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR 7 DAYS ORMORE.2.INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, UNDERGROUND SYSTEM, CURBS AND GUTTERS.3.INSTALL APPROPRIATE INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE ISINSTALLED.4.PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE.5.PREPARE SITE FOR PAVING.6.PAVE SITE AND INSTALL STRIPING.7.INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES.8.COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS.9.OBTAIN CONCURRENCE WITH THE CIVIL ENGINEERING CONSULTANT THAT THE SITE HAS BEEN FULLY STABILIZEDTHEN:1.REMOVE ALL REMAINING TEMPORARY EROSION ADN SEDIMENT CONTROL DEVICES2.STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF BMPS. SEQUENCE OF CONSTRUCTION: ROCK ENTRANCE INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE SAFETY FENCE BIOROLL LEGEND EROSION CONTROL BLANKET TEMPORARY TURF ESTABLISHMENT,SEE LANDSCAPE PLANS FOR DETAIL NORTHIP SF CE INLET PROTECTION SILT FENCE CONCRETE ENTRANCE RP RIPRAP KEYNOTE LEGEND BL BIOROLL EB EROSION CONTROL BLANKET EROSION ANDSEDIMENTCONTROL PLAN -PHASE 2 C301 PHASE Il BMP QUANTITIES SILT FENCE ±2,000 LF INLET PROTECTION 29 EA BIOLOG ±300 LF City of Edina Development Applications | February 9, 2024FRANCEon 61C302 - Erosion And Sediment Control Details KH PROJECT NO: DATE: NO DESCRIPTION DATE 6700 FRANCE AVE SEDINA, MN 55435 NOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. ISSUANCE HISTORY - THIS SHEET DEVELOPMENTAPPLICATIONS FEBRUARY 9, 2024 160570035 S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASanJose-44931961.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAAlexandria-44931957.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASantaMonica-44931945.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASanFrancisco-44931947.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASacramento-44931949.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGARochester-44931951.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAMinneapolis-44931953.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAMilwaukee-44931955.png KEYPLAN MOB PARKINGRAMP RESTAURANT NAME:DATE:REGISTRATION NUMBER: I HEREBY CERTIFY THAT THIS PLAN, THE LAWS OF THE STATE OF MINNESOTA I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN, NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED CIVIL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA NAME:DATE:REGISTRATION NUMBER: S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGABoston-44931963.png MEDICALOFFICEBUILDING Wildamere Capital Management6800 France Ave S #550Edina, MN 55435 Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435 Kimley-Horn767 N Eustis St #100St Paul, MN 55114 SWPPP INFORMATION SECTION NTS PLAN NTS ®™ FILTREXX® SEDIMENT CONTROL NTS ®™™ ®™ EROSION ANDSEDIMENTCONTROLDETAILS C302 City of Edina Development Applications | February 9, 2024FRANCEon 62C400 - Overall Site Plan PROPOSED PARKING RAMP40,000 S.F. / LEVEL195 TOTAL PARKING STALLS FFE L1=868.0FFE L2 = 881.0 PROPOSEDRESTAURANT8,800 SFFFE = 879.0 EXISTING 7 STORY BUILDINGFFE: 877.50 EXISTING 6 STORY BUILDING FFE: 879.50 6800 FRANCE AVENUE SOUTH 6600 FRANCE AVENUE SOUTH PROPOSED MEDICALOFFICE BUILDING35,000 SF / FLOOR (3 TOTAL STORIES)FFE = 881.0 KH PROJECT NO: DATE: NO DESCRIPTION DATE 6700 FRANCE AVE SEDINA, MN 55435 NOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. ISSUANCE HISTORY - THIS SHEET DEVELOPMENTAPPLICATIONS FEBRUARY 9, 2024 160570035 S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASanJose-44931961.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAAlexandria-44931957.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASantaMonica-44931945.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASanFrancisco-44931947.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASacramento-44931949.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGARochester-44931951.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAMinneapolis-44931953.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAMilwaukee-44931955.png KEYPLAN MOB PARKINGRAMP RESTAURANT NAME:DATE:REGISTRATION NUMBER: I HEREBY CERTIFY THAT THIS PLAN, THE LAWS OF THE STATE OF MINNESOTA I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN, NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED CIVIL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA NAME:DATE:REGISTRATION NUMBER: S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGABoston-44931963.png MEDICALOFFICEBUILDING Wildamere Capital Management6800 France Ave S #550Edina, MN 55435 Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435 Kimley-Horn767 N Eustis St #100St Paul, MN 55114 NORTHOVERALL SITEPLAN C400 PROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE SETBACK LINE RETAINING WALL PROPOSED STANDARD DUTY ASPHALT PROPOSED CONCRETE PAVEMENT PROPOSED STORMWATER MANAGEMENT AREA PROPOSED CONCRETE SIDEWALK LEGEND PROPOSED HEAVY DUTY ASPHALT PROPOSED AGGREGATE TRAIL LOT DIVISION LINE PROPOSED STAMPED CONCRETE PROPOSED VEGETATION City of Edina Development Applications | February 9, 2024FRANCEon 63C401 - Site Plan KEYNOTE LEGEND CONCRETE SIDEWALK CONCRETE PAVEMENT MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER ACCESSIBLE CURB RAMP ACCESSIBLE PARKING SIGN ACCESSIBLE PARKING STANDARD DUTY ASPHALT PAVEMENT LANDSCAPING - SEE LANDSCAPE PLANS 12' X 25' TRASH ENCLOSURE FENCE RETAINING WALL - BY STRUCTURAL HEAVY DUTY PAVERS B612 CURB AND GUTTER FLUSH CURB B618 CURB AND GUTTER CONCRETE WHEEL STOP FALL PROTECTION FENCE REPAIR CURB AND PAVEMENT - MATCH EXISTING ELEVATIONS RECON RETAINING WALL - BY OTHERS PROPOSED CROSSWALK MARKINGS GUARD RAIL ON TOP OF WALL A B C D E F G H I J K L M N O P Q R S T U PROPOSED PARKING RAMP40,000 S.F. / LEVEL195 TOTAL PARKING STALLS FFE L1=868.0FFE L2 = 881.0 PROPOSEDRESTAURANT8,800 SFFFE = 879.0 EXISTING 7 STORY BUILDING FFE: 877.50 EXISTING 6 STORY BUILDING FFE: 879.50 6800 FRANCE AVENUE SOUTH 6600 FRANCE AVENUE SOUTH PROPOSED MEDICALOFFICE BUILDING35,000 SF / FLOOR (3 TOTAL STORIES)FFE = 881.0 24.0'60.7'24.0'18.0'18.0'24.0'8.0 '8.0'5.0'18.0'9.0 ' 24.0'24.0' 20.0'8.0 ' 50' BUILDING SETBACK FROM FRANCE AVENUE FACE OF CURB 20' PARKING AND CIRCULATION SETBACK FROM PUBLIC RIGHT-OF-WAY 50' PARKING RAMP SETBACK FROM VALLEY VIEW ROAD FACE OF CURB 20' PARKING AND CIRCULATION SETBACK FROM PUBLIC RIGHT-OF-WAY C C C A A A A B D D E E F F F H H H H H M M M M M C N N N N N N N N T T T B CC O 24 . 0 ' 49.0'110.7'110.7'66.7' PROPOSED LINK BETWEENPROPOSED MEDICAL OFFICEBUILDING AND EXISTING BUILDING K S K 6.0'10.0'99.2'H H H T T H H 47.6'K K 8.0' TRAFFIC TABLE24.7'N 63.5' 9.0'5.0'12.0' 10.0' R30.0' C A A 16.0'18.5'25.0' I I A F F F E E E9.0'18.0' N H H H H R D ND D D D D D D D D D D 40.2'64.3'PROPOSED BUILDINGLINK OVER SIDEWALK U U 8.0' N N 20.0'27.0' 67.0' 6.0' N 6.0' 28.2' 8"B26.0'40.4' G CCB A C 39.2'8.0 ' C B OO O CC R A A A A G G GG B CONCRETE MEDIAN AGGREGATE TRAIL M N N N M M M M M H PROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE SETBACK LINE RETAINING WALL PROPOSED STANDARD DUTY ASPHALT PROPOSED CONCRETE PAVEMENT PROPOSED STORMWATER MANAGEMENT AREA PROPOSED CONCRETE SIDEWALK LEGEND PROPOSED HEAVY DUTY ASPHALT KH PROJECT NO: DATE: NO DESCRIPTION DATE 6700 FRANCE AVE SEDINA, MN 55435 NOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. ISSUANCE HISTORY - THIS SHEET DEVELOPMENTAPPLICATIONS FEBRUARY 9, 2024 160570035 S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASanJose-44931961.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAAlexandria-44931957.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASantaMonica-44931945.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASanFrancisco-44931947.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASacramento-44931949.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGARochester-44931951.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAMinneapolis-44931953.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAMilwaukee-44931955.png KEYPLAN MOB PARKINGRAMP RESTAURANT NAME:DATE:REGISTRATION NUMBER: I HEREBY CERTIFY THAT THIS PLAN, THE LAWS OF THE STATE OF MINNESOTA I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN, NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED CIVIL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA NAME:DATE:REGISTRATION NUMBER: S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGABoston-44931963.png MEDICALOFFICEBUILDING Wildamere Capital Management6800 France Ave S #550Edina, MN 55435 Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435 Kimley-Horn767 N Eustis St #100St Paul, MN 55114 NORTHPROPERTY SUMMARY OnFrance Medical Office Building TOTAL PROPERTY AREA 944,650 SF (21.686 AC) LOT 1 - 6600 FRANCE AREA 400,422 SF (9.192 AC) LOT 1 - DISTURBED AREA 41,552 SF (0.954 AC) LOT 2 - ONFRANCE MOB AREA 212,572 SF (4.880 AC) LOT 2 - DISTURBED AREA 176,063 SF (4.042 AC) LOT 3 - RESTAURANT AREA 52,741 SF (1.211 AC) LOT 3 - DISTURBED AREA 52,424 SF (1.203 AC) LOT 4 - 6800 FRANCE AREA 278,915 SF (6.403 AC) LOT 4 - DISTURBED AREA 21,016 SF (0.482 AC) RIGHT OF WAY DISTURBED AREA 9,630 SF (0.221 AC) TOTAL DISTURBED AREA 300,685 SF (6.903 AC)31.83% TOTALPROPERTY AREA PROPOSED IMPERVIOUS AREA(WITHIN OVERALL LIMITS OF DISTURBANCE) 208,979 SF (4.798 AC) PROPOSED PERVIOUS AREA(WITHIN OVERALL LIMITS OF DISTURBANCE)91,706 SF (2.105 AC) ZONING SUMMARY EXISTING ZONING PUD PROPOSED ZONING POD PARKING SETBACKS INTERIOR SIDE LOT = 10'RIGHT OF WAY = 20' BUILDING SETBACKS FRANCE AVENUE(FRONT) = 50' FROMCURBELSEWHERE(SIDE/REAR) = 30' FROMCURB PROPOSED AGGREGATE TRAIL LOT DIVISION LINE SITE PLAN C401 PROPOSED STAMPED CONCRETE PROPOSED VEGETATION City of Edina Development Applications | February 9, 2024FRANCEon 64C402 - Site Plan KEYNOTE LEGEND CONCRETE SIDEWALK CONCRETE PAVEMENT MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER ACCESSIBLE CURB RAMP ACCESSIBLE PARKING SIGN ACCESSIBLE PARKING STANDARD DUTY ASPHALT PAVEMENT LANDSCAPING - SEE LANDSCAPE PLANS 12' X 25' TRASH ENCLOSURE FENCE RETAINING WALL - BY STRUCTURAL HEAVY DUTY PAVERS B612 CURB AND GUTTER FLUSH CURB B618 CURB AND GUTTER CONCRETE WHEEL STOP FALL PROTECTION FENCE REPAIR CURB AND PAVEMENT - MATCH EXISTING ELEVATIONS RECON RETAINING WALL - BY OTHERS PROPOSED CROSSWALK MARKINGS GUARD RAIL ON TOP OF WALL A B C D E F G H I J K L M N O P Q R S T U FUTURE ROADWAY PEDESTRIAN CROSSING 20.0'6.0 ' A D S 12.0' PROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE SETBACK LINE RETAINING WALL PROPOSED STANDARD DUTY ASPHALT PROPOSED CONCRETE PAVEMENT PROPOSED STORMWATER MANAGEMENT AREA PROPOSED CONCRETE SIDEWALK LEGEND PROPOSED HEAVY DUTY ASPHALT KH PROJECT NO: DATE: NO DESCRIPTION DATE 6700 FRANCE AVE SEDINA, MN 55435 NOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. ISSUANCE HISTORY - THIS SHEET DEVELOPMENTAPPLICATIONS FEBRUARY 9, 2024 160570035 S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASanJose-44931961.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAAlexandria-44931957.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASantaMonica-44931945.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASanFrancisco-44931947.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASacramento-44931949.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGARochester-44931951.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAMinneapolis-44931953.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAMilwaukee-44931955.png KEYPLAN MOB PARKINGRAMP RESTAURANT NAME:DATE:REGISTRATION NUMBER: I HEREBY CERTIFY THAT THIS PLAN, THE LAWS OF THE STATE OF MINNESOTA I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN, NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED CIVIL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA NAME:DATE:REGISTRATION NUMBER: S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGABoston-44931963.png MEDICALOFFICEBUILDING Wildamere Capital Management6800 France Ave S #550Edina, MN 55435 Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435 Kimley-Horn767 N Eustis St #100St Paul, MN 55114 PROPOSED AGGREGATE TRAIL LOT DIVISION LINE SITE PLAN C402PROPOSED STAMPED CONCRETE PROPOSED VEGETATION NORTH City of Edina Development Applications | February 9, 2024FRANCEon 65C403 - Site Details KH PROJECT NO: DATE: NO DESCRIPTION DATE 6700 FRANCE AVE SEDINA, MN 55435 NOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. ISSUANCE HISTORY - THIS SHEET DEVELOPMENTAPPLICATIONS FEBRUARY 9, 2024 160570035 S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASanJose-44931961.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAAlexandria-44931957.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASantaMonica-44931945.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASanFrancisco-44931947.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASacramento-44931949.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGARochester-44931951.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAMinneapolis-44931953.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAMilwaukee-44931955.png KEYPLAN MOB PARKINGRAMP RESTAURANT NAME:DATE:REGISTRATION NUMBER: I HEREBY CERTIFY THAT THIS PLAN, THE LAWS OF THE STATE OF MINNESOTA I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN, NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED CIVIL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA NAME:DATE:REGISTRATION NUMBER: S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGABoston-44931963.png MEDICALOFFICEBUILDING Wildamere Capital Management6800 France Ave S #550Edina, MN 55435 Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435 Kimley-Horn767 N Eustis St #100St Paul, MN 55114 12" 6" 8" 6" 7 1/2" 13 1/2" 3/8" 7" 18" 3/8" 7" 12"48"12" 12" ASPHALT CONCRETE APPROVED DENSEGRADED AGGREGATE HOT TAR SEAL B612 CURB & GUTTER(OUTFALL) CONCRETE RIBBON CURB(OUTFALL) B612 CURB & GUTTER CONCRETE TO ASPHALTTRANSITION DETAIL CONCRETE SIDEWALK PAVEMENTSTANDARD DUTY ASPHALT HEAVY DUTY ASPHALT CONCRETE PAVEMENT FOR CONCRETE MAT TO ASPHALT TRANSITION(ALREADY 6" - 10" THICK CONC.) SITE DETAILS C403 PROPOSED 4" CONCRETEWALKWAY (SEE DETAIL) 24" 14" RADIUS 6" FULL DEPTH ASPHALT(SEE DETAIL) 4" THICK, APPROVED CLEANCRUSHED STONE APPROVED COMPACTEDSUBGRADE HOT TAR SEAL 9" CONCRETE WALKWAY TOASPHALT TRANSITION DETAIL FOR SIDEWALK TO ASPHALT TRANSITION(TYPICALLY 4" THICK CONCRETE)DESIGN HEIGHTSEE GRADING PLAN8" MIN. LOW PERMEABLE SOIL 12" UNIT CRUSHED FILL (3/4"CRUSHED ROCK OR STONE) FULL HIGH END CAP END 24M 12" THICK BY 36" WIDECOMPACTED CLASS 5AGGREGATE BASE Note:WHEN SITE CONDITIONS REQUIRE, WRAPDRAINAGE TILE IN 3/4" AGGREGATE ANDFILTER FABRIC WITH DRAINAGE COMPOSITEOR AGGREGATE BACK DRAIN SYSTEM, ASDIRECTED BY GEOTECHNICAL ENGINEER. FINISHED GRADE 1/8" 16" RECON GRAVITY RETAINING WALL 24M 4" PERFORATED PVC DRAIN TILE TO RUN BEHINDWALL. HIGH POINT AT EAST END OF WALL ANDDAYLIGHT LOW POINT AT WEST END OF WALL FINAL RECON WALL DESIGN BY MANUFACTURER TRAFFIC FLOW ARROWACCESSIBLE PARKING DETAIL STRIPING - 4"TRAFFIC WHITE PLAN VIEW OF ADA PARKING B A A ONE SPACE ADJACENT TO ACCESSAISLE TO BE DESIGNATED "VANACCESSIBLE SPACE" ON SIGNAGE. VAN NO PARKING ACCESSIBLE PARKING SIGNWITH BOLLARD SEE DETAIL.ACCESSIBLE SIGNS TO BE INACCORDANCE WITH ADA ANDMNDOT STANDARDS B 4" TYP. 16" 15° ACCESSIBLE PARKING SYMBOLDETAIL 10"6"1'- 7 "9"16"22"3'-10"4'-6" 10" 2" 2" NOTE:1.ALL TRAFFIC MARKINGS TO BE THERMOPLASTIC AS PER DIMENSIONS SHOWN. 7"6" 1'-6"4'-0"5'-0" (MIN)-5'6" (MAX)3'-0"3500 P.S.I. GROUND/PAVING P.C. CONCRETE SURFACE OF CONCRETESLOPE TOP ACCESSIBLEVAN IS NOT REQUIRED.POST WHEN PIPE BOLLARDSEE BREAK AWAY TUBE PENALTY SIGN WITH WORDING LOCAL LAWAS REQUIRED BY STATE OR USE 6" SCH. 40 STEEL PIPE FILLED W/CONCRETE WITH TOP ROUNDED WITHBLACK IDEAL SHIELD ONLY WHENSIGN IS IN PAVED AREA OR SIDEWALK 3" MIN. NOTES:1.ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAYADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND ASSPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 2.GALVANIZED SQUARE TUBE POST TUBES - 2"x2"x3/16" 14gaPOST TUBE SHALL MEET ASTM A1011 GRADE 50.POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90. ANCHOR TUBE - 2-1/4"x2-1/4"x3/16" 14gaHEAVY DUTY ANCHOR TUBE SHALL MEET ASTM A500 GRADE B.STRUCTURAL TUBE AND STEEL SHALL BE HOT DIP GALVANIZED PER ASTM A123. THE UPPER SIGN POST SHALL TELESCOPE INSIDE THE ANCHOR TUBE A MINIMUM OF 12". THEANCHOR TUBE SHALL BE A MINIMUM 48" DEEP WITH 3" MIN. 4" MAX. EXPOSED ABOVE FINISH GRADE. SINGLE POST SQUARE TUBEGALVANIZED EDGE OF TRAVEL WAY4'-0" PRECAST CONCRETE WHEEL STOP 5" 218" City of Edina Development Applications | February 9, 2024FRANCEon 66C404 - Site Details KH PROJECT NO: DATE: NO DESCRIPTION DATE 6700 FRANCE AVE SEDINA, MN 55435 NOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. ISSUANCE HISTORY - THIS SHEET DEVELOPMENTAPPLICATIONS FEBRUARY 9, 2024 160570035 S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASanJose-44931961.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAAlexandria-44931957.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASantaMonica-44931945.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASanFrancisco-44931947.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASacramento-44931949.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGARochester-44931951.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAMinneapolis-44931953.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAMilwaukee-44931955.png KEYPLAN MOB PARKINGRAMP RESTAURANT NAME:DATE:REGISTRATION NUMBER: I HEREBY CERTIFY THAT THIS PLAN, THE LAWS OF THE STATE OF MINNESOTA I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN, NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED CIVIL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA NAME:DATE:REGISTRATION NUMBER: S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGABoston-44931963.png MEDICALOFFICEBUILDING Wildamere Capital Management6800 France Ave S #550Edina, MN 55435 Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435 Kimley-Horn767 N Eustis St #100St Paul, MN 55114 SITE DETAILS C404 City of Edina Development Applications | February 9, 2024FRANCEon 67C405 - Site Details KH PROJECT NO: DATE: NO DESCRIPTION DATE 6700 FRANCE AVE SEDINA, MN 55435 NOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. ISSUANCE HISTORY - THIS SHEET DEVELOPMENTAPPLICATIONS FEBRUARY 9, 2024 160570035 S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASanJose-44931961.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAAlexandria-44931957.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASantaMonica-44931945.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASanFrancisco-44931947.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASacramento-44931949.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGARochester-44931951.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAMinneapolis-44931953.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAMilwaukee-44931955.png KEYPLAN MOB PARKINGRAMP RESTAURANT NAME:DATE:REGISTRATION NUMBER: I HEREBY CERTIFY THAT THIS PLAN, THE LAWS OF THE STATE OF MINNESOTA I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN, NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED CIVIL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA NAME:DATE:REGISTRATION NUMBER: S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGABoston-44931963.png MEDICALOFFICEBUILDING Wildamere Capital Management6800 France Ave S #550Edina, MN 55435 Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435 Kimley-Horn767 N Eustis St #100St Paul, MN 55114 SITE DETAILS C405 City of Edina Development Applications | February 9, 2024FRANCEon 68C500 - Overall Grading And Drainage Plan 870 875 869 871 872 873 874 876 877 878 879 875 872 873874 876 877 878879 870 875869869871 872 873 874 876877870869871881 882 883 880 879 881 870875869871 872 873 874876877 878867868871872870871872865863867869870872874876878880878879871872874875876 870 869 869 870 868868870871872 872873874872872875875875879877 878876 875875 876 877 879 880 880 881 881 882 882 882 872 873 873877 878 879 880 876 877 878 879 880 881 881 881881 880 869 870 871 871 870 875 876876 877878879880881882883884885PROPOSED PARKING RAMP40,000 S.F. / LEVEL195 TOTAL PARKING STALLS FFE L1=868.0FFE L2 = 881.0 PROPOSEDRESTAURANT8,800 SFFFE = 879.0 EXISTING 7 STORY BUILDINGFFE: 877.50 EXISTING 6 STORY BUILDING FFE: 879.50 6800 FRANCE AVENUE SOUTH 6600 FRANCE AVENUE SOUTH PROPOSED MEDICALOFFICE BUILDING35,000 SF / FLOOR (3 TOTAL STORIES)FFE = 881.0 D D D D DD DCODCOD D 869872873877880 866870869869870871 880 881 870875880868869871872873874876877878879 880 880 878 878879 87987787 7 879880879 877 876 880879878 876874 876 878871869867881 870 870 870878 879 880 880 873 879 870 875875 880 879 880 870 872 874 876 KH PROJECT NO: DATE: NO DESCRIPTION DATE 6700 FRANCE AVE SEDINA, MN 55435 NOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. ISSUANCE HISTORY - THIS SHEET DEVELOPMENTAPPLICATIONS FEBRUARY 9, 2024 160570035 S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASanJose-44931961.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAAlexandria-44931957.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASantaMonica-44931945.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASanFrancisco-44931947.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASacramento-44931949.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGARochester-44931951.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAMinneapolis-44931953.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAMilwaukee-44931955.png KEYPLAN MOB PARKINGRAMP RESTAURANT NAME:DATE:REGISTRATION NUMBER: I HEREBY CERTIFY THAT THIS PLAN, THE LAWS OF THE STATE OF MINNESOTA I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN, NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED CIVIL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA NAME:DATE:REGISTRATION NUMBER: S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGABoston-44931963.png MEDICALOFFICEBUILDING Wildamere Capital Management6800 France Ave S #550Edina, MN 55435 Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435 Kimley-Horn767 N Eustis St #100St Paul, MN 55114 GRADING PLAN NOTES 1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF #####, SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 2.CONTRACTOR TO CALL GOPHER STATE CALL ONE @ <1-800-252-1166> AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS. 3.STORM SEWER PIPE SHALL BE AS FOLLOWS:RCP PER ASTM C-76HDPE: 0" - 10" PER AASHTO M-252HDPE: 12" OR GREATER PER ASTM F-2306PVC SCH. 40 PER ASTM D-3034STORM SEWER FITTINGS SHALL BE AS FOLLOWS:RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443HDPE PER ASTM 3212PVC PER ASTM D-3034, JOINTS PER ASTM D-3212 4.CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. 5.SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLEDPROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 7.CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. 8.GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE. 9.ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 10.REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE LAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION. 11.CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE. 12.INSTALL A MINIMUM OF <4" CLASS 5> AGGREGATE BASE UNDER CURB AND GUTTER AND CONCRETE SIDEWALKS. 13.UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALL STREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF <4" OF TOPSOIL>. 14.ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISE NOTED. 15.GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPESEXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTORSHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 16. MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS. 17.CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IF LESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER IN LANDSCAPE AREAS. 18.ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE AT ELEVATION <XXX.XX> OR LOWER UNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR ROOF DRAIN CONNECTION. 19.ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING MANHOLE CONNECTIONS. 20.ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT PLUMBING CODE. 21.MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN CONCRETE PAVEMENT AREAS. 22.CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB" WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM GUTTER. PROPOSED STORM SEWER PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED HIGH POINT ELEVATION HP:0.0 PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0 G:0.00 T:0.00 PROPOSED EMERGENCY OVERFLOW T/G:0.0 EOF:0.0 0.0%PROPOSED DRAINAGE DIRECTION 0.00%PROPOSED ADA SLOPE ME:0.0 MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D NORTHOVERALLGRADING ANDDRAINAGE PLAN C500 City of Edina Development Applications | February 9, 2024FRANCEon 69C501 - Grading And Drainage Plan880876876877878879881 870875869869871 872 873 874 876877871881 882 883 880 881 882 878 879 877 877877 878 878 880 880 878 878 879 879 881 88 1 88087 7876 875874873872871870869868867866865864863872873 87487587 6 87787 8 879 870 869 867 867 868869870 871871872873874875 871 871 870 869 876877882883PROPOSED PARKING RAMP40,000 S.F. / LEVEL195 TOTAL PARKING STALLS FFE L1=868.0FFE L2 = 881.0 PROPOSEDRESTAURANT8,800 SFFFE = 879.0 EXISTING 7 STORY BUILDING FFE: 877.50 EXISTING 6 STORY BUILDING FFE: 879.50 6800 FRANCE AVENUE SOUTH 6600 FRANCE AVENUE SOUTH PROPOSED MEDICALOFFICE BUILDING35,000 SF / FLOOR (3 TOTAL STORIES)FFE = 881.0 D DDDDDDDDD D D880 881 882866867868869BMP #15,281 CF UNDERGROUND STORMWATERINFILTRATION SYSTEMTOP OF STONE = 874.83TOP OF PIPE = 873.5BOTTOM OF PIPE = 869.5INFILTRATION CAPACITY: 2,393 CFHWL: 874.62 BMP #220,016 CF UNDERGROUND STORMWATERINFILTRATION SYSTEMTOP OF STONE = 874.5TOP OF PIPE = 873.5BOTTOM OF PIPE = 869.5INFILTRATION CAPACITY: 11,729 CFHWL: 874.06 BMP #310,061 CF UNDERGROUND STORMWATERINFILTRATION STORAGETOP OF STONE = 865.5TOP OF PIPE = 864.5BOTTOM OF PIPE = 860.5INFILTRATION CAPACITY: 5,387 CFHWL: 867.63 BUILDING ROOF DRAINS TO ROUTE TOSTORMWATER INFILTRATION POND BMP #417,839 CF ABOVE GROUNDSTORMWATER INFILTRATION BASINTOP OF POND = 877.5BOTTOM OF POND = 873.5INFILTRATION CAPACITY: 6,035 CFHWL: 877.01 875 880 880 880 874 876877 878 879 881 882 880 879 8815.62%6.6 2 % 870 875 871872873874 876 877 STRM-202CBMH 48" 2' x 3'RE:879.69IE:872.89 NIE:872.89 S FES-201FES 12"RE:879.57IE:877.50 S STRM-204CBMH 84" 2' x 3'RE:878.99IE:873.95 NWIE:874.09 WIE:873.95 S STRM-203CBMH 48" 2' x 3'RE:879.08IE:873.41 NIE:873.41 S RD-201ROOF DRAINRE:878.82IE:877.75 N RD-200ROOF DRAINRE:878.81IE:877.74 N STRM-200STORM MANHOLEWITH 4' SUMPRE:878.62IE:872.29 E OCS-200WEIR WALL: 873.00 IE12"x8" ORIFICE: 872.00 IERE:877.86IE:871.00 W STRM-201CBMH 60" 2' x 3'RE:878.35IE:872.42 NIE:872.33 SIE:872.42 W STRM-104ASTORM MANHOLERE:877.51IE:871.50 W YD-30024" INLET GRATE SURFACE DRAINRE:878.05IE:870.07 S OCS-201WEIR WALL: 876.75 IE6" ORIFICE: 875.30 IERE:877.00IE:874.70 E STRM-104STORM MANHOLERE:877.45IE:871.50 E STRM-301STMH 60" 2'RE:878.48IE:869.09 NEIE:871.09 SIE:866.35 W STRM-206CBMH 48" 2' x 3'RE:877.28IE:873.51 N STRM-103STORM MANHOLEWITH 4' SUMPRE:877.23IE:871.50 SWIE:872.50 NW YD-30124" INLET GRATE SURFACE DRAINRE:878.39IE:869.78 NW STRM-100CBMH 48" 2' x 3'RE:876.80IE:872.40 W STRM-101CBMH 48" 2' x 3'RE:876.68IE:872.27 EIE:872.27 W STRM-102CBMH 84" 2' x 3'RE:875.52IE:871.77 EIE:871.77 NE FES-200FES 12"RE:875.48IE:877.50 S STRM-304STORM MANHOLERE:869.62IE:864.68 EIE:864.68 NEIE:864.68 S STRM-302CBMH 48" 2'RE:869.80IE:864.92 EIE:864.92 W STRM-303STORM MANHOLERE:868.75IE:864.76 EIE:864.76 NIE:864.76 W TD-300TRENCH DRAINRE:867.31IE:865.13 SW EX-STRM-300CONNECT TO EXISTING STRMRE:869.63IE:862.10 E 99 LF - 15" HDPE@ 0.50% 27 LF - 15" HDPE@ 0.50% 158 LF - 15" HDPE@ 0.50% 108 LF - 18" HDPE@ 0.50% 104 LF - 18" HDPE@ 0.50% 95 LF - 24" HDPE@ 0.50%118 LF - 15" HDPE@ 1.00% 25 LF - 24" HDPE@ 0.50% 96 LF - 24" HDPE@ 1.00% 30 LF - 24" HDPE@ 4.83% 16 LF - 24" HDPE@ 0.10% 83 LF - 24" HDPE@ 0.10% 45 LF - 12" HDPE@ 1.00% 48 LF - 24" HDPE@ 0.50% 25 LF - 8" HDPE@ 2.01% 3 LF - 12" HDPE@ 1.00% 107 LF - 15" HDPE@ 0.57% 62 LF - 15" HDPE@ 0.44% 45 LF - 18" HDPE@ 0.00% 24 LF - 12" HDPE@ 1.00% 25 LF - 12" HDPE@ 1.00% STRM-305STORM MANHOLEWITH 4' SUMPRE:868.78IE:864.50 N 18 LF - 36" HDPE@ 1.00% 22 LF - 24" HDPE@ 1.07% RD-300CONNECTION TO PARKING RAMPSTORM WATER DRAINAGERE:867.18IE:865.00 S 870866 866867868869871872 876877 878 2.60%4.73%2.89%869871 ME:878.70 ME:877.50 ME:875.56 ME:875.95 ME:877.79 880 880 870870871871872880879880 878 878 879 881 879 873 875 876 878 SEE SHEET C502 FORGRADING PLANENLARGEMENTS SEE SHEET C502 FORGRADING PLANENLARGEMENTS SEE SHEET C502 FORGRADING PLANENLARGEMENTS STRM-400CBMH CIRCLE INLETRE:878.36IE:874.52 S 133 LF - 12" HDPE@ 1.00%879.80 STRM-401CONNECT TO PARKING RAMP STORM WATER PIPESEE PLUBMING DRAWINGSIE:873.19 N OCS-300WEIR WALL: 863.50 IERE:866.43IE:862.54 SEIE:862.54 SIE:862.54 W 17 LF - 12" HDPE@ 0.00% YD-30524" INLET GRATE SURFACE DRAINRE:865.50IE:862.54 N 88 LF - 24" HDPE@ 0.50% 880 880879879 STRM-307STORM MANHOLERE:869.56IE:862.78 NW 5,562 CF OF FLOOD STORAGE 133 LF - 24" HDPE@ 0.10% SEE SHEET C502 FORGRADING PLANENLARGEMENTS 1.23%SEE SHEET C502 FORGRADING PLANENLARGEMENTS STRM-205CBMH 48" 2' x 3'RE:878.23IE:874.74 SE SEE SHEET C502 FORGRADING PLANENLARGEMENTS 879.69879.70 879.35 879.60 879.21 878.99 878.38 879.46 878.54 ME:865.15 876.82 879.21879.35880.02880.02879.25877.83877.48877.59878.22878.20 880.07 879.44879.45 879.45879.57879.72 877.73 877.76 877.58877.56 880.99 880.50 880.86880.55 879.22879.31 879.45 879.30 878.76 ME:878.51880.57 879.95 879.93880.16 878.27878.32 878.03877.73 877.71 878.29 877.95877.97 877.90 877.83 BW:875.79TW:875.80 877.78877.77 877.77877.81 877.95 879.87 880.39 880.06879.91 879.93 880.58 878.82 BW:868.50TW:880.50 BW:???TW:879.13 TW:880.50BW:868.00 BW:867.05TW:877.65 TW:873.73 BW:866.30 ME:865.61 ME:864.80 876.92 876.95 877.03 876.68 877.83 878.00875.64 876.03 877.14 877.26877.46877.65 877.88878.45 877.82 868.24 869.23870.00 869.38 869.68 870.09 867.87 868.27 867.76 880.92 880.95 880.69 880.58 880.57 880.70 880.04 879.57 879.72 877.80 877.81 876.25 876.23 876.11 877.07 877.07876.29 877.23877.90 877.66 878.29 878.43 878.64 879.07 BW:878.28 BW:878.38TW:878.38 TW:878.28 BW:878.16TW:878.16BW:878.16 TW:878.53BW:878.21 TW:878.28 BW:878.42TW:878.44 BW:879.23TW:879.23 TW:880.66BW:880.66 TW:880.73BW:880.74 881.00 879.92 879.07 880.20880.70 880.63 880.19880.29 879.78880.50 877.83 878.43 878.43 878.99 878.35 878.28877.89 878.01 880.70 879.15 878.89 868.19 877.86 878.10 868.00 879.11 877.50 877.50877.50 869.90869.88 868.00 868.94 869.81 TW:878.64BW:878.72 865.49 TW:879.37BW:879.37 BW:869.88TW:879.43 879.16 880.41880.19 880.07 879.98 879.98 880.07 880.43880.47 878.94878.86878.66 0.30% 66 LF - 12" HDPE@ 2.28% RD-100IE:874.00 SE STRM-306DETENTION SYSTEM RISERWITH CATCH BASIN TOPRE:868.79 ME:878.16 ME:877.20 ME:877.28 ME:877.35ME:877.39 BW:872.28TW:875.70 BW:872.28TW:875.70 BW:872.30TW:872.30 STRM-300STMH 72" 2'RE:879.86IE:869.38 EIE:869.27 SEIE:869.38 SW 29 LF - 24" HDPE@ 1.00%878.50 YD-30224" INLET GRATE SURFACE DRAINRE:877.82IE:871.42 N 33 LF - 12" HDPE@ 1.00% 878.50 879.15 867.87 ME:870.90 ME:871.00 ME:869.92 ME:869.68 ME:868.85 ME:868.74870 869869869.00 YD-30324" INLET GRATE SURFACE DRAINRE:867.75IE:864.96 S YD-30424" INLET GRATE SURFACE DRAINRE:867.72IE:865.12 S 879.81 879.96 879.76 880.01 880 PROPOSEDRESTAURANT8,800 SFFFE = 879.0 878.10878.50876877878879 878 8778778771.85%2.34%2. 4 7% 1.20%870870870 87 0 870.00 873.23 866.94 867.04 866.28 ME:864.17864.31 864.81 865 2.0 7% 879.67880879.89 879.93 879.72 879.12879.04 879.16 1.38%1.25%1.50%880.46 879.86 879.42 879.61 878.31 878.09 879.13 ME:879.63 3.54 %1.00%1.02%1.28%1.31%2.56%1.57%1.65%1.42%2.20% 2.64% 0.70% 0.97% 0.93%3.01% 2.65 % 881 KH PROJECT NO: DATE: NO DESCRIPTION DATE 6700 FRANCE AVE SEDINA, MN 55435 NOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. ISSUANCE HISTORY - THIS SHEET DEVELOPMENTAPPLICATIONS FEBRUARY 9, 2024 160570035 S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASanJose-44931961.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAAlexandria-44931957.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASantaMonica-44931945.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASanFrancisco-44931947.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASacramento-44931949.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGARochester-44931951.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAMinneapolis-44931953.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAMilwaukee-44931955.png KEYPLAN MOB PARKINGRAMP RESTAURANT NAME:DATE:REGISTRATION NUMBER: I HEREBY CERTIFY THAT THIS PLAN, THE LAWS OF THE STATE OF MINNESOTA I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN, NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED CIVIL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA NAME:DATE:REGISTRATION NUMBER: S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGABoston-44931963.png MEDICALOFFICEBUILDING Wildamere Capital Management6800 France Ave S #550Edina, MN 55435 Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435 Kimley-Horn767 N Eustis St #100St Paul, MN 55114 GRADING PLAN NOTES 1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF EDINA, SPECIFICATIONSAND BUILDING PERMIT REQUIREMENTS. 2.CONTRACTOR TO CALL GOPHER STATE CALL ONE @ <1-800-252-1166> AT LEAST TWOWORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS. 3.STORM SEWER PIPE SHALL BE AS FOLLOWS:RCP PER ASTM C-76HDPE: 0" - 10" PER AASHTO M-252HDPE: 12" OR GREATER PER ASTM F-2306PVC SCH. 40 PER ASTM D-3034STORM SEWER FITTINGS SHALL BE AS FOLLOWS:RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443HDPE PER ASTM 3212PVC PER ASTM D-3034, JOINTS PER ASTM D-3212 4.CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTING UTILITIES ANDTOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALLIMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. 5.SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELPOFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHENPLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATIONSHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 7.CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORMSEWER ALIGNMENTS. 8.GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TO SUBGRADEELEVATION AND LEAVE STREET READY FOR SUBBASE. 9.ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITYITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THECONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 10.REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE LAYOUT ANDELEVATIONS AND CASTING / STRUCTURE NOTATION. 11.CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTERWITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE. 12.INSTALL A MINIMUM OF <4" CLASS 5> AGGREGATE BASE UNDER CURB AND GUTTER ANDCONCRETE SIDEWALKS. 13.UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALLSTREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BE RE-VEGETATEDWITH A MINIMUM OF <4" OF TOPSOIL>. 14.ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISE NOTED. 15.GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYSSHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALLACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALLSIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPESEXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5%TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATESSHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADACRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGEORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. PROPOSED STORM SEWER PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED HIGH POINT ELEVATION HP:0.0 PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0 G:0.00 T:0.00 PROPOSED EMERGENCY OVERFLOW T/G:0.0 EOF:0.0 PROPOSED DRAINAGE DIRECTION 0.0% 0.00%PROPOSED ADA SLOPE ME:0.0 MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D 16. MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS. 17.CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IF LESSTHAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER IN LANDSCAPE AREAS. 18.ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE AT ELEVATION <XXX.XX> ORLOWER UNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR ROOF DRAINCONNECTION. 19.ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDINGMANHOLE CONNECTIONS. 20.ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENTPLUMBING CODE. 21.MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE INCONCRETE PAVEMENT AREAS. 22.CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB" WHEREPAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAYFROM GUTTER. GRADING PLAN NOTES NORTHGRADING ANDDRAINAGE PLAN C501 City of Edina Development Applications | February 9, 2024FRANCEon 70C502 - Grading ADA Details 879.51 879.51879.51879.51 879.51 0.02%0.02%0.04%0.00%0.04%1.12%1.20%1.22%1.15%1.25%1.26%1.29%1.29%1.20%879.51879.51 1.25%1.27%8801.46%881 879.84 879.78 879.73 879.68 879.64 879.61 0.31%0.44%0.53%0.58%0.65%0.78% 1.1 6 % 1.2 2 % 1.2 6 % 1.2 8 % 1.2 5 % 1.1 7 %1.05%1.15%1.18%1.16%1.12%1.04%878879877877.63 877.62 877.61 877.60 877.60 877.59 877.59 877.58 877.58 877.56 0.11%0.10%0.09%0.08%0.07%0.05%0.04%0.03%0.25%1.44% 1.18% 1.32% 1.17% 1.31% 1.16% 1.30% 1.14% 1.28% 1.11% 1.25% 1.08% 1.22% 1.05% 1.18% 1.01% 1.13% 0.96% 1.08% 0.94% 2.20% 878.99 878.95 878.93 878.99 879.02 879.05 14. 6 4 % 13 . 6 8% 4.2 2% 12. 2 5% 11 . 0 3% 9.8 6%3.32% 0.31% 3.89% 3.79%0.43% 879.51 879.54 879.56 879.19 879.59 879.61 877.560.12%4.71%2.38%4.76% 2.61 %1.31%0.55% 4.46%3.67% 4.39% 0.94%0.69%2.89%1.04%4.90% 875.62 875.67 875.61 875.97 876.11 875.99 877.01 877.02 0.50%0.50%876.23 876.29 876.25 875.88 875.88 876.08 D 877.63 3.09%1.32%4.52%1.73%1.58%0.10%1.41%4.40%1.04%0.05 %0.31%1.22% 877.90 877.80 877.81 877.23 877.26 877.66 877.72 877.67 877.59 877.66 877.66 878.29 878.30 877.74 877.74 877.32 877.33 0.10%1.00%0.14%1.26% 2.20% KH PROJECT NO: DATE: NO DESCRIPTION DATE 6700 FRANCE AVE SEDINA, MN 55435 NOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. ISSUANCE HISTORY - THIS SHEET DEVELOPMENTAPPLICATIONS FEBRUARY 9, 2024 160570035 S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASanJose-44931961.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAAlexandria-44931957.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASantaMonica-44931945.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASanFrancisco-44931947.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASacramento-44931949.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGARochester-44931951.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAMinneapolis-44931953.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAMilwaukee-44931955.png KEYPLAN MOB PARKINGRAMP RESTAURANT NAME:DATE:REGISTRATION NUMBER: I HEREBY CERTIFY THAT THIS PLAN, THE LAWS OF THE STATE OF MINNESOTA I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN, NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED CIVIL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA NAME:DATE:REGISTRATION NUMBER: S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGABoston-44931963.png MEDICALOFFICEBUILDING Wildamere Capital Management6800 France Ave S #550Edina, MN 55435 Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435 Kimley-Horn767 N Eustis St #100St Paul, MN 55114 ADA STALL DETAIL 1" = 10' ADA STALL DETAIL 1" = 10' ADA STALL DETAIL 1" = 10' GRADING ADADETAILS C502NORTHPROPOSED STORM SEWER PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED HIGH POINT ELEVATION HP:0.0 PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0 G:0.00 T:0.00 PROPOSED EMERGENCY OVERFLOW T/G:0.0 EOF:0.0 PROPOSED DRAINAGE DIRECTION 0.0% 0.00%PROPOSED ADA SLOPE ME:0.0 MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO DADA RAMP DETAIL 1" = 10' ADA RAMP DETAIL 1" = 10' ADA RAMP DETAIL 1" = 10' City of Edina Development Applications | February 9, 2024FRANCEon 71C600 - Overall Utility Plan PROPOSED PARKING RAMP40,000 S.F. / LEVEL195 TOTAL PARKING STALLS FFE L1=868.0FFE L2 = 881.0 PROPOSEDRESTAURANT8,800 SFFFE = 879.0 EXISTING 7 STORY BUILDINGFFE: 877.50 EXISTING 6 STORY BUILDINGFFE: 879.50 6800 FRANCE AVENUE SOUTH 6600 FRANCE AVENUE SOUTH PROPOSED MEDICALOFFICE BUILDING35,000 SF / FLOOR (3 TOTAL STORIES)FFE = 881.0Ø400.0'FIRE HYDRANTCOVERAGE AREA(TYP.) KH PROJECT NO: DATE: NO DESCRIPTION DATE 6700 FRANCE AVE SEDINA, MN 55435 NOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. ISSUANCE HISTORY - THIS SHEET DEVELOPMENTAPPLICATIONS FEBRUARY 9, 2024 160570035 S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASanJose-44931961.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAAlexandria-44931957.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASantaMonica-44931945.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASanFrancisco-44931947.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASacramento-44931949.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGARochester-44931951.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAMinneapolis-44931953.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAMilwaukee-44931955.png KEYPLAN MOB PARKINGRAMP RESTAURANT NAME:DATE:REGISTRATION NUMBER: I HEREBY CERTIFY THAT THIS PLAN, THE LAWS OF THE STATE OF MINNESOTA I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN, NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED CIVIL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA NAME:DATE:REGISTRATION NUMBER: S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGABoston-44931963.png MEDICALOFFICEBUILDING Wildamere Capital Management6800 France Ave S #550Edina, MN 55435 Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435 Kimley-Horn767 N Eustis St #100St Paul, MN 55114 UTILITY PLAN NOTES 1.ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 2.SANITARY SEWER PIPE SHALL BE AS FOLLOWS:8" PVC SDR35 PER ASTM D-3034, FOR PIPES LESS THAN 12' DEEP 8" PVC SDR26 PER ASTM D-3034, FOR PIPES MORE THAN 12' DEEP6" PVC SCHEDULE 40 PER ASTM D-3034DUCTILE IRON PIPE PER AWWA C150 3.WATER LINES SHALL BE AS FOLLOWS:6" AND LARGER, PVC C-900 PER ASTM D 2241CLASS 200 UNDER COUNTY ROADS, OTHERWISE CLASS 1504" AND LARGER DUCTILE IRON PIPE PER AWWA C150SMALLER THAN 3" PIPING SHALL BE COPPER TUBE TYPE "K" PERANSI 816.22 OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241. 4.MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 5.ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECT DOCUMENTS. 6.ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE). 7.CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-5" COVER ON ALL WATERLINES. 8.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES, OR ANY OBSTRUCTION (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE SCH. 40 OR C900 WITH MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVEMECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18" VERTICAL SEPARATION. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 9.LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 10.TOPS OF MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS, IN GREEN AREAS, WITH WATERTIGHT LIDS. 11.ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. 12.EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 13.REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 14.CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE CITY OF EDINA AND/OR STATE OF MN WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 15.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THECONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 16.CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. 17.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18.CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 19.BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) AND METERS ARE LOCATED IN THE INTERIOR OF THE BUILDING. REF. ARCH / MEP PLANS. 20.ALL ONSITE WATERMAINS AND SANITARY SEWERS SHALL BE PRIVATELY OWNED AND MAINTAINED. 21.ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITH REACTION BLOCKING.NORTHOVERALL UTILITYPLAN C600 SANITARY SEWER MANHOLE STORM SEWERSANITARY SEWER WATERMAIN GATE VALVE HYDRANT TEE REDUCER UNDERGROUND ELECTRICTELEPHONE GAS MAIN STORM SEWER LEGEND CO SANITARY CLEANOUTCO EXISTING PROPOSED City of Edina Development Applications | February 9, 2024FRANCEon 72C601 - Utility Plan PROPOSED PARKING RAMP40,000 S.F. / LEVEL195 TOTAL PARKING STALLS FFE L1=868.0FFE L2 = 881.0 PROPOSEDRESTAURANT8,800 SFFFE = 879.0 EXISTING 7 STORY BUILDING FFE: 877.50 EXISTING 6 STORY BUILDING FFE: 879.50 6800 FRANCE AVENUE SOUTH 6600 FRANCE AVENUE SOUTH PROPOSED MEDICALOFFICE BUILDING35,000 SF / FLOOR (3 TOTAL STORIES)FFE = 881.0 STUB 1IE:865.72 S SAN MH 100RE:909.65IE:865.41 NIE:865.41 SIE:865.41 W SAN MH 101RE:867.38IE:861.80 EIE:861.80 SIE:861.80 W SAN MH 102RE:866.64IE:862.61 NIE:861.09 EIE:861.09 W SAN MH 103RE:867.80IE:859.96 EIE:859.96 SW SAN MH EX. 1RE:869.09IE:858.67 NEIE:849.50 NIE:849.50 S STUB 3IE:862.18 N STUB 4IE:862.71 S STUB 2IE:865.70 N 31 LF - 6" PVC@ 1.00% 141 LF - 10" PVC@ 2.57% 71 LF - 10" PVC@ 1.00% 129 LF - 10" PVC@ 1.00% 30 LF - 6" PVC@ 1.00% 31 LF - 8" PVC@ 1.25% 113 LF - 10" PVC@ 1.00% 10 LF - 6" PVC@ 1.00%CONNECT TO BOTTOMLEVEL OF PARKINGGARAGE CONNECT TO EXISTINGBUILDING SERVICE PROPOSED 10"DIP WATER MAIN CONNECT PROPOSEDWATER MAIN TOEXISTING WATER MAIN PROPOSED 6" SANITARYSEWER PIPE CONNECT PROPOSEDSANITARY SEWER TO EXISTINGSANITARY MANHOLE RELOCATE ELECTRICALTRANSFORMER (T-3),REFERENCEELECTRICAL PLANS PROPOSED ELECTRICAL SERVICE PROPOSED 10" DIPWATER MAIN 3" GAS SERVICE LINE 10" WATER SERVICE LINE.CONNECT TO EXISTING BUILDING SERVICE PROPOSED 10"DIP WATER MAIN PROPOSEDTELECOMMUNICATIONSSERVICE PROPOSED 10" DIWATER MAIN CONNECT PROPOSEDWATER MAIN TOEXISTING WATER MAIN PROPOSED 10"DIP WATER MAIN TELECOM ELEC. GAS ELEC. GAS FIRE DEPARTMENT CONNECTION PROPOSED BUILDING TRANSFORMERT-6, SEE ELECTRICAL PLANS EXISTING TRANSFORMERT-5 EXISTING GAS METER BOTTOM OF STORM SEWER PIPE = 862.16TOP OF SANITARY SEWER PIPE = 860.29CLEARANCE = 1.87' BOTTOM OF STORM SEWER PIPE = 869.64TOP OF SANITARY SEWER PIPE = 866.04CLEARANCE = 3.59' BOTTOM OF STORM SEWER PIPE = 870.74TOP OF SANITARY SEWER PIPE = 865.93CLEARANCE = 4.81' BOTTOM OF STORM SEWER PIPE = 864.02TOP OF SANITARY SEWER PIPE = 862.46CLEARANCE = 1.56' BOTTOM OF STORM SEWER PIPE = 863.90TOP OF SANITARY SEWER PIPE = 860.63CLEARANCE = 3.26' EXISTING TRANSFORMERT-1ELEC. ELEC. A B C E E A F G I J F G I J H H H H H H H K L K L D D J MN O O O R R R R P P Q R S S SS T D H P R R P C KH PROJECT NO: DATE: NO DESCRIPTION DATE 6700 FRANCE AVE SEDINA, MN 55435 NOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. ISSUANCE HISTORY - THIS SHEET DEVELOPMENTAPPLICATIONS FEBRUARY 9, 2024 160570035 S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASanJose-44931961.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAAlexandria-44931957.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASantaMonica-44931945.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASanFrancisco-44931947.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASacramento-44931949.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGARochester-44931951.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAMinneapolis-44931953.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAMilwaukee-44931955.png KEYPLAN MOB PARKINGRAMP RESTAURANT NAME:DATE:REGISTRATION NUMBER: I HEREBY CERTIFY THAT THIS PLAN, THE LAWS OF THE STATE OF MINNESOTA I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN, NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED CIVIL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA NAME:DATE:REGISTRATION NUMBER: S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGABoston-44931963.png MEDICALOFFICEBUILDING Wildamere Capital Management6800 France Ave S #550Edina, MN 55435 Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435 Kimley-Horn767 N Eustis St #100St Paul, MN 55114 UTILITY PLAN NOTES 1.ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 2.SANITARY SEWER PIPE SHALL BE AS FOLLOWS:8" PVC SDR35 PER ASTM D-3034, FOR PIPES LESS THAN 12' DEEP 8" PVC SDR26 PER ASTM D-3034, FOR PIPES MORE THAN 12' DEEP 6" PVC SRD26 PER ASTM D-3034, FOR SANITARY SERVICES6" PVC SCHEDULE 40 PER ASTM D-3034DUCTILE IRON PIPE PER AWWA C150 3.WATER LINES SHALL BE AS FOLLOWS:6" AND LARGER, PVC C-900 PER ASTM D 2241CLASS 200 UNDER COUNTY ROADS, OTHERWISE CLASS 1504" AND LARGER DUCTILE IRON PIPE PER AWWA C150SMALLER THAN 3" PIPING SHALL BE COPPER TUBE TYPE "K" PERANSI 816.22 OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241. 4.MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 5.ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST BLOCKING, WITHSTAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECTDOCUMENTS. 6.ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE(OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE). 7.CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-5" COVER ON ALL WATERLINES. WATER MAIN SHALLMAINTAIN A MINIMUM OF 2' VERTICAL CLEARANCE AT UTILITY CROSSINGS. 8.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GASLINES, OR ANY OBSTRUCTION (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE SCH. 40 OR C900WITH MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THEWATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDEA MINIMUM OF 18" VERTICAL SEPARATION. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWAC-151) (CLASS 50). 9.LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 10.TOPS OF MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENTELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS, IN GREEN AREAS, WITHWATERTIGHT LIDS. 11.ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000P.S.I. 12.EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 13.REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 14.CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE CITY OF EDINA AND/ORSTATE OF MN WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 15.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTINGUTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, ANDWHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON ASBEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES ATLEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALLBE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICTWITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 16.CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BYCODES AND/OR UTILITY SERVICE COMPANIES. 17.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS ANDSPECIFICATIONS. 18.CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 19.BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) AND METERS ARE LOCATED IN THE INTERIOR OF THEBUILDING. REF. ARCH / MEP PLANS. 20.ALL ONSITE WATERMAINS AND SANITARY SEWERS SHALL BE PRIVATELY OWNED AND MAINTAINED. 21.ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITH REACTION BLOCKING. SANITARY SEWER MANHOLE STORM SEWER SANITARY SEWER WATERMAIN GATE VALVE HYDRANT TEE REDUCER UNDERGROUND ELECTRIC TELEPHONE GAS MAIN STORM SEWER LEGEND CO SANITARY CLEANOUTCO EXISTING PROPOSED NORTHUTILITY PLAN C601 City of Edina Development Applications | February 9, 2024FRANCEon 73C602 - Utility Details KH PROJECT NO: DATE: NO DESCRIPTION DATE 6700 FRANCE AVE SEDINA, MN 55435 NOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. ISSUANCE HISTORY - THIS SHEET DEVELOPMENTAPPLICATIONS FEBRUARY 9, 2024 160570035 S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASanJose-44931961.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAAlexandria-44931957.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASantaMonica-44931945.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASanFrancisco-44931947.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASacramento-44931949.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGARochester-44931951.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAMinneapolis-44931953.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAMilwaukee-44931955.png KEYPLAN MOB PARKINGRAMP RESTAURANT NAME:DATE:REGISTRATION NUMBER: I HEREBY CERTIFY THAT THIS PLAN, THE LAWS OF THE STATE OF MINNESOTA I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN, NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED CIVIL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA NAME:DATE:REGISTRATION NUMBER: S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGABoston-44931963.png MEDICALOFFICEBUILDING Wildamere Capital Management6800 France Ave S #550Edina, MN 55435 Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435 Kimley-Horn767 N Eustis St #100St Paul, MN 55114 UTILITY DETAILS C602 City of Edina Development Applications | February 9, 2024FRANCEon 74C603 - Utility Details KH PROJECT NO: DATE: NO DESCRIPTION DATE 6700 FRANCE AVE SEDINA, MN 55435 NOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. ISSUANCE HISTORY - THIS SHEET DEVELOPMENTAPPLICATIONS FEBRUARY 9, 2024 160570035 S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASanJose-44931961.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAAlexandria-44931957.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASantaMonica-44931945.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASanFrancisco-44931947.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASacramento-44931949.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGARochester-44931951.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAMinneapolis-44931953.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAMilwaukee-44931955.png KEYPLAN MOB PARKINGRAMP RESTAURANT NAME:DATE:REGISTRATION NUMBER: I HEREBY CERTIFY THAT THIS PLAN, THE LAWS OF THE STATE OF MINNESOTA I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN, NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED CIVIL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA NAME:DATE:REGISTRATION NUMBER: S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGABoston-44931963.png MEDICALOFFICEBUILDING Wildamere Capital Management6800 France Ave S #550Edina, MN 55435 Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435 Kimley-Horn767 N Eustis St #100St Paul, MN 55114 UTILITY DETAILS C603 City of Edina Development Applications | February 9, 2024FRANCEon 75C604 - Utility Details KH PROJECT NO: DATE: NO DESCRIPTION DATE 6700 FRANCE AVE SEDINA, MN 55435 NOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. ISSUANCE HISTORY - THIS SHEET DEVELOPMENTAPPLICATIONS FEBRUARY 9, 2024 160570035 S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASanJose-44931961.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAAlexandria-44931957.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASantaMonica-44931945.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASanFrancisco-44931947.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASacramento-44931949.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGARochester-44931951.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAMinneapolis-44931953.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAMilwaukee-44931955.png KEYPLAN MOB PARKINGRAMP RESTAURANT NAME:DATE:REGISTRATION NUMBER: I HEREBY CERTIFY THAT THIS PLAN, THE LAWS OF THE STATE OF MINNESOTA I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN, NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: NAME:DATE:REGISTRATION NUMBER: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED CIVIL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA NAME:DATE:REGISTRATION NUMBER: S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGABoston-44931963.png MEDICALOFFICEBUILDING Wildamere Capital Management6800 France Ave S #550Edina, MN 55435 Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435 Kimley-Horn767 N Eustis St #100St Paul, MN 55114 UTILITY DETAILS C604 STORMWATER MANAGEMENT NOTES 1.CONTRACTOR TO PROVIDE (2) DOUBLE RING INFILTROMETER TESTS WITHIN THE UNDERGROUND/ SURFACESYSTEM EXCAVATION PRIOR TO INSTALLATION OF THE UNDERGROUND/ SURFACE SYSTEM. THE CONTRACTORSHALL PROVIDE THE RESULTS TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION OF THEUNDERGROUND/ SURFACE SYSTEM. 2.CONTRACTOR SHALL OVER-EXCAVATE ALL FILL AS NECESSARY TO NATIVE POORLY GRADED SANDY SOILS.EXCAVATION SHALL BE REPLACED WITH SUITABLE ENGINEERED FILL MEETING THE MNDOT SPECIFICATION FORCOARSE FILTER AGGREGATE PER SECTION 3149.2H. DEPTHS OF FILL/URBAN FILL EXPECTED TO VARY,CONTRACTOR SHALL VERIFY DEPTHS OF EXCAVATION AND PERFORM INFILTROMETER TESTS PRIOR TOINSTALLING UNDERGROUND/ SURFACE SYSTEM. 3.IF NATIVE SUBGRADE SOILS BELOW FILL ARE DETERMINED TO NOT BE CONDUCIVE TO THE DESIGNINFILTRATION REQUIREMENTS, THE CONTRACTOR SHALL REMOVE AND REPLACE THE POORLY INFILTRATINGSOILS TO A DEPTH WHERE THE EXISTING NATIVE SUBGRADE SOILS MEET OR EXCEED THE DESIGNINFILTRATION RATE AS REVIEWED BY THE ENGINEER. 4.UPON COMPLETION OF THE STORMWATER BMP AND FINAL STABILIATION OF THE TRIBUTARY DRAINAGE AREA,THE CONTRACTOR SHALL PROVIDE DOCUMENTATION THE BMP AFTER A SIGNIFICAT RAIN EVENT THAT SHOWSTHE BMPS DRAWS DOWN WITHIN 48 HOURS. 5.FINAL EXCAVATION OF UNDERGROUND/ SURFACE INFILTRATION SYSTEM AREA AND INSTALLATION OF OFENGINEERED SOIL MUST OCCUR IN DRY SOIL CONDITIONS TO PREVENT SMEARING AND COMPACTION. DO NOTWORK IN INFILTRATION SYSTEM AREA IF SOIL CONDITIONS ARE WET. 6.IMMEDIATELY FOLLOWING SYSTEM CONSTRUCTION, THE EXCAVATION FOR THE TRENCH SHALL BEIMMEDIATELY BACKFILLED WITH APPROVED BACKFILL MATERIAL PER MANUFACTURER'S RECOMMENDATION,OR THE EXCAVATION SHALL BE PROTECTED WITH SILT FENCE AND OR BIO-ROLLS SUCH THAT ON-SITE SOILS DONOT ENTER THE TRENCH EXCAVATION AND CLOG UP THE BOTTOM/SIDES OF THE TRENCH LIMITING THEINFILTRATION CAPACITY OF THE UNDERGROUND/ SURFACE SYSTEM. 7.IF ANY SOILS ENTER THE TRENCH PRIOR TO BACKFILLING, THE CONTRACTOR SHALL REMOVE SOILS ANDCONFIRM THE INFILTRATION CAPACITY OF THE NATIVE SUBGRADE SOILS IS MET WITH INFILTROMETER TESTS. 8.CONTRACTOR SHALL COORDINATE AND COMPLETE CERTIFIED AS-BUILT PLANS DEMONSTRATING ALLCONSTRUCTED STORMWATER CONVEYANCE STRUCTURES, AND STORMWATER MANAGEMENT FACILITIES(INCLUDING AS-BUILT VOLUMES) CONFORM TO DESIGN AND/OR PLANS AS APPROVED BY THE CITY. 9.STORMWATER MANAGEMENT AREAS TO BE KEPT OFF-LINE UNTIL DISTURBED AREAS ARE RESTORED. IF NOTPOSSIBLE, SYSTEMS MUST BE CLEANED OUT PRIOR TO CERTIFICATE OF OCCUPANCY. 10.STOCKPILING OF MATERIAL SHALL NOT BE ALLOWED IN PROPOSED BMP'S. 11.NO CONSTRUCTION EQUIPMENT SHALL BE ALLOWED IN THE BMP FOOTPRINTS BEFORE OR AFTERCONSTRUCTION. ONLY SPECIFIED EQUIPMENT WILL BE ALLOWED INSIDE FOR THE SOLE PURPOSE OFCONSTRUCTION OF THE SURFACE BASIN. 12.ALL INFILTRATION AREAS SHALL BE PROTECTED DURING CONSTRUCTION OPERATIONS. 13.GRADING OF THE SURFACE INFILTRATION BASINS SHALL BE ACCOMPLISHED USING LOW-IMPACT,EARTH-MOVING EQUIPMENT TO PREVENT COMPACTION OF THE UNDERLYING SOILS. A BACKHOE WITHTOOTHED BUCKET SHALL BE USED FOR EXCAVATION OF FILTRATION BASINS TO PREVENT COMPACTION ORSMEARING OF SOILS. THE CONTRACTOR SHALL SCARIFY THE UNDERLYING SOIL TO MINIMUM 18" DEPTH TOREMOVE COMPACTION. THE FIRST LIFT OF ENGINEERED SOIL SHALL BE MIXED WITH UNDERLYING SOILS.LEVELING AND FINAL GRADING WITHIN THE CELL MUST BE DONE BY HAND. ALL JOINTS IN MANHOLE TOHAVE "O" RING RUBBER GASKET PLAN PRECAST CONCRETEMANHOLE BASE PRECAST CONCRETEMANHOLE SECTION SECTION PIPE SHALL BE CUTFLUSH WITH INSIDEFACE OF WALL 48" DIA IE:874.70 SEE GRADING PLANFOR RIM ELEVATION PIPE SHALL BE CUT FLUSHWITH INSIDE FACE OF WALL OUTLET CONTROL STRUCTURE (OCS 201) TOP WEIR WALLEL: 876.75 MANHOLE MUST CONFORM TOCITY STANDARDS ANDSPECIFICATIONS 4' WIDE WEIR WALL NOT TO SCALE OUTLETFLOW ALL JOINTS IN MANHOLE TOHAVE "O" RING RUBBER GASKET PLAN INTLET FLOW PRECAST CONCRETEMANHOLE BASE PRECAST CONCRETEMANHOLE SECTION SECTION PIPE SHALL BE CUTFLUSH WITH INSIDEFACE OF WALL 60" DIA FLOW24" INTLET IE:871.00 SEE GRADING PLANFOR RIM ELEVATION 24" OUTLET PIPE SHALL BE CUT FLUSHWITH INSIDE FACE OF WALL IE: 871.00 OUTLET CONTROL STRUCTURE (OCS 200) TOP WEIR WALLEL: 873.00 MANHOLE MUST CONFORM TOCITY STANDARDS ANDSPECIFICATIONS 5' WIDE WEIR WALL NOT TO SCALE FLOW OUTLET FLOW ALL JOINTS IN MANHOLE TOHAVE "O" RING RUBBER GASKET PLAN INTLET FLOW PRECAST CONCRETEMANHOLE BASE PRECAST CONCRETEMANHOLE SECTION SECTION PIPE SHALL BE CUTFLUSH WITH INSIDEFACE OF WALL 60" DIA FLOW24" INTLET IE:862.54 SEE GRADING PLANFOR RIM ELEVATION PIPE SHALL BE CUT FLUSHWITH INSIDE FACE OF WALL IE: 862.54 OUTLET CONTROL STRUCTURE (OCS 300) TOP WEIR WALLEL: 863.50 MANHOLE MUST CONFORM TOCITY STANDARDS ANDSPECIFICATIONS NOT TO SCALE OUTLETFLOW 15" OUTLETFLOW 6" ORIFICEIE: 875.30 12" x 8" ORIFICEIE: 872.00 24" OUTLETFLOW 12" PIPEIE: 862.54 5' WIDE WEIR WALL INTLETF LOW BASIN TOP: 877.50 STORMWATER INFILTRATION BASIN (BMP #4) NOT TO SCALE BASIN BOTTOM: 873.50 2:1 MAX2:1 M A X 100 YR HWL: 877.01 OCS-201SEE GRADING PLAN FORTOP OF STRUCTURE NATIVE SOILS,SEE NOTES ON THIS PAGE 15" CULVERTIE: 874.70 City of Edina Development Applications | February 9, 2024FRANCEon 76L100 - Tree Protection Plan xxX XUCFRIDGEUCFRIDGEJ J 1011041021035"CRAB1123"ELM3"ELM3"ELM3"LILAC 3"LILAC3"LILAC3"LILAC3"LILAC 3"LILAC14"MPL13"MPL12"MPL12"MPL13"MPL11"MPL3"ELM3"ELM8"CRAB8"CRAB8"CRAB14"CRAB12"CRAB15"CRAB143146145 14720"ASH12"PEP4-3"CRAB4-3"CRAB 5-2"CRAB11"CRAB3-8"CRAB6-4"CRAB9"CRAB6"CRAB6"CRAB4"CRAB4"CRAB1064-6"CRAB7"CRAB3-4"CRAB5-2"CRAB1271301321315"CRAB4-4"CRAB12912828"ASH 21"ASH (5-9) -(1 -2" )ARB120119 11811 511411322"ASH20"ASH21"ASH21"ASH21"ASH18"ASH15"CRAB12"CRAB12"CRAB21"CRAB12"CRAB12"CRAB9"CRAB8"CRAB8"CRAB8"CRAB8"CRAB15"CRAB18318218121"ASH15"WIL 16816716616516418"COT1634"ASH1606"TR1615"ASH16215815 912"WIL17918 0175 174176173172157155156187226225224 22 2223184 1886"ELM5"ASH2-7"ASH5"ASH4"ELM2-8"ELM196200199201 198 197 4"ASH206204203105169AMUR MPL AMUR MPLAMUR MPLAMUR MPLAMUR MPLAMUR MPLAMUR MPL ARBARBARBARBARBARBARBARBARBARBARBARBARBARBARB18 5186171170178177SSSSSDDCO DDDDDDCODDDD1. ALL WORK NEAR PROTECTED EXISTING TREES TO BE PERFORMED IN CONSULTATION WITH A CERTIFIED ARBORIST.2. ALL WORK WITHIN TREE PROTECTION ZONE MUST BE DONE BY HAND AFTER A SITE MEETING WITH THE PROJECT ARBORIST.3. ALL ROOTS OVER 2”DIAMETER MUST BE RETAINED UNLESS OTHERWISE DECIDED BY THE PROJECT ARBORIST.4. CAREFUL HAND-DUG EXPLORATORY TRENCHING WILL BE DONE BEFORE ANY EXCAVATION OCCURS WITHIN CRITICAL ROOT ZONE.5. ONLY THOSE PERSONS AUTHORIZED BY THE CITY MAY REMOVE ANY TREES FROM PUBLIC LAND. TREES REMOVED FROM ANY PUBLIC LAND INCLUDING CITY, COUNTRY OR STATE RIGHT-OF-WAY SHALL BE REPLACED BY THE PERSON OR ENTITY WHO REMOVED IT. REPLACEMENT SHALL BE IN THE FOLLOWING MANNER: A. REPLACEMENT OF ANY LIVE TREE WHICH IS REMOVED FROM ANY PUBLIC LAND SHALL BE REQUIRED ON A CALIPER INCH FOR CALIPER INCH BASIS. THE CITY MAY ALSO ELECT TO RECEIVE CASH IN LIEU OF TREES BASED ON FREE PER CALIPER INCH DETERMINED BY THE CITY COUNCIL.B. REPLACEMENT TREES SHALL BE OF SPECIES APPROVED BY THE CITY FORESTER. GENERAL NOTES -TREE PROTECTION 2 2 1 PARKING STRUCTURE RESTAURANT MEDICAL OFFICE BUILDING 6800 FRANCE 6800 FRANCE PARKING STRUCTURE VALLEY VIEW ROAD FRANCE AVE SOUTH 6600 FRANCE FRANCE AVE SOUTHPRIVATE ROADPRIVATE ROADPROPERTY LINE PROPERTY LINE PROPERTY LINE LIMIT OF WORK LIMIT O F WORK LIMIT OF W ORK LIMIT OF WORK LIMIT OF WORKPRIVATE ROADLEGEND -TREE PROTECTION TREE PROTECTION FENCING HGA NO: DATE: NO DESCRIPTION DATE 6700 FRANCE AVE S EDINA, MN 55435NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C ISSUANCE HISTORY - THIS SHEET DEVELOPMENT APPLICATIONS FEBRUARY 9, 2024 4614-006-00 KEYPLAN MOB PARKING RAMP RESTAURANT MEDICALOFFICE BUILDING Wildamere Capital Management6800 France Ave S #550Edina, MN 55435 Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435 Kimley-Horn767 N Eustis St #100St Paul, MN 55114 2/7/2024 11:53:21 AM Autodesk Docs://OnFrance-MOB_4614-006-00/L23-On France MOB_461400600.rvtL100 TREEPROTECTIONPLAN AuthorKEYNOTES - TREE PROTECTION #DESCRIPTION1 FENCING FOLLOWS TOP OF EXISTING STONE WALL2 WORK TO BE COMPLETED BY HAND, AFTER TREE PROTECTION FENCING IS REMOVED 1" = 30'-0"1 OVERALL TREE PROTECTION PLAN City of Edina Development Applications | February 9, 2024FRANCEon 77L101 - Tree Demolition Plan 870.3xxX X 12"CRAB 15"ASH12"ASH5_5"ASH13"ASH13"ASH121137 5"CRAB14"ASH9"ASH18"ASH3_4"CRAB2_3"CRAB14420"RO2051486-4"CRAB150 5-4"CRAB2-4"CRAB4-4"CRAB4"CRAB1511523-4"CRAB2281533-4"CRAB7"CRAB3-5"CRAB2-6"MPL3-5"MPL1261241231224-8"CRAB12531"ASH2-5"BAS3-4"BAS3-4"BAS2-3"BAS4-4"BAS27"ASH 3-2"BAS2-2"SPR3-4"CRAB3-6"CRAB 2-4"CRAB4-6"MP L 13813914028"ASH1341338"POP1361351171169"ASH1545"ASH2-7"BOX2-5"BOX221220219218217216 215 4"ASH4-9"BAS1931891901911941952132112122145"ASH207ARB15-AMURMPLS15-AMUR MPLS 18-AMU R MPLSAMUR MPLAMUR MPLARBARBARBARBARBARBARBARBARBARBAMUR MPLAMUR MPLAMUR MPL AMUR MPLAMUR MPLAMUR MPLAMUR MPLAMUR MPLAMUR MPLLILAC LILAC LILACLILAC LILAC13-AMERICAN CRANBERRY BUSHES227 1011041021035"CRAB1123"ELM3"ELM3"ELM3"LILAC 3"LILAC3"LILAC3"LILAC3"LILAC 3"LILAC14"MPL13"MPL12"MPL12"MPL13"MPL11"MPL3"ELM3"ELM8"CRAB8"CRAB8"CRAB14"CRAB12"CRAB15"CRAB143146145 14720"ASH12"PEP4-3"CRAB4-3"CRAB 5-2"CRAB11"CRAB3-8"CRAB6-4"CRAB9"CRAB6"CRAB6"CRAB4"CRAB4"CRAB1064-6"CRAB7"CRAB3-4"CRAB5-2"CRAB1271301321315"CRAB4-4"CRAB129128 28"ASH 21"ASH (5-9) -(1 -2" )ARB120119 118115114113 22"ASH20"ASH21"ASH21 "ASH21"ASH18"ASH15"CRAB12"CRAB12"CRAB21"CRAB12"CRAB12"CRAB9"CRAB8"CRAB8"CRAB8"CRAB8"CRAB15"CRAB183 18218121"ASH15"WIL 16816716616516418"COT1634"ASH1606"TR1615"ASH16215815912"WIL179180175 174 1761731721571551561872262252242222231841886"ELM5"ASH2-7"ASH5"ASH4"ELM2-8"ELM19 62001992 0119 8197 4"ASH20620420310 5169AMUR MPL AMUR MPLAMUR MPLAMUR MPLAMUR MPLAMUR MPLAMUR MPL ARBARBARBARBARBARBARBARBARBARBARBARBARBARBARB18518617117017817788880 880 880 880880 880885 880 880875880880875880875 875 870 880865 865865 871 871871 872869869 881 881 882 882 882 882 881881 868 867 871 872 871 871 869 868 867 866867868869867869 868 8678668 64863867868869 871 872 873 87 4876 877 878 879881 882 877877879878877876874873872871869868867 868869 869873874871 872876871871 869869873874871872876 877871 874873 872871871 871 872873874876877878879881882877878879882882881 882 881882 882 881 879878877 876 881881879878882 883884884 883882879 881 877TOTAL DBH OF REMOVED PROTECTEDTREES (IN.)353 TOTAL DBH OF REMOVED HERITAGE TREES (IN.) 128 MIN. REQ. PROTECTED TREEREPLACEMENT DBH(75% CUMULATIVE DBH; MIN. 3.5" CAL.)264 TOTAL REQ. HERITAGE TREEREPLACEMENT DBH (100% CUMULATIVE DBH; MIN 4.5"CAL.)) 128 TOTAL HEIGHT OF REMOVED PROTECTEDTREES (FT.)60 TOTAL HT. OF REMOVED HERITAGE TREES (FT.) 260 MIN. REQ. PROTECTED TREEREPLACEMENT HEIGHT(75% CUMULATIVE HT.; MIN. 8' HT.)45 MIN. REQ. HERITAGE TREEREPLACEMENT DBH (100% CUMULATIVE HT.; MIN. 10' HT)260 TOTAL DBH TO BE REPLACED (IN)392 TOTAL REQ. DBH OF NEW TREES, >3.5" CAL (50% TOTAL REPLACEMENT DBH)196 TOTAL REQ. # OF NEW TREES, >3.5" CAL 56 TOTAL REQ. DBH OF NEW TREES, >4.5" CAL (25% TOTAL REPLACEMENT DBH)98 TOTAL REQ. # OF NEW TREES, >4.5" CAL 22 TOTAL REQ. DBH OF NEW TREES, >5.5" CAL (25% TOTAL REPLACEMENT DBH)98 TOTAL REQ. # OF NEW TREES, >5.5" CAL 18 TOTAL HT TO BE REPLACED (FT)305 MIN. TOTAL REQ. HT. OF NEW TREES, >8' (50% TOTAL REPLACEMENT HT.)153 TOTAL REQ. # OF NEW TREES, >8' HT. 5 MIN. TOTAL REQ. HT. OF NEW TREES, >10' (25% TOTAL REPLACEMENT)76 TOTAL REQ. # OF NEW TREES, >10' HT.18 MIN TOTAL REQ. HT. OF NEW TREES, >12' (25% TOTAL REPLACEMENT HT.)76 TOTAL REQ. # OF NEW TREES, >12' HT. 7 TOTAL AREA OF SITE 22.47 ACRES TAG NO. TREEDBH(IN.) TREEHGT.(FT.)SPECIES CONDITION STATUS TYPE 110 18 20'COLORADOBLUE SPRUCE POOR CONIFEROUS 116 25 LITTLE LEAFLINDEN POOR DECIDUOUS 117 25 BURR OAK FAIR PROTECTED DECIDUOUS 121 37 WHITE OAK GOOD HERITAGE DECIDUOUS 122 5 PAPER BIRCH POOR DECIDUOUS 123 25 35' - 40'SCOTCH PINE GOOD HERITAGE CONIFEROUS 124 19 35' - 40'SCOTCH PINE GOOD HERITAGE CONIFEROUS 125 25 RED MAPLE POOR DECIDUOUS 126 11 THORNLESSHONEYLOCUST GOOD PROTECTED DECIDUOUS 133 10 AUTUMN BLAZEMAPLE GOOD PROTECTED DECIDUOUS 134 7 15'BLACK HILLSSPRUCE GOOD PROTECTED CONIFEROUS 135 8 15'BLACK HILLSSPRUCE FAIR PROTECTED CONIFEROUS 136 9 15'BLACK HILLSSPRUCE GOOD PROTECTED CONIFEROUS 137 15 15' JACK PINE GOOD PROTECTED CONIFEROUS 138 12 40'BLACK HILLSSPRUCE GOOD HERITAGE CONIFEROUS 139 10 40'BLACK HILLSSPRUCE GOOD HERITAGE CONIFEROUS 140 13 40'BLACK HILLSSPRUCE GOOD HERITAGE CONIFEROUS 144 18 THORNLESSHONEYLOCUST GOOD PROTECTED DECIDUOUS 148 14 30' - 35'COLORADOBLUE SPRUCE GOOD HERITAGE CONIFEROUS 149 13 30' - 35'COLORADOBLUE SPRUCE GOOD HERITAGE CONIFEROUS 150 27 NORWAY MAPLE GOOD PROTECTED DECIDUOUS 151 21 AMERICANLINDEN GOOD PROTECTED DECIDUOUS 152 22 AMERICANLINDEN GOOD PROTECTED DECIDUOUS 153 30 WHITE OAK GOOD HERITAGE DECIDUOUS 189 20 WHITE OAK FAIR PROTECTED DECIDUOUS 190 30 WHITE OAK FAIR HERITAGE DECIDUOUS 191 8 SIBERIAN ELM FAIR PROTECTED DECIDUOUS 192 7 WHITE OAK FAIR PROTECTED DECIDUOUS 193 10 WHITE OAK FAIR PROTECTED DECIDUOUS 194 29 WHITE OAK FAIR PROTECTED DECIDUOUS 195 12 WHITE OAK FAIR PROTECTED DECIDUOUS 205 31 COTTONWOOD FAIR DECIDUOUS 207 16 AMERICANLINDEN FAIR PROTECTED DECIDUOUS 208 6 SIBERIAN ELM FAIR PROTECTED DECIDUOUS 209 6 SIBERIAN ELM FAIR PROTECTED DECIDUOUS 210 7 SIBERIAN ELM FAIR PROTECTED DECIDUOUS 211 17 WHITE OAK GOOD PROTECTED DECIDUOUS 212 19 WHITE OAK GOOD PROTECTED DECIDUOUS 213 28 WHITE OAK POOR DECIDUOUS 214 17 WHITE OAK POOR DECIDUOUS 215 7 WHITE OAK FAIR PROTECTED DECIDUOUS 216 5 WHITE OAK FAIR PROTECTED DECIDUOUS 217 8 WHITE OAK FAIR PROTECTED DECIDUOUS 218 9 WHITE OAK FAIR PROTECTED DECIDUOUS 219 7 WHITE OAK FAIR PROTECTED DECIDUOUS 220 7 WHITE OAK FAIR PROTECTED DECIDUOUS 221 30 WHITE OAK POOR HERITAGE DECIDUOUS 227 31 WHITE OAK GOOD HERITAGE DECIDUOUS 228 19 AMERICANLINDEN GOOD PROTECTED DECIDUOUS 11019 "ASH24"ASHPROPERTY LINE LIMIT OF WORK PROPERTY LINE LIMIT OF WORK REMOVE 18 AMUR MAPLESREMOVE 15 AMUR MAPLES REMOVE 15 AMUR MAPLES REMOVE SHRUBS DECIDUOUS REPLACEMENT CALCULATIONS (VOLUNTARY) CONIFEROUS REPLACEMENT CALCULATIONS (VOLUNTARY) TREE DEMOLITION SCHEDULE LEGEND -TREE REMOVAL TREE TO BE REMOVED TREE TO REMAIN, REFER TO TREE PROTECTION PLAN 66TH STREETHGA NO: DATE: NO DESCRIPTION DATE 6700 FRANCE AVE S EDINA, MN 55435NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C ISSUANCE HISTORY - THIS SHEET DEVELOPMENT APPLICATIONS FEBRUARY 9, 2024 4614-006-00 KEYPLAN MOB PARKING RAMP RESTAURANT MEDICALOFFICE BUILDING Wildamere Capital Management6800 France Ave S #550Edina, MN 55435 Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435 Kimley-Horn767 N Eustis St #100St Paul, MN 55114 2/7/2024 11:53:24 AM Autodesk Docs://OnFrance-MOB_4614-006-00/L23-On France MOB_461400600.rvtL101 TREEDEMOLITIONPLAN Author1" = 30'-0"1 TREE DEMOLITION PLAN 1" = 30'-0"2 TREE DEMOLITION PLAN - NORTH AREA City of Edina Development Applications | February 9, 2024FRANCEon 78L200 - Overall Landscape Plan xxWOOD WALLUCFRIDGEUCFRIDGEJJ 1. UTILIZE "CALL 811" UTILITY LOCATION PRIOR TO ALL EXCAVATION ACTIVITY.2. REFER TO CIVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION3. CONTRACTOR TO OBTAIN DIGITAL DRAWING FILE FOR LAYOUT OF LOCATION VERIFICATION OF ALL SITE AND LANDSCAPE FEATURES4. CONTRACTOR RESPONSIBLE FOR VERIFYING ALL QUANTITIES5. CONTRACTOR TO FIELD COORDINATE PLACEMENT/LAYOUT OF BOULDERS WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. GENERAL NOTES -LAYOUT & MATERIALS REFER TO AREA A REFER TO AREA B PARKING STRUCTURE RESTAURANT MEDICAL OFFICE BUILDING 6800 FRANCE VALLEY VIEW ROAD FRANCE AVE SOUTH 6600 FRANCE PRIVATE ROADPRIVATE ROADPROPERTY LINE PROPERTY LINE PROPERTY LINELIMIT OF WORK LIMIT OF W O RKLIMIT OF WORKLIMIT OF WORK LIMIT OF WORKHGA NO: DATE: NO DESCRIPTION DATE 6700 FRANCE AVE S EDINA, MN 55435NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C ISSUANCE HISTORY - THIS SHEET DEVELOPMENT APPLICATIONS FEBRUARY 9, 2024 4614-006-00 MEDICALOFFICE BUILDING Wildamere Capital Management6800 France Ave S #550Edina, MN 55435 Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435 Kimley-Horn767 N Eustis St #100St Paul, MN 55114 2/7/2024 11:53:44 AM Autodesk Docs://OnFrance-MOB_4614-006-00/L23-On France MOB_461400600.rvtL200 OVERALLLANDSCAPEPLAN Author1" = 50'-0"1 Overall Landscape Plan City of Edina Development Applications | February 9, 2024FRANCEon 79L210 - Layout & Materials Plan - Area A xxUCFRIDGEUCFRIDGE6 3 3 3 3 11 4 1 23 6800 FRANCE PARKING STRUCTURE 5 E1 VALLEY VIEW ROAD 11 PROPERTY LINE LIMIT OF WORKLIMIT OF WORK PRIVATE ROAD14 18 3 3 3 12 E2 25 25 257 7 7 7 5 27 27 27 27 LEGEND -LAYOUT & MATERIALS EDGINGREFER TO SPEC 321540 STONE SURFACING 1REFER TO SPEC 321540 PEDESTRIAN CONCRETE PAVING VEHICULAR CONCRETE PAVING -TYPE 1 PLANTING AREA WOOD MULCH PAVING LAWN PLANTING AREA ON STRUCTURE NEW TREEREFER TO L400 SERIES EXISTING TREETO BE PRESERVED U.N.O; REFER TO L100 SERIES PED. STAMPED CONCRETE PAVING STORMWATER MANAGEMENT AREA;REFER TO CIVIL FOR SOIL MIX VEH. STAMPED CONCRETE PAVING HGA NO: DATE: NO DESCRIPTION DATE 6700 FRANCE AVE S EDINA, MN 55435NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C ISSUANCE HISTORY - THIS SHEET DEVELOPMENT APPLICATIONS FEBRUARY 9, 2024 4614-006-00 MEDICALOFFICE BUILDING Wildamere Capital Management6800 France Ave S #550Edina, MN 55435 Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435 Kimley-Horn767 N Eustis St #100St Paul, MN 55114 2/7/2024 11:53:54 AM Autodesk Docs://OnFrance-MOB_4614-006-00/L23-On France MOB_461400600.rvtL210 LAYOUT &MATERIALSPLAN - AREA A Author1" = 20'-0"1 Layout and Materials Plan - Area A MATCHLINE L211 KEYNOTES - LAYOUT & MATERIALS... #DESCRIPTION1 PEDESTRIAN CONCRETE PAVING2 PEDESTRIAN STAMPED CONCRETE PAVING3 SALVAGED STONE SEAT WALL; DETAIL 4/L2204 WOOD MULCH PAVING; DETAIL 3/L2205 VEHICULAR ASPHALT PAVING; REFER TO CIVIL6 VEHICULAR CONCRETE PAVING; REFER TO CIVIL7 VEHICULAR STAMPED CONCRETE PAVING; REFER TO CIVIL8 CONCRETE STAIR; DETAIL 5/L2209 SS HANDRAIL; DETAIL 5/L22010 RAISED PLANTER ON STRUCTURE11 STONE SURFACING; DETAIL 1/L22012 PAVEMENT STRIPING; REFER TO CIVIL14 RETAINING WALL; REFER TO ARCH15 PEDESTRIAN CONCRETE PAVING ON STRUCTURE KEYNOTES - LAYOUT & MATERIALS... #DESCRIPTION16 PLANTING AREA ON STRUCTURE17 STORMWATER BMP; REFER TO CIVIL18 BIKE RACK; SURFACE MOUNT20 BOLLARD; SURFACE MOUNT21 TIE INTO EXISTING HARD SURFACING22 MONUMENT SIGN23 RETAINING WALL; REFER TO CIVIL25 CURB AND GUTTER; REFER TO CIVIL26 RIP RAP; REFER TO CIVIL27 WOOD MULCH SURFACING ON ALL AREAS WITHIN LIMITS OFDISTURBANCE NOT IDENTIFIED AS PLANTINGE1 EXISTING CONCRETE PAVINGE2 EXISTING WALL MATCHLINE L211 City of Edina Development Applications | February 9, 2024FRANCEon 80L211 - Layout & Materials Plan - Area B xDN 21 21 3 1 1 5 17 6 5 6 3 3 1 8 8 9 8 10 11 11 11 11 11 1 1 1 1 12 125 5 5 PARKING STRUCTURE RESTAURANT MEDICAL OFFICE BUILDING 5 6800 FRANCE EXISTING PATIO 23 FRANCE AVE SOUTH 16 1 12 12 1 6600 FRANCE PRIVATE ROADPRIVATE ROAD11 11 11 PROPERTY LINE LIMIT OF WORK LIMIT O F WORK LIMIT OF WORK20 20 12 22 14 14 22 12 25 25 25 2 2 2 7 7 7 115 1 5 26 26 27 LEGEND -LAYOUT & MATERIALS EDGINGREFER TO SPEC 321540 STONE SURFACING 1REFER TO SPEC 321540 PEDESTRIAN CONCRETE PAVING VEHICULAR CONCRETE PAVING -TYPE 1 PLANTING AREA WOOD MULCH PAVING LAWN PLANTING AREA ON STRUCTURE NEW TREEREFER TO L400 SERIES EXISTING TREETO BE PRESERVED U.N.O; REFER TO L100 SERIES PED. STAMPED CONCRETE PAVING STORMWATER MANAGEMENT AREA;REFER TO CIVIL FOR SOIL MIX VEH. STAMPED CONCRETE PAVING HGA NO: DATE: NO DESCRIPTION DATE 6700 FRANCE AVE S EDINA, MN 55435NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C ISSUANCE HISTORY - THIS SHEET DEVELOPMENT APPLICATIONS FEBRUARY 9, 2024 4614-006-00 MEDICALOFFICE BUILDING Wildamere Capital Management6800 France Ave S #550Edina, MN 55435 Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435 Kimley-Horn767 N Eustis St #100St Paul, MN 55114 2/7/2024 11:54:10 AM Autodesk Docs://OnFrance-MOB_4614-006-00/L23-On France MOB_461400600.rvtL211 LAYOUT &MATERIALSPLAN - AREA B AuthorKEYNOTES - LAYOUT & MATERIALS... #DESCRIPTION1 PEDESTRIAN CONCRETE PAVING2 PEDESTRIAN STAMPED CONCRETE PAVING3 SALVAGED STONE SEAT WALL; DETAIL 4/L2204 WOOD MULCH PAVING; DETAIL 3/L2205 VEHICULAR ASPHALT PAVING; REFER TO CIVIL6 VEHICULAR CONCRETE PAVING; REFER TO CIVIL7 VEHICULAR STAMPED CONCRETE PAVING; REFER TO CIVIL8 CONCRETE STAIR; DETAIL 5/L2209 SS HANDRAIL; DETAIL 5/L22010 RAISED PLANTER ON STRUCTURE11 STONE SURFACING; DETAIL 1/L22012 PAVEMENT STRIPING; REFER TO CIVIL14 RETAINING WALL; REFER TO ARCH15 PEDESTRIAN CONCRETE PAVING ON STRUCTURE KEYNOTES - LAYOUT & MATERIALS... #DESCRIPTION16 PLANTING AREA ON STRUCTURE17 STORMWATER BMP; REFER TO CIVIL18 BIKE RACK; SURFACE MOUNT20 BOLLARD; SURFACE MOUNT21 TIE INTO EXISTING HARD SURFACING22 MONUMENT SIGN23 RETAINING WALL; REFER TO CIVIL25 CURB AND GUTTER; REFER TO CIVIL26 RIP RAP; REFER TO CIVIL27 WOOD MULCH SURFACING ON ALL AREAS WITHIN LIMITS OFDISTURBANCE NOT IDENTIFIED AS PLANTINGE1 EXISTING CONCRETE PAVINGE2 EXISTING WALL MATCHLINE L210MATCHLINE L210 City of Edina Development Applications | February 9, 2024FRANCEon 81L220 - Layout & Materials Details WOOD MULCH SURFACING,REFER TO SPEC 321540 COMPACTED AGGREGATE BASE; REFER TO CIVIL DWGS UNDISTURBED EARTH OR COMPACTED SUBGRADE; REFER TO CIVIL DWGS EDGING, REFER TO SPEC 321540 SEE PLANVARIES 3"4"SOIL SEPARATOR FABRIC;REFER TO SPEC 321540 WALL OR BUILDING FACADE REFER TO L400 SERIES PLANS FOR PLANTING 1'-8" TYP UNO SITE-1 STN-1 STN-2 EDGING SOIL SEPARATOR FABRIC:REFER TO SPEC 321540 SUBGRADE REFER TO CIVIL STN-1 STN-2 SALVAGED STONE BLOCK, REFER TO SPEC 321540 SETTING BED STONE SURFACING; REFER TO SPEC 321540 UNDISTURBED EARTH OR COMPACTED SUBGRADE; REFER TO CIVIL DWGS COMPACTED AGGREGATE BASE; REFER TO CIVIL DWGS (+/-) 1'-6" CONCRETE PAVING; REFER TO CIVIL DWGS REFER TO L400 SERIES PLANS FOR PLANTING (+/-) 1'-6"SUBSOIL DRAIN PIPE, REFER TO CIVIL FILTER FABRIC EPOXY COATED #3 AT EACH NOSING, TYP ANTI-SLIP NOSING, SEE NOTES CLR3"CONC. PAVING, SEE CIVIL 1'-0" 1'-6" OPTIONAL CONST. JOINT CONC. SIDE WALLS BEYOND 6" THICK CONC. SIDE WALLS (UNO) W/ EPOXY COATED #4 @ 16" OC EW, CENTERED AND #4 DOWELS @ 16" OC TO STAIR SLAB COMPACTED SUB-GRADE 1'-2" TYP1" TYP 6"1'-0" 1'-0" 3"3'-0"EQ EQ 1 1/2"⌀SS HANDRAIL AND POSTS FORM OPENING WITH REMOVABLE "EZ SLEEVE" OR EQ, TYP EPOXY GROUT, COLOR TO MATCH PAVING, TYP 6" TYPTYP3"1'-3" SEE CROSS SECTION CROSS SECTIONLONGITUDINAL SECTION HANDRAIL 1" CLR TYP 1'-4"2'-0"STAIRSTAIR NOTES:ANTI-SLIP NOSINGMFR: AMSTEPPRODUCT: 231A ANTI-SLIP SAFETY STAIR NOSING WITH RIBBED ABRAISIVE & SHORT NOSECOLOR: BLACK COMPACTED BASE ROCK EPOXY COATED #4 @ 12" OC EW VARIES, SEE PLAN 9"1 1/2" 8"8" MIN.WALL/CURB BEYOND WALL/CURB BEYOND 1" = 1'-0"3 WOOD MULCH PATHWAY - SECTION1" = 1'-0"2 MAINTENANCE EDGE - SECTION1" = 1'-0"1 STONE SURFACING - SECTION 1" = 1'-0"4 STONE SEATWALL - SECTION HGA NO: DATE: NO DESCRIPTION DATE 6700 FRANCE AVE S EDINA, MN 55435NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C ISSUANCE HISTORY - THIS SHEET DEVELOPMENT APPLICATIONS FEBRUARY 9, 2024 4614-006-00 MEDICALOFFICE BUILDING Wildamere Capital Management6800 France Ave S #550Edina, MN 55435 Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435 Kimley-Horn767 N Eustis St #100St Paul, MN 55114 2/7/2024 11:54:13 AM Autodesk Docs://OnFrance-MOB_4614-006-00/L23-On France MOB_461400600.rvtL220 LAYOUT &MATERIALDETAILS Author1" = 1'-0"5 CONCRETE STAIR & HANDRAIL City of Edina Development Applications | February 9, 2024FRANCEon 82L410 - Planting Plans - Area A xxUCFRIDGEUCFRIDGESSSDDDDD3 3 3 6800 FRANCE PARKING STRUCTURE VALLEY VIEW ROADPROPERTY LINE LIMIT O F W ORK LIMIT OF WORK PRIVATE ROAD4 4 PsF / 3 Ov / 7 TaB / 1 GtI / 1 TaB / 1 GtI / 1 BpF / 2 Bn / 2 BpF / 4 Bn / 2 Bn / 4 CsB / 6CsB / 4 CsB / 7 TaB / 1 QmC / 1 QmC / 1 5 5 56 6 6 4 TaB / 1 5 PsF / 2 PsF / 2 GtI / 1 LEGEND -PLANTING LAWN SODREFER TO SPEC 329200 PERENNIAL AND GRASS -MIX AREFER TO L440 NATIVE WET MEADOW SEED MIXREFER TO SPEC 329219 DECIDUOUS OVERSTORY TREESREFER TO PLANT MATERIALS SCHEDULE CONIFEROUS TREESREFER TO PLANT MATERIALS SCHEDULE EXISTING TREETO BE PRESERVED U.N.O; REFER TO L100 SERIES PERENNIAL AND GRASS -MIX B1REFER TO L440 PERENNIAL AND GRASS -MIX CREFER TO L440 PERENNIAL AND GRASS -MIX B2REFER TO L440 1. UTILIZE "CALL 811" UTILITY LOCATION PRIOR TO ALL EXCAVATION ACTIVITY.2. REFER TO L440 FOR PLANT MATERIAL SCHEDULE3. REFER TO L200s & CIVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION. 4. CONTRACTOR TO OBTAIN DIGITAL DRAWING FILE FOR LAYOUT AND LOCATION VERIFICATION5. CONTRACTOR RESPONSIBLE FOR VERIFYING ALL QUANTITIES. GENERAL NOTES -PLANTING PLAN HGA NO: DATE: NO DESCRIPTION DATE 6700 FRANCE AVE S EDINA, MN 55435NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C ISSUANCE HISTORY - THIS SHEET DEVELOPMENT APPLICATIONS FEBRUARY 9, 2024 4614-006-00 MEDICALOFFICE BUILDING Wildamere Capital Management6800 France Ave S #550Edina, MN 55435 Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435 Kimley-Horn767 N Eustis St #100St Paul, MN 55114 2/7/2024 11:54:24 AM Autodesk Docs://OnFrance-MOB_4614-006-00/L23-On France MOB_461400600.rvtL410 PLANTING PLAN- AREA A Author1" = 20'-0"1 PLANTING PLAN - AREA A KEYNOTES - PLANTING #Description1 LAWN SEED ALL DISTURBED AREAS NOT IDENTIFIED AS SOD2 STORM WATER BASIN; REFER TO CIVIL3 PROVIDE 1' OPENING IN WALK ALONG WALL FOR VINING PLANTS, SPACED 10' O.C., #1CONT. VINING PLANT EA.4 SEED ALL DISTURBED AREAS NOT IDENTIFIED AS PLANTINGS WITH SHADY WOODLANDSEED MIX; REFER TO SPEC.5 EXISTING GROVE CANOPY6 EXISTING TREE TRUNK, TYP. MATCHLINE L411MATCHLINE L411 City of Edina Development Applications | February 9, 2024FRANCEon 83L411 - Planting Plans - Area B xX XDN SDDCODDDDDUP 1 2 3 PARKING STRUCTURE RESTAURANT MEDICAL OFFICE BUILDING 6800 FRANCE FRANCE AVE SOUTH 6600 FRANCE PRIVATE ROADPRIVATE ROADPROPERTY LINE PROPERTY LINE LIMIT OF WORK LIMIT OF W O R K LIMIT OF WORKQmC / 1 QmC2 / 4 Qm2 / 4GtI2 / 2GbA / 1 Ll / 2 GtI2 / 3Gd / 8 Co2 / 8 Qb2 / 6 Co / 4 Co / 5 Pg / 2 RaG / 48 BpW / 2 Pg / 1 Qb / 1 BpW / 3 Co / 1Qb / 1Qb / 1 RaG / 44 TaB / 1 Pg / 2 Ll / 2 Qb / 1 RaG / 7 RaG / 21 RaG / 24 RaG / 7 RaG / 18 RaG / 20 RaG / 38 RaG / 15 RaG / 40 Jv / 10 Ig / 13 Ig / 11 Ig / 30 GtI / 2 GbA / 1 GbA / 1 Jv / 4 4 MJK / 9 MJK / 1 4 LEGEND -PLANTING LAWN SODREFER TO SPEC 329200 PERENNIAL AND GRASS -MIX AREFER TO L440 NATIVE WET MEADOW SEED MIXREFER TO SPEC 329219 DECIDUOUS OVERSTORY TREESREFER TO PLANT MATERIALS SCHEDULE CONIFEROUS TREESREFER TO PLANT MATERIALS SCHEDULE EXISTING TREETO BE PRESERVED U.N.O; REFER TO L100 SERIES PERENNIAL AND GRASS -MIX B1REFER TO L440 PERENNIAL AND GRASS -MIX CREFER TO L440 PERENNIAL AND GRASS -MIX B2REFER TO L440 1. UTILIZE "CALL 811" UTILITY LOCATION PRIOR TO ALL EXCAVATION ACTIVITY.2. REFER TO L440 FOR PLANT MATERIAL SCHEDULE3. REFER TO L200s & CIVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION. 4. CONTRACTOR TO OBTAIN DIGITAL DRAWING FILE FOR LAYOUT AND LOCATION VERIFICATION5. CONTRACTOR RESPONSIBLE FOR VERIFYING ALL QUANTITIES. GENERAL NOTES -PLANTING PLAN HGA NO: DATE: NO DESCRIPTION DATE 6700 FRANCE AVE S EDINA, MN 55435NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C ISSUANCE HISTORY - THIS SHEET DEVELOPMENT APPLICATIONS FEBRUARY 9, 2024 4614-006-00 MEDICALOFFICE BUILDING Wildamere Capital Management6800 France Ave S #550Edina, MN 55435 Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435 Kimley-Horn767 N Eustis St #100St Paul, MN 55114 2/7/2024 11:55:14 AM Autodesk Docs://OnFrance-MOB_4614-006-00/L23-On France MOB_461400600.rvtL411 PLANTING PLAN- AREA B Author1" = 20'-0"1 PLANTING PLAN - AREA B KEYNOTES - PLANTING #Description1 LAWN SEED ALL DISTURBED AREAS NOT IDENTIFIED AS SOD2 STORM WATER BASIN; REFER TO CIVIL3 PROVIDE 1' OPENING IN WALK ALONG WALL FOR VINING PLANTS, SPACED 10' O.C., #1CONT. VINING PLANT EA.4 SEED ALL DISTURBED AREAS NOT IDENTIFIED AS PLANTINGS WITH SHADY WOODLANDSEED MIX; REFER TO SPEC.5 EXISTING GROVE CANOPY6 EXISTING TREE TRUNK, TYP. MATCHLINE L510MATCHLINE L510 City of Edina Development Applications | February 9, 2024FRANCEon 84L420 - Planting Details PLAN SECTION VIEW EXISTING SOIL PLANTING SOIL;REFER TO SPEC 329000 2 -3" THICK LAYER OF MULCH FINISHED GRADE NOTES : 1 -SEE PLANT MATERIALS SCHEDULE FOR GROUDCOVER SPECIES, SIZE AND SPACING. 2 -SMALL ROOTS (1/4" OR LESS) THAT GROW AROUND, UP, OR DOWN THE ROOT BALL PERIPHERY ARE CONSIDERED A NORMAL CONDITION IN CONTAINER PRODUCTION AND ARE ACCEPTABLE HOWEVER THEY SHOULD BE ELIMINATED AT THE TIME OF PLANTING. ROOTS ON THE PERIPHERY CAN BE REMOVED AT THE TIME OF PLANTING. (SEE ROOT BALL SHAVING CONTAINER DETAIL). 3 -SETTLE SOIL AROUND ROOT BALL OF EACH GROUNDCOVER PRIOR TO MULCHING. PAVEMENT MULCH GROUNDCOVER PLANTS TO BETRIANGULARLY SPACED EQEQ6" MINSHRUB OR PERENNIAL SECTION VIEW PLANTING SOIL;REFER TO SPEC 329000 4" LAYER OF MULCH. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. (SEE SPECIFICATIONS FOR MULCH). ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL. SLOPE SIDES OF LOOSENED SOIL FINISHED GRADE NOTES: 1 -PLANTS SHALL BE OF QUALITY PRESCRIBED IN THE SPECIFICATIONS.2 -SEE SPECIFICATIONS FOR FURTHER REQUIREMENTS RELATED TO THIS DETAIL. ROOT BALL EXISTING SOIL 4" HIGH x 8" WIDE ROUND -TOPPED SOIL BERM ABOVE ROOT BALL SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE SHRUB. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. OF ROOT BALL 3X WIDEST DIM UNDISTURBED EARTH OR COMPACTED MINERAL GRADE DO NOT UNDERLINESUBBASE OF ADJACENTPAVEMENT CROWN ALL ISLAND AREAS ASSHOWN TO MAINTAINPOSITIVE DRAINAGE UNO 3'-0" DIA CIRCLE FOR DECIDUOUS TREES OR TO EXTENT OF LOWER LIMBS FOR CONIFEROUS TREES ROOT FLARE TO BE VISIBLE; TOP OF ROOTBALL SET 1" TO 2" ABOVE GRADE; SHALLOWMULCH (LESS THAN 1") NEAR TRUNK MIN4"1/32/3EQ EQ VARIES CENTRAL LEADER ORIGINAL SLOPE SHOULD PASSTHROUGH THE POINT WHERE THETRUNK BASE MEETS SUBSTRATE/SOIL. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6"LIFTS TO BRACE TREE. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. PLANTING SOIL;REFER TO SPEC 329000 ORIGINAL GRADE BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL NOTES:1 -REMOVE BURLAP AND ROPES FROM AROUND TREE TRUNK AFTER FIRST GROWING SEASON. 2 -CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGH DURATION OF WARRANTY PERIOD. SLOPE SIDES OF LOOSENED SOIL EXISTING SOIL 4" LAYER OF MULCH. NO MORETHAN 1" OF MULCH ON TOP OF ROOT BALL. (SEE SPECIFICATIONS FOR MULCH). ROUND-TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CENTERED ON THE DOWNHILL SIDE OF THE ROOT BALL FOR 240°. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. ROOT BALL MODIFIED AS REQUIRED TRUNK CALIPER SHALL MEET ANSI Z60.1 CURRENT EDITION FOR ROOT BALL SIZE OF ROOT BALL 3X WIDEST DIMENSION CENTRAL LEADER ORIGINAL SLOPE SHOULD PASSTHROUGH THE POINT WHERE THETRUNK BASE MEETS SUBSTRATE/SOIL. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6"LIFTS TO BRACE TREE. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. PLANTING SOIL;REFER TO SPEC 329000 ORIGINAL GRADE BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL NOTES:1 -REMOVE BURLAP AND ROPES FROM AROUND TREE TRUNK AFTER FIRST GROWING SEASON. 2 -CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGH DURATION OF WARRANTY PERIOD. SLOPE SIDES OF LOOSENED SOIL EXISTING SOIL 4" LAYER OF MULCH. NO MORETHAN 1" OF MULCH ON TOP OF ROOT BALL. (SEE SPECIFICATIONS FOR MULCH). ROUND-TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CENTERED ON THE DOWNHILL SIDE OF THE ROOT BALL FOR 240°. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. ROOT BALL MODIFIED AS REQUIRED TRUNK CALIPER SHALL MEET ANSI Z60.1 CURRENT EDITION FOR ROOT BALL SIZE OF ROOT BALL3X WIDEST DIMENSION CENTRAL LEADERNOTES:1 -REMOVE BURLAP AND ROPES FROM AROUND TREE TRUNK AFTER FIRST GROWING SEASON. 2 -CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGH DURATION OF WARRANTY PERIOD. TRUNK CALIPER SHALL MEET ANSI Z60.1 CURRENT EDITION FOR ROOT BALL SIZE FINISHED GRADE TOP OF ROOT BALL SHALL BE FLUSH WITH FINISHED GRADE. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. PLANTING SOIL REFER TO SPEC 329000 4" LAYER OF MULCH. NO MORE THAN 1" OF MULCH ON TOP OFROOTBALL. (SEE SPECIFICATIONS FOR MULCH). EXPOSE ROOT FLARE AND SET AT GRADE ROUND-TOPPED SOIL BERM 4" HIGH x 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL. 3X WIDEST DIMENSION OF ROOT BALL CENTRAL LEADERNOTES:1 -REMOVE BURLAP AND ROPES FROM AROUND TREE TRUNK AFTER FIRST GROWING SEASON. 2 -CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGH DURATION OF WARRANTY PERIOD. TRUNK CALIPER SHALL MEET ANSI Z60.1 CURRENT EDITION FOR ROOT BALL SIZE FINISHED GRADE TOP OF ROOT BALL SHALL BE FLUSH WITH FINISHED GRADE. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. PLANTING SOIL REFER TO SPEC 329000 4" LAYER OF MULCH. NO MORE THAN 1" OF MULCH ON TOP OFROOTBALL. (SEE SPECIFICATIONS FOR MULCH). EXPOSE ROOT FLARE AND SET AT GRADE ROUND-TOPPED SOIL BERM 4" HIGH x 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL. 3X WIDEST DIMENSION OF ROOT BALL HGA NO: DATE: NO DESCRIPTION DATE 6700 FRANCE AVE S EDINA, MN 55435NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C ISSUANCE HISTORY - THIS SHEET DEVELOPMENT APPLICATIONS FEBRUARY 9, 2024 4614-006-00 MEDICALOFFICE BUILDING Wildamere Capital Management6800 France Ave S #550Edina, MN 55435 Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435 Kimley-Horn767 N Eustis St #100St Paul, MN 55114 2/7/2024 11:55:19 AM Autodesk Docs://OnFrance-MOB_4614-006-00/L23-On France MOB_461400600.rvtL420 PLANTINGDETAILS AuthorNTS1PERENNIAL, GROUND COVER PLANTING PLAN AND SECTION NTS4SHRUB AND PERENNIAL PLANTING SECTION NTS7TREE PLANTING - PARKING LOT ISLAND/CONTAINED AREAS - WELL DRAINING SOILS NTS2CONIFEROUS TREE PLANTING ON SLOPE - SECTION NTS3DECIDUOUS TREE PLANTING ON SLOPE - SECTION NTS9CONIFEROUS TREE PLANTING - SECTION NTS10DECIDUOUS TREE PLANTING - SECTION City of Edina Development Applications | February 9, 2024FRANCEon 85L440 - Plant Materials Schedule Key Quantity Common Name Scientific Name Size Spacing Perennials CnN 175 Lesser Catmint Calamintha nepeta ssp. nepeta 18" O.C.#1 CTNR. RhG 232 Goldsturm Black Eyed Susan Rudbeckia fulgida 'Goldsturm'18" O.C.#1 CTNR. Ornamental Grasses SsM 175 Blue Heaven Little Bluestem Schizachyrium scoparium 'Minnblue A'18" O.C.#1 CTNR. Key Quantity Common Name Scientific Name Size Spacing Perennials Ornamental Grasses Cp 900 Pennsylvania Sedge Carex pensylvanica 12" O.C.#1 CTNR. HBA 28 Blue Angel Hosta Hosta 'Blue Angel'24" O.C.#1 CTNR. RhG 49 Goldsturm Black Eyed Susan Rudbeckia fulgida 'Goldsturm'18" O.C.#1 CTNR. Key Quantity Common Name Scientific Name Size Spacing Perennials CnN 173 Lesser Catmint Calamintha nepeta ssp. nepeta 18" O.C.#1 CTNR. Ornamental GrassesCp262 Pennsylvania Sedge Carex pensylvanica 12" O.C.#1 CTNR. SsM 173 Blue Heaven Little Bluestem Schizachyrium scoparium 'Minnblue A'18" O.C.#1 CTNR. Hp 173 Paris Coral Bells Heuchera 'Paris'18" O.C.#1 CTNR. HBA 32 Blue Angel Hosta Hosta 'Blue Angel'24" O.C.#1 CTNR. SnB 173 Blue Marvel Sage Salvia nemorosa 'Blue Marvel'18" O.C.#1 CTNR. RhG 290 Goldsturm Black Eyed Susan Rudbeckia fulgida 'Goldsturm'18" O.C.#1 CTNR. Key Quantity Common Name Scientific Name Size Spacing Perennials Ornamental Grasses HmA 30 Golden Varigated Hakonechloa Grass Hakonechloa macra 'Aureola'18" O.C.#1 CTNR. Hp 60 Paris Coral Bells Heuchera 'Paris'18" O.C.#1 CTNR.#1 CTNR. Aff 30 Lady In Red Fern Athyrium felix-forma 'Lady in Red'18" O.C.#1 CTNR. PfV 60 Variegated Solomon's Seal Polygonatum falcatum 'Variegatum'18" O.C.#1 CTNR. PERENNIAL AND GRASS - MIX A30% CALAMINTHA, 30% SCHIZACHYRIUM, 40% RUDBECKIA PERENNIAL AND GRASS - MIX B180% CAREX, 10% HOSTA, 10% RUDBECKIA PERENNIAL AND GRASS - MIX B225% RUDBECKIA, 15% SALVIA, 15% SCHIZACHYRIUM, 15% CALAMINTHA, 15% HEUCHERA, 10% CAREX, 5% HOSTA PERENNIAL AND GRASS - MIX C30% ATHYRIUM, 30% HAKONECHLOA, 20% POLYGONATUM, 20% HEUCHERA HGA NO: DATE: NO DESCRIPTION DATE 6700 FRANCE AVE S EDINA, MN 55435NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C ISSUANCE HISTORY - THIS SHEET DEVELOPMENT APPLICATIONS FEBRUARY 9, 2024 4614-006-00 MEDICALOFFICE BUILDING Wildamere Capital Management6800 France Ave S #550Edina, MN 55435 Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435 Kimley-Horn767 N Eustis St #100St Paul, MN 55114 2/7/2024 11:55:24 AM Autodesk Docs://OnFrance-MOB_4614-006-00/L23-On France MOB_461400600.rvtL440 PLANTMATERIALSSCHEDULE AuthorPLANT MATERIALS SCHEDULE - TREES AND SHRUBS Key Quantity Common Name Scientific Name Size Spacing CommentsCONIFEROUS SHRUBIg 54 Inkberry Ilex glabra #5 CTNR. As ShownTcD30 Dwarf Bright Gold Yew Taxus cuspidata 'Dwarf Bright Gold'#5 CTNR. As Shown CONIFEROUS TREEJv 18 Eastern Red Cedar Juniperus virginiana 10' ht. As ShownPg5 White Spruce Picea glauca 8' Ht. As ShownPsF7 White Columnar Pine Pinus strobus 'Fastigiata'12' Ht. As Shown DECIDUOUS SHRUBCsB 17 Firedance Dogwood Cornus sericea 'Bailadeline'#5 CTNR. As ShownRaG290 Gro-Low Fragrant Sumac Rhus aromatica 'Gro-Low'#5 CTNR. As Shown DECIDUOUS TREESBn 8 River Birch Betula nigra 3.5" cal. As ShownBpF6 Dakota Pinnacle Birch Betula platyphylla 'Fargo'3.5" cal. As ShownBpW5 Whitespire Birch Betula populifolia 'Whitespire'3.5" cal. As ShownCo10 Hackberry Celtis Occidentalis 3.5" cal. As ShownCo28 Hackberry Celtis Occidentalis 4.5" cal. As ShownGbA3 Autumn Gold Ginkgo Ginkgo biloba 'Autumn Gold'3.5" cal. As Shown Male SpecimensOnlyGd8 Kentucky CoffeetreeGymnocladus dioicus Gymnocladus dioicusGymnocladus dioicus 4.5" cal. As Shown GtI 5 Imperial Honeylocust Gleditsia triacanthos 'Impcole'3.5" cal. As ShownGtI25 Imperial Honeylocust Gleditsia triacanthos 'Impcole'5.5" cal. As ShownLl5 American Larch Larix laricina 8' ht. As ShownMJK10 Royal Raindrops Crabapple Malus 'JFS-KW5'2" cal. As ShownOv7 Ironwood Ostrya Virginiana 3.5" cal. As ShownQb4 Swamp White Oak Quercus bicolor 3.5" cal. As ShownQb26 Swamp White Oak Quercus bicolor 4.5" cal. As ShownQm24 Burr Oak Quercus macrocarpa 5.5" cal. As ShownQmC3 Heritage Oak Quercus x macdanielli 'Clemons'3.5" cal. As ShownQmC24 Heritage Oak Quercus x macdanielli 'Clemons'5.5" cal. As ShownTaB5 Boulevard Linden Tilia americana 'Boulevard'5.5" cal. As Shown PERIMETER OF SITE: 4471 FT. REQUIRED MINIMUM TREE COUNT: 112 TREES PROVIDED TREESEXISTING TREES SHALL BE USED AS A CREDIT TO MEET THE REQUIRED MINIMUM TREE COUNT. ADDITIONAL TREES HAVE BEEN PROVIDED VOLUNTARILY WHICH COMPLY WITH REQUIREMENTS OF THE RESIDENTIAL TREE PROTECTION ORDINANCE. RESIDENTIAL TREE PROTECTION ORDINANCE GUIDELINESFOR LOT SIZES GREATER THAN 1 ACRE:DECIDUOUS 3.5" DBH OR GREAER & CONIFEROUS 8' TALL OR GREATER = 50%DECIDUOUS 4.5" DBH OR GREAER & CONIFEROUS 10' TALL OR GREATER = 25%DECIDUOUS 5.5" DBH OR GREAER & CONIFEROUS 12' TALL OR GREATER = 25% DECIDUOUS TREES:GREATER THAN OR EQUAL TO 3.5" DBH: 56 TREESGREATER THAN OR EQUAL TO 4.5" DBH: 22 TREESGREATER THAN OR EQUAL TO 5.5" DBH: 18 TREES CONIFEROUS TREESGREATER THAN OR EQUAL TO 8' HT: 5 TREESGREATER THAN OR EQUAL TO 10' HT: 18 TREESGREATER THAN OR EQUAL TO 12' HT: 7 TREES MINIMUM TREE QUANTITY REQUIREMENTS TREE SIZE DISTRIBUTION (VOLUNTARY) SEED/SOD COVERAGE TOTAL SOD AREA: 47360 SQ FT TOTAL SEEDED AREA: 6590 SQ FT 8% reduction from SD 2174sf SD2468sf Current 100% reduction from SD 1960sf SD1323sf Current 20% increasefrom SD 800sf SD952sf Current 44% reduction from SD 2052sf SD1137sf Current City of Edina Development Applications | February 9, 2024FRANCEon 86L510 - Irrigation Plan - Area A xxUCFRIDGEUCFRIDGE1. UTILIZE "CALL 811" UTILITY LOCATION PRIOR TO ALL EXCAVATION ACTIVITY.2. REFER TO L440 FOR PLANT MATERIAL SCHEDULE3. REFER TO L200s & CIVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION. 4. CONTRACTOR TO OBTAIN DIGITAL DRAWING FILE FOR LAYOUT AND LOCATION VERIFICATION GENERAL NOTES -IRRIGATION PLAN LEGEND -IRRIGATION PERMANENT SPRAY/ROTOR IRRIGATION EXTENTS -SODDED AREAS; REFER TO SPEC 328000 PERMANENT DRIP IRRIGATION EXTENTS -PLANTING BED AREAS; REFER TO SPEC 328000 CONCEPTUAL MAINLINE ROUTE;REFER TO SPEC 328000 TEMPORARY IRRIGATION EXTENTS -CONTRACTOR TO PROVIDE WATERING AS REQUIRED TO PROMOTE PLANT HEALTH AND ESTABLISHMENT AS REQUIRED PER WARRANTY AND SPECIFICATIONS; REFER TO SPEC 328000 IRRIGATION SLEEVE, ADD ALTERNATVE SCOPE;REFER TO SPEC 328000 6800 FRANCE PARKING STRUCTURE VALLEY VIEW ROADPROPERTY LINE LIMIT OF WORK KEYNOTES - IRRIGATION PLAN #DESCRIPTIONP.O.C. BACKFLOW PREVENTOR AND POINT OF CONNECTION IN FLUSH WALL CABINET; REFER TOARCHITECTURE AND PLUMBING. 1" = 20'-0"1 IRRIGATION PLAN - AREA A HGA NO: DATE: NO DESCRIPTION DATE 6700 FRANCE AVE S EDINA, MN 55435NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C ISSUANCE HISTORY - THIS SHEET DEVELOPMENT APPLICATIONS FEBRUARY 9, 2024 4614-006-00 MEDICALOFFICE BUILDING Wildamere Capital Management6800 France Ave S #550Edina, MN 55435 Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435 Kimley-Horn767 N Eustis St #100St Paul, MN 55114 2/7/2024 11:55:32 AM Autodesk Docs://OnFrance-MOB_4614-006-00/L23-On France MOB_461400600.rvtL510 IRRIGATIONPLAN - AREA A AuthorMATCHLINE L511 MATCHLINE L511 City of Edina Development Applications | February 9, 2024FRANCEon 87L511 - Irrigation Plan - Area B xUP UP PARKING STRUCTURE RESTAURANT MEDICAL OFFICE BUILDING 6800 FRANCE EXISTING PATIO FRANCE AVE SOUTH 6600 FRANCE PRIVATE ROADPRIVATE ROADP.O.C.P.O.C.IF DEDICATED SYSTEM FOR RESTAURANT AREA IS REQUIRED. ALTERNATIVELY, SERVICE COULD EXTEND FROM AN EXISTING SYSTEM AT 6800 FRANCE. TO SERVE MOB PARCEL PROPERTY LINE LIMIT OF WORK 1. UTILIZE "CALL 811" UTILITY LOCATION PRIOR TO ALL EXCAVATION ACTIVITY.2. REFER TO L440 FOR PLANT MATERIAL SCHEDULE3. REFER TO L200s & CIVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION. 4. CONTRACTOR TO OBTAIN DIGITAL DRAWING FILE FOR LAYOUT AND LOCATION VERIFICATION GENERAL NOTES -IRRIGATION PLAN LEGEND -IRRIGATION PERMANENT SPRAY/ROTOR IRRIGATION EXTENTS -SODDED AREAS; REFER TO SPEC 328000 PERMANENT DRIP IRRIGATION EXTENTS -PLANTING BED AREAS; REFER TO SPEC 328000 CONCEPTUAL MAINLINE ROUTE;REFER TO SPEC 328000 TEMPORARY IRRIGATION EXTENTS -CONTRACTOR TO PROVIDE WATERING AS REQUIRED TO PROMOTE PLANT HEALTH AND ESTABLISHMENT AS REQUIRED PER WARRANTY AND SPECIFICATIONS; REFER TO SPEC 328000 IRRIGATION SLEEVE, ADD ALTERNATVE SCOPE;REFER TO SPEC 328000 1" = 20'-0"1 IRRIGATION PLAN - AREA B KEYNOTES - IRRIGATION PLAN #DESCRIPTIONP.O.C. BACKFLOW PREVENTOR AND POINT OF CONNECTION IN FLUSH WALL CABINET; REFER TOARCHITECTURE AND PLUMBING. HGA NO: DATE: NO DESCRIPTION DATE 6700 FRANCE AVE S EDINA, MN 55435NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C ISSUANCE HISTORY - THIS SHEET DEVELOPMENT APPLICATIONS FEBRUARY 9, 2024 4614-006-00 MEDICALOFFICE BUILDING Wildamere Capital Management6800 France Ave S #550Edina, MN 55435 Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435 Kimley-Horn767 N Eustis St #100St Paul, MN 55114 2/7/2024 11:55:44 AM Autodesk Docs://OnFrance-MOB_4614-006-00/L23-On France MOB_461400600.rvtL511 IRRIGATIONPLAN - AREA B AuthorMATCHLINE L510MATCHLINE L510 City of Edina Development Applications | February 9, 2024FRANCEon 88 UP A 2 3 4 5 BCDEFGHJKLN P1 P2 P5 P6 P7 P8 P9 P12 1 6 M P10 P11 23'-0"4'-0" 30'-0"30'-0"30'-0"30'-0"30'-0"30'-0"30'-0"30'-0"30'-0"30'-0"15'-0"28'-0"28'-0"28'-0"28'-0"28'-0"28'-0"28'-0"28'-0"28'-0"15'-0"24'-0"4'-0"45'-0"30'-0"45'-0"4'-0"STAIRST-002 ELEVATORLOBBY010 PARKING001 MPOP 014UP 79'-0"124'-10"310'-0"DK>Kt Z> s > WZ</E'^dZhdhZ >Kt Z> s > A4021 PARKING 030 FIRE 021 ELEC 022 ELEV LOBBY 031 SUMP033 STAIR 032 UNEXCAVATED UNEXCAVATED P4 P339'-0"6% SLOPE10'-0"12% SLOPE98'-0"STORAGE 023 VEHICLESTORAGE024 STORAGE 006 MECH 003 TELECOM004 SUMP013 TRASH 002 ELEC011 ELEV EQUIP 012 STORAGE005 ELEV EQUIP020 A4023A4024 PLAZA ABOVE, REFER TO A201 UNEXCAVATED UNEXCAVATED STAIR 040 EXISTING 6800 BUILDING EXISTING 6600 BUILDING 304'-0" A4001 RAMP TO UNDERGROUND PARKING 27'-0"199'-0"+*$12 '$7( NO DESCRIPTION DATE 6700 FRANCE AVE S EDINA, MN 55435127)25&216758&7,21&23<5,*+7+$00(/*5((1$1'$%5$+$0621,1&& ,668$1&(+,6725< 7+,66+((7 '(9(/230(17$33/,&$7,216 -$18$5< KEYPLAN 02% 3$5.,1*5$03 5(67$85$17 0(',&$/2)),&(%8,/',1* Wildamere Capital Management6800 France Ave S #550Edina, MN 55435 Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435 Kimley-Horn767 N Eustis St #100St Paul, MN 55114 30 $XWRGHVN'RFV 2Q)UDQFH02%B$2Q)UDQFHBUYW$ OVERALLFLOOR PLAN -LOWER LEVEL $XWKRU1/16" = 1'-0"1 OVERALL FLOOR PLAN - LOWER LEVEL A401 A401 A401 FEBRUARY 9, 2024 A200 - Overall Floor Plan - Lower Level City of Edina Development Applications | February 9, 2024FRANCEon 89 DN UP UPUP A 2 A4012 A4002 A4011 A4001 3 4 5 BCDEFGHJKLN P1 P2 P5 P6 P7 P8 P9 P12 1 6 M P10 P11 124'-0"30'-0"30'-0"30'-0"30'-0"30'-0"30'-0"30'-0"30'-0"30'-0"30'-0"4'-0"23'-0"15'-0"28'-0"28'-0"28'-0"28'-0"28'-0"28'-0"28'-0"28'-0"28'-0"15'-0"24'-0"4'-0"45'-0"30'-0"45'-0"4'-0"UTILITY YARD 126 TENANT B104 TENANT A118 VESTIBULE101 VESTIBULE102 WATER 121 FIRE PUMP 120 MECH123 EMERGENCYELEC125ELEC124 SHAFT SHAFT SECURITYOFFICE107 CORRIDOR105 TENANT C106 CORRIDOR119CORRIDOR103 ELEVATORSUPDK > s >Ϭϭ WZ</E'^dZhdhZ > s >Ϭϭ 304'-0"2'-0"286'-0"200'-0"A4021 SERVICECORRIDOR122 R1 R2 R3 R4 R6 RDRCRB P4 P3 STAIRST-101 MECH 111 ELEC 117WOMEN110 JAN114 STAIRST-102 TELECOM112 RR116 MEN 109 STORAGE113 LACT115 SOUTH LINK 133 NORTH LINK127 A4023A4024 A4022 A4031 A4032 A4033 A4034 RAMP TO UNDERGROUND PARKING ON GRADE PARKING11'-0"6% SLOPE10'-0"12% SLOPE98'-0"6% SLOPE10'-0"PLAZA OVER GARAGE BELOW SECURITY DESK LOBBY 100 R7 RA RE EXISTING 6800 BUILDING EXISTING 6600 BUILDING 124'-0" STAIR 132 LOBBY131 STAIR140 PARKING 130 CORRIDOR 108 DINING 400 WOMEN 403 MEN402 KITCHEN 401 TRASH 404 27'-0" 124'-0"26'-0"154'-0" 76'-0"128'-6"18'-0"30'-0"30'-0"12'-0"30'-0"13'-0"25'-6"22'-6"11'-0"12'-8"20'-8"45'-2"45'-6"Z ^dhZEd +*$12 '$7( NO DESCRIPTION DATE 6700 FRANCE AVE S EDINA, MN 55435127)25&216758&7,21&23<5,*+7+$00(/*5((1$1'$%5$+$0621,1&& ,668$1&(+,6725< 7+,66+((7 '(9(/230(17$33/,&$7,216 -$18$5< KEYPLAN 02% 3$5.,1*5$03 5(67$85$17 0(',&$/2)),&(%8,/',1* Wildamere Capital Management6800 France Ave S #550Edina, MN 55435 Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435 Kimley-Horn767 N Eustis St #100St Paul, MN 55114 30 $XWRGHVN'RFV 2Q)UDQFH02%B$2Q)UDQFHBUYW$ OVERALLFLOOR PLAN -LEVEL 01 $XWKRU1/16" = 1'-0"1 OVERALL FLOOR PLAN - LEVEL 01 A401A401 A401 A401 A402 A402 A402 A402 A4004 A4003 FEBRUARY 9, 2024 A201 - Overall Floor Plan - Level 01 City of Edina Development Applications | February 9, 2024FRANCEon 90 UP UPDN A 2 A4012 A4002 A4011 A4001 3 4 5 BCDEFGHJKLN P1 P2 P5 P6 P7 P8 P9 P12 1 6 M P10 P11 LOBBY 200 30'-0"30'-0"30'-0"30'-0"30'-0"30'-0"30'-0"30'-0"30'-0"30'-0"4'-0"23'-0"15'-0"28'-0"28'-0"28'-0"28'-0"28'-0"28'-0"84'-0"15'-0"24'-0"4'-0"45'-0"30'-0"45'-0"4'-0"STAIRST-201 ELEC 217 278'-0"132'-0"DK> s >ϬϮ WZ</E'^dZhdhZ > s >ϬϮ A4021 SHAFT SHAFT ELEVATORS R1 R2 R3 R4 R6 RDRCRB P4 P3 STAIR ST-202MEN209WOMEN210 RR216 MECH211 TELECOM212 LACT215JAN214STORAGE213 LOBBY 231 STAIR232 A4023A4024 A4022 A4031 A4032 A4033 A4034 39'-0"6% SLOPE10'-0"R7 RA RE EXISTING 6800 BUILDING EXISTING 6600 BUILDING TENANT 201 CORRIDOR 208200'-0"124'-0" 27'-0"6% SLOPE10'-0"12% SLOPE98'-0"286'-0"Z ^dhZEd ZKK& >Kt ZKK& >KtUP 86'-0"8'-0"184'-0" +*$12 '$7( NO DESCRIPTION DATE 6700 FRANCE AVE S EDINA, MN 55435127)25&216758&7,21&23<5,*+7+$00(/*5((1$1'$%5$+$0621,1&& ,668$1&(+,6725< 7+,66+((7 '(9(/230(17$33/,&$7,216 -$18$5< KEYPLAN 02% 3$5.,1*5$03 5(67$85$17 0(',&$/2)),&(%8,/',1* Wildamere Capital Management6800 France Ave S #550Edina, MN 55435 Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435 Kimley-Horn767 N Eustis St #100St Paul, MN 55114 30 $XWRGHVN'RFV 2Q)UDQFH02%B$2Q)UDQFHBUYW$ OVERALLFLOOR PLAN -LEVEL 02 $XWKRU1/16" = 1'-0"1 OVERALL FLOOR PLAN - LEVEL 02 A401 A401 A401 A401 A402 A402 A402 A402 A4004 A4003 FEBRUARY 9, 2024 A202 - Overall Floor Plan - Level 02 City of Edina Development Applications | February 9, 2024FRANCEon 91 DN DN A 2 A4012 A4002 A4011 A4001 3 4 5 BCDEFGHJKLN P1 P2 P5 P6 P7 P8 P9 P12 1 6 M P10 P1115'-0"28'-0"28'-0"28'-0"28'-0"28'-0"28'-0"84'-0"15'-0"24'-0"4'-0"45'-0"30'-0"45'-0"4'-0"30'-0"30'-0"30'-0"30'-0"30'-0"30'-0"30'-0"30'-0"30'-0"30'-0"4'-0"23'-0" LOBBY300 ELEC 317 DK> s >Ϭϯ 278'-0"132'-0"SHAFT SHAFT ELEVATORS P4 P3 STAIR ST-302 MEN309 RR316 LACT315 WOMEN310 MECH 311 TELECOM 312 JAN314 STAIRST-301 STORAGE313 A4023A4024 A4022 EXISTING 6800 BUILDING EXISTING 6600 BUILDING CORRIDOR308 TENANT301 WZ</E'^dZhdhZ > s >Ϭϯ DNA4021 27'-0" 124'-0"286'-0"200'-0"6% SLOPE10'-0"12% SLOPE90'-0"6% SLOPE10'-0"86'-0"8'-0"184'-0" +*$12 '$7( NO DESCRIPTION DATE 6700 FRANCE AVE S EDINA, MN 55435127)25&216758&7,21&23<5,*+7+$00(/*5((1$1'$%5$+$0621,1&& ,668$1&(+,6725< 7+,66+((7 '(9(/230(17$33/,&$7,216 -$18$5< KEYPLAN 02% 3$5.,1*5$03 5(67$85$17 0(',&$/2)),&(%8,/',1* Wildamere Capital Management6800 France Ave S #550Edina, MN 55435 Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435 Kimley-Horn767 N Eustis St #100St Paul, MN 55114 30 $XWRGHVN'RFV 2Q)UDQFH02%B$2Q)UDQFHBUYW$ OVERALLFLOOR PLAN -LEVEL 03 $XWKRU1/16" = 1'-0"1 OVERALL FLOOR PLAN - LEVEL 03 A401 A401 A401 A401 A4004 A4003 FEBRUARY 9, 2024 DN RS STAIR ST-302 A203 - Overall Floor Plan - Level 03 City of Edina Development Applications | February 9, 2024FRANCEon 92 LEVEL 01100' - 0" A LEVEL 02120' - 0" ROOF150' - 0" LEVEL 03135' - 0" BCDEFGHJKL 2A410 1A410 N M PARAPET152' - 0" LEVEL 01100' - 0" 2 LEVEL 02120' - 0" ROOF150' - 0" LEVEL 03135' - 0" 3 4 5 PARKING LEVEL 01100' - 0" PARKING LEVEL 02113' - 0" PARKING LEVEL 03125' - 0" P1P2P5P6P7P8P9P12 3A410 1 6P10P11 ALTERNATE #1, SHOWN DASHED. ADD PARKING LEVELS 2 & 3 ALTERNATE #1, SHOWN DASHED. ADD STAIR AND ELEVATOR CORE TO LEVELS 2 & 3. PARAPET152' - 0" 4A410 P4 P3 A. ELEVATIONS OF EXISTING FLOORS ARE BASED ON SURVEY INFORMATION AND\OR AS-BUILT DRAWINGS PROVIDED BY THE OWNER. THE SURVEY DATA MAY NOT BE COMPLETE AND THE ACTUAL EXISTING ELEVATIONS MAY VARY IN DIFFERENT PORTIONS OF THE EXISTING BUILDING. ALL INFORMATION MUST BE FIELD VERIFIED AND COORDINATED BETWEEN NEWAND EXISTING CONSTRUCTION TO PROVIDE MATCHING FLOOR ELEVATIONS WHERE REQUIRED. *(1(5$/127(6 (;7(5,25(/(9$7,216 +*$12 '$7( NO DESCRIPTION DATE 6700 FRANCE AVE S EDINA, MN 55435127)25&216758&7,21&23<5,*+7+$00(/*5((1$1'$%5$+$0621,1&& ,668$1&(+,6725< 7+,66+((7 '(9(/230(17$33/,&$7,216 -$18$5< KEYPLAN 02% 3$5.,1*5$03 5(67$85$17 0(',&$/2)),&(%8,/',1* Wildamere Capital Management6800 France Ave S #550Edina, MN 55435 Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435 Kimley-Horn767 N Eustis St #100St Paul, MN 55114 30 $XWRGHVN'RFV 2Q)UDQFH02%B$2Q)UDQFHBUYW$ OVERALLEXTERIORELEVATIONS -MOB $XWKRU1/16" = 1'-0"1 MOB - EAST ELEVATION 1/16" = 1'-0"2 PARKING STRUCTURE AND MOB - SOUTH ELEVATION '$7( &23<5,*+7+$00(/*5((1$1'$%5$+$0621,1&& '(9(/230(17$33/,&$7,216 -$18$5< $ ;+<- !"#$ !#% !#% !#% !#&"'"&!2+=*>012. &"'"&!2-=2*012. &"'"&!2*??*012. %@@!A#B#A"%=++012. %@@!"95!$9B"")!C#&&=;;012.% !# !'#*> ' !# &% !"# &"'"&!2+=*>012. &"'"&!2-=2*012. &"'"&!2*??*012. %@@!A#B#A"%=++012. %@@!"95!$9B"")!C#&&=;;012. 9 8 "7 6 5 3 4 &# ($ !"# 3&4 5 6 7 "8 9 # &"'"&!2+=*>012. &"'"&!2-=2*012. &"'"&!2*??*012. %@@!A#B#A"%=++012. %@@!"95!$9B"")!C#&&=;;012.$ !# !"#& !#% !#% !#% !#% !#( !"# %$ !"#'% !"#&"'"&!2+=*>012. &"'"&!2-=2*012. &"'"&!2*??*012. %@@!A#B#A"%=++012. %@@!"95!$9B"")!C#&&=;;012. +;-<>* 3/32” = 1’-0” MOB WEST ELEVATION 3/32” = 1’-0” MOB EAST ELEVATION 3/32” = 1’-0”MOB NORTH ELEVATION 3/32” = 1’-0”MOB SOUTH ELEVATION GL-41 CW-1 MP-4 CANOPY MP-6 MP-1 APC-1 CW-1 DROP-OFF CANOPY FBR-1 CONNECTOR LINK MP-1 GL-41 CW-1 APC-1 CW-1 GL-41 MP-4 MP-3 SOFFITFBR-1 CW-1, MULLION EXTENSION ON OUTER FRAME W/ HORIZONTAL SSG, TYP. CONNECTOR LINK GL-41 MP-4 MP-6 OVERHEAD DOOREXTERIOR DOOR MP-2 SOFFIT PORTION OF PARKING STRUCTURE BELOW GRADE FBR-1 DROP-OFF CANOPY MP-1 APC-1 CW-1 GL-41 MP-4 FBR-1 MP-1 APC-1 CW-1 DROP-OFF CANOPY GL-41 CW-1 MP-4 FBR-1 FRB-1 MP-6 CW-1MP-4MP-3 SOFFIT GL-41 CW-1 MP-6 SIGNAGE %@@!"95!$ !"#$ !#% !#% !#% !#% !# !'#$ !#% !#% !#% !#% !#4 2 3 1 '$7( -$18$5< FEBRUARY 9, 2024 A400 - Overall Exterior Elevations - MOB City of Edina Development Applications | February 9, 2024FRANCEon 93 A. ELEVATIONS OF EXISTING FLOORS ARE BASED ON SURVEY INFORMATION AND\OR AS-BUILT DRAWINGS PROVIDED BY THE OWNER. THE SURVEY DATA MAY NOT BE COMPLETE AND THE ACTUAL EXISTING ELEVATIONS MAY VARY IN DIFFERENT PORTIONS OF THE EXISTING BUILDING. ALL INFORMATION MUST BE FIELD VERIFIED AND COORDINATED BETWEEN NEWAND EXISTING CONSTRUCTION TO PROVIDE MATCHING FLOOR ELEVATIONS WHERE REQUIRED. *(1(5$/127(6 (;7(5,25(/(9$7,216 LEVEL 01100' - 0" LEVEL 02120' - 0" ROOF150' - 0" LEVEL 03135' - 0" PARKING LEVEL 01100' - 0" PARKING LOWER LEVEL87' - 0" PARKING LEVEL 02113' - 0" PARKING LEVEL 03125' - 0" P1 P2 P5 P6 P7 P8 P9 P12P10P11 PARAPET152' - 0" P4P3 G H J K L 2A410 PARKING LEVEL 01100' - 0" PARKING LOWER LEVEL87' - 0" 1A410 PARKING LEVEL 02113' - 0" PARKING LEVEL 03125' - 0" NM ALTERNATE #1, SHOWN DASHED. ADD PARKING LEVELS 2 & 3 LEVEL 01100' - 0" LEVEL 02120' - 0" ROOF150' - 0" LEVEL 03135' - 0" PARKING LEVEL 01100' - 0" PARKING LOWER LEVEL87' - 0" PARKING LEVEL 02113' - 0" PARKING LEVEL 03125' - 0" P1P2P5P6P7P8P9P12 1P10P11 PARAPET152' - 0" P4 P3 LEVEL 01100' - 0" LEVEL 02120' - 0" ROOF150' - 0" LEVEL 03135' - 0" GHJKL 2A410 PARKING LEVEL 01100' - 0" PARKING LOWER LEVEL87' - 0" 1A410 PARKING LEVEL 02113' - 0" PARKING LEVEL 03125' - 0" N M PARAPET152' - 0" +*$12 '$7( NO DESCRIPTION DATE 6700 FRANCE AVE S EDINA, MN 55435127)25&216758&7,21&23<5,*+7+$00(/*5((1$1'$%5$+$0621,1&& ,668$1&(+,6725< 7+,66+((7 '(9(/230(17$33/,&$7,216 -$18$5< KEYPLAN 02% 3$5.,1*5$03 5(67$85$17 0(',&$/2)),&(%8,/',1* Wildamere Capital Management6800 France Ave S #550Edina, MN 55435 Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435 Kimley-Horn767 N Eustis St #100St Paul, MN 55114 30 $XWRGHVN'RFV 2Q)UDQFH02%B$2Q)UDQFHBUYW$ OVERALLEXTERIORELEVATIONS -PARKINGSTRUCTURE $XWKRU1/16" = 1'-0"3 PARKING STRUCTURE - NORTH ELEVATION 1/16" = 1'-0"1 PARKING STRUCTURE - WEST ELEVATION 1/16" = 1'-0"4 PARKING STRUCTURE - SOUTH ELEVATION 1/16" = 1'-0"2 PARKING STRUCTURE - EAST ELEVATION '$7( &23<5,*+7+$00(/*5((1$1'$%5$+$0621,1&& '(9(/230(17$33/,&$7,216 -$18$5< $ 4/4446;;<=>?4 90/ ,*-*,%4<<45+62 ,*-*,%60;6>5+62 ,*-*,%/<;95+62 '@. @% *';4;5+92 �!"�#$ !"&$%&�!"($ #,!:8$ ,*-*,%60;6>5+62 ,*-*,%/<;95+62 '@. @% *';4;5+92 ,*-*,%4<<45+62 ,*-*,%,<><5+62 !"# $ APC-2 W/ REVEALS EXPOSED CAST-IN-PLACE CONCRETE APC-2 CW-1 MP-4 CW-1 MP-4EXPOSED CAST-IN-PLACE CONCRETE DEC MET-5APC-2 W/ REVEALS EXPOSED CAST-IN-PLACE CONCRETE METAL GATES FOR SNOW REMOVAL CW-1MP-4 CW-1 !"# $ 3/32” = 1’-0” PARKING STRUCTURE - WEST ELEVATION 3/32” = 1’-0”PARKING STRUCTURE - NORTH ELEVATION 2 $#:!,# '@. @% *';4;5+92 ,*-*,%4<<45+62 ,*-*,%,<><5+62 ,*-*,%60;6>5+62 ,*-*,%/<;95+62%&!"'$&!"($� �!"# $&!"($MP-4 CW-1 MP-4EXPOSED CAST-IN-PLACE CONCRETE APC-2 W/ REVEALS EXPOSED CAST-IN-PLACE CONCRETE APC-2 W/ REVEALS CW-1 APC-2 GL-41 3/32” = 1’-0”PARKING STRUCTURE - EAST ELEVATION1 4 4/0;9?>=<4/;4644 '@. @% *';4;5+92 ,*-*,%4<<45+62 ,*-*,%,<><5+62 ,*-*,%60;6>5+62 ,*-*,%/<;95+62�!"�#$MP-2 SOFFIT MP-4 APC-2 CW-1 CW-1 APC-2 W/ REVEALS EXPOSED CAST-IN-PLACE CONCRETE APC-2DEC MET-5 3/32” = 1’-0”PARKING STRUCTURE - SOUTH ELEVATION3 '$7( -$18$5< FEBRUARY 9, 2024 A401 - Overall Exterior Elevations - Parking Structure City of Edina Development Applications | February 9, 2024FRANCEon 94 A. ELEVATIONS OF EXISTING FLOORS ARE BASED ON SURVEY INFORMATION AND\OR AS-BUILT DRAWINGS PROVIDED BY THE OWNER. THE SURVEY DATA MAY NOT BE COMPLETE AND THE ACTUAL EXISTING ELEVATIONS MAY VARY IN DIFFERENT PORTIONS OF THE EXISTING BUILDING. ALL INFORMATION MUST BE FIELD VERIFIED AND COORDINATED BETWEEN NEWAND EXISTING CONSTRUCTION TO PROVIDE MATCHING FLOOR ELEVATIONS WHERE REQUIRED. *(1(5$/127(6 (;7(5,25(/(9$7,216 LEVEL 01100' - 0" LEVEL 02120' - 0" R2R3R4R6R7 LEVEL 01100' - 0" LEVEL 02120' - 0" LEVEL 03135' - 0" PARKING LEVEL 01100' - 0" PARKING LEVEL 02113' - 0" PARKING LEVEL 03125' - 0" RDRCRBRA RE LEVEL 01100' - 0" RD RC RB RARE R1 R2 R3 R4 R6R7 +*$12 '$7( NO DESCRIPTION DATE 6700 FRANCE AVE S EDINA, MN 55435127)25&216758&7,21&23<5,*+7+$00(/*5((1$1'$%5$+$0621,1&& ,668$1&(+,6725< 7+,66+((7 '(9(/230(17$33/,&$7,216 -$18$5< KEYPLAN 02% 3$5.,1*5$03 5(67$85$17 0(',&$/2)),&(%8,/',1* Wildamere Capital Management6800 France Ave S #550Edina, MN 55435 Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435 Kimley-Horn767 N Eustis St #100St Paul, MN 55114 30 $XWRGHVN'RFV 2Q)UDQFH02%B$2Q)UDQFHBUYW$ OVERALLEXTERIORELEVATIONS -RESTAURANT $XWKRU1/8" = 1'-0"1 RESTAURANT - NORTH ELEVATION 1/8" = 1'-0"2 RESTAURANT - EAST ELEVATION 1/8" = 1'-0"3 RESTAURANT - WEST ELEVATION 1/8" = 1'-0"4 RESTAURANT - SOUTH ELEVATION '$7( &23<5,*+7+$00(/*5((1$1'$%5$+$0621,1&& '(9(/230(17$33/,&$7,216 -$18$5< $ -4 6 ,<@ # !$"$ !"% !" #$ !&" ! 7' 7%8""8!/9:2&3 0 )*)%-/:92&3 0 )'5%'';/9-2&/0 !"=>?"=>?"# !$"$ !"# !$"$ !"% !" '& !" ! 7' 7%8""8!/9:2&3 0 )*)%-/:92&3 0 )'5%'';/9-2&/0 ! 7' 7%8""8!/9:2&3 0 )*)%-/:92&3 0 )'5%'';/9-2&/0 -46,<@ # !$"$ !"1/8” = 1’-0” RESTAURANT - NORTH ELEVATION 1/8” = 1’-0” RESTAURANT - EAST ELEVATION 1/8” = 1’-0” RESTAURANT - WEST ELEVATION 1/8” = 1’-0”RESTAURANT - SOUTH ELEVATION MP-5 FBR-2 CW-1 W/ GL-22 CW-1MP-3CW-1EXTERIOR BAR W/ SHUTTERFBR-1CW-1 MP-3 SOFFIT FBR-2 CW-1 W/ GL-22 CW-1FBR-1 MP-3 FBR-2 MP-5 MP-3 SOFFIT CW-1 FBR-1 MP-5 FBR-2 CW-1FBR-2 FBR-1 CW-1 W/ GL-22 1 2 3 4 '$7( -$18$5< FEBRUARY 9, 2024 A402 - Overall Exterior Elevations - Restaurant Thank You FRANCE - Edina, MN Southdale Office Center City of Edina Development Applications - Appendix A | February 9, 2024on MN HWY 62FRANCE AVE SVALLEY VIEW RDW 66TH STW 70TH STSOUTHDALE CENTERPROJECTLOCATIONCCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC..(<3/$1 )5$1&($9(6(',1$01+*$&200,66,21180%(5 1257+7+675((768,7(0,11($32/,60,11(627$7(/(3+21( 0$3 127( 5(1'(5,1*127)25&216758&7,2186(MEDICAL OFFICE BUILDINGPARKING RAMPRESTAURANT1/17/2024 2:50:57 PM*)5$1&($9(6(',1$01 6+((7,1'(;NUMBER SHEET NAME1-GENERALG000 COVER SHEET2-CIVILC000 COVER SHEETC100 GENERAL NOTESC200 OVERALL DEMO PLANC201 DEMO PLANC300 EROSION AND SEDIMENT CONTROL PLAN - PHASE 1C301 EROSION AND SEDIMENT CONTROL PLAN - PHASE 2C302 EROSION AND SEDIMENT CONTROL DETAILSC400 OVERALL SITE PLANC401 SITE PLANC402 SITE DETAILSC500 OVERALL GRADING AND DRAINAGE PLANC501 GRADING AND DRAINAGE PLANC502 GRADING ADA DETAILSC600 OVERALL UTILITY PLANC601 UTILITY PLANC602 UTILITY DETAILSC603 UTILITY DETAILSC604 UTILITY DETAILS3-SURVEY1 ALTA/MSPS LAND TITLE SURVEY2 SITE SURVEY3 SITE SURVEY4 SITE SURVEY5 TREE SURVEY4-PLAT01 PRELIMINARY PLAT6-LANDSCAPEL100 TREE PROTECTION PLANL101 TREE DEMOLITION PLANL200 OVERALL LANDSCAPE PLANL210 ENLARGED LAYOUT & MATERIALS PLAN - AREA AL211 ENLARGED LAYOUT & MATERIALS PLAN - AREA BL220 LAYOUT & MATERIAL DETAILSL410 ENLARGED PLANTING PLANS - AREA AL411 ENLARGED PLANTING PLANS - AREA BL510 IRRIGATION PLAN - AREA AL511 IRRIGATION PLAN - AREA B8-ARCHITECTURALA200 OVERALL FLOOR PLAN - LOWER LEVELA201 OVERALL FLOOR PLAN - LEVEL 01A202 OVERALL FLOOR PLAN - LEVEL 02A203 OVERALL FLOOR PLAN - LEVEL 03Grand total: 3902/09/2024 KH PROJECT NO:DATE:NODESCRIPTIONDATE6700 FRANCE AVE SEDINA, MN 55435NOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETDEVELOPMENTAPPLICATIONSFEBRUARY 9, 2024160570035S:\4600\4614\006-00\04 Work\Shared\E-SizeVert ica l-onFrance-HGASanJose-44931961 .pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAAlexandria-44931957.pngS:\4600\4614\006-00\04 Work \Shared\E-S izeVert ical-onFrance-HGASantaMonica-44931945.pngS:\4600\4614\006-00\04 Work\Shared \E-SizeVe rtical-onFrance-HGASanFranc isco-44931947.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVer tical-onFrance-HGASacramento-44931949.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGARochester-44931951.pngS:\4600\4614\006-00\04 Work\Shared \E-SizeVer tical-onFrance-HGAM inneapolis-44931953.pngS:\4600\4614 \006-00\04 Work\Shared\E-SizeVer tical-onFrance-HGAMilwaukee-44931955.pngKEYPLANMOBPARKINGRAMPRESTAURANTNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED CIVIL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGABoston-44931963.pngMEDICALOFFICEBUILDINGWildamere Capital Management6800 France Ave S #550Edina, MN 55435Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435Kimley-Horn767 N Eustis St #100St Paul, MN 55114NORTHVICINITYN.T.S.SITEEDINA, HENNEPIN COUNTY, MN1.CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITE MATCHWHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIOR TO CONSTRUCTION.2.IF REPRODUCED, THE SCALES SHOWN ON THESE PLANS ARE BASED ON A ARCH full bleed E(36.00 x 48.00 Inches) SHEET.3.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/ORUTILITY SERVICES COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDINGPOSSESSION AND THE FINAL CONNECTION OF SERVICES.4.ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES,AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS.NOTES:LANDSCAPE ARCHITECTHGA420 NORTH 5TH STREET, SUITE 100MINNEAPOLIS, MN 55401TELEPHONE:GEOTECHNICAL ENGINEERHAUGO GEOTECHNICAL SERVICES2825 CEDAR AVENUE SOUTHMINNEAPOLIS, MN 55407CONTACT: PAUL GIONFRIDDOTELEPHONE: (612) 729-2959PROJECT TEAM:SURVEYORSUNDE LAND SURVEYING9001 E BLOOMINGOTN FWY, SUITE 118BLOOMINGTON, MN 55420CONTACT: ARLEE CARLSON, PLSTELEPHONE: (952) 886-3118ENGINEERKIMLEY-HORN AND ASSOCIATES, INC.PREPARED BY: THOMAS J. LINCOLN767 EUSTIS STREET, SUITE 100ST. PAUL, MN 55114TELEPHONE (651) 645-4197CONTRACTORPCL CONSTRUCTION SERVICESCONTACT: CHRIS HAUCKOnFrance Medical Office BuildingFORDEVELOPMENT PLAN APPLICATIONKnow what'sbelow.before you dig.CallARCHITECTHGA420 NORTH 5TH STREET, SUITE 100MINNEAPOLIS, MN 55401TELEPHONE: (612) 758-4000CONTACT: DAVID LITTLECONTACT: AARON MULLINSCONTACT: JASON VANSELOWCROSSTOWN HWYW 66TH STFRANCE AVE SVALLEY VIEW RDW 70TH STCOVER SHEETC000CLIENTWILDAMERE CAPITAL MANAGEMENT6800 FRANCE AVENUE, #555EDINA, MN 55435TELEPHONE: (952) 746-3400CONTACT: SHAWN SMITHINDIRECT CLIENTOLYMPUS VENTURES LLC6600 FRANCE AVENUE, #550EDINA, MN 55435TELEPHONE: (952) 324-8900CLIENT: BRIAN HOBBINS6700 FRANCE AVE SOUTH,Sheet List TableSheet NumberSheet TitleC000COVER SHEETC100GENERAL NOTESC200OVERALL DEMO PLANC201DEMO PLANC300EROSION AND SEDIMENT CONTROL PLAN - PHASE 1C301EROSION AND SEDIMENT CONTROL PLAN - PHASE 2C302EROSION AND SEDIMENT CONTROL DETAILSC400OVERALL SITE PLANC401SITE PLANC402SITE PLANC403SITE DETAILSC404SITE DETAILSC405SITE DETAILSC500OVERALL GRADING AND DRAINAGE PLANC501GRADING AND DRAINAGE PLANC502GRADING ADA DETAILSC600OVERALL UTILITY PLANC601UTILITY PLANC602UTILITY DETAILSC603UTILITY DETAILSC604UTILITY DETAILS KH PROJECT NO:DATE:NODESCRIPTIONDATE6700 FRANCE AVE SEDINA, MN 55435NOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETDEVELOPMENTAPPLICATIONSFEBRUARY 9, 2024160570035S:\4600\4614\006-00\04 Work\Shared\E-SizeVert ica l-onFrance-HGASanJose-44931961 .pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAAlexandria-44931957.pngS:\4600\4614\006-00\04 Work \Shared\E-S izeVert ical-onFrance-HGASantaMonica-44931945.pngS:\4600\4614\006-00\04 Work\Shared \E-SizeVe rtical-onFrance-HGASanFranc isco-44931947.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVer tical-onFrance-HGASacramento-44931949.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGARochester-44931951.pngS:\4600\4614\006-00\04 Work\Shared \E-SizeVer tical-onFrance-HGAM inneapolis-44931953.pngS:\4600\4614 \006-00\04 Work\Shared\E-SizeVer tical-onFrance-HGAMilwaukee-44931955.pngKEYPLANMOBPARKINGRAMPRESTAURANTNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED CIVIL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGABoston-44931963.pngMEDICALOFFICEBUILDINGWildamere Capital Management6800 France Ave S #550Edina, MN 55435Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435Kimley-Horn767 N Eustis St #100St Paul, MN 55114GENERAL CONSTRUCTION NOTES1.THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE MN DEPARTMENT OFTRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" (LATEST EDITION) AND BECOMEFAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK, AND, UNLESS OTHERWISE NOTED, ALLWORK SHALL CONFORM AS APPLICABLE TO THESE STANDARDS AND SPECIFICATIONS.2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIAL AND LABOR TO CONSTRUCTTHE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THEAPPROPRIATE APPROVING AUTHORITIES, SPECIFICATIONS AND REQUIREMENTS. CONTRACTOR SHALLCLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK,EXISTING PAVEMENT AND ALL OTHER DELETERIOUS MATERIAL.3.THE EXISTING SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS QUALITY LEVEL "D" UNLESS OTHERWISENOTED. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ACSE 38/02,ENTITLED STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF SUBSURFACE QUALITY DATABY THE FHA. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TOTHE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLYVERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTINGUNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELYACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'SRESPONSIBILITY AND SHALL BE DONE BEFORE COMMENCING ANY WORK IN THE VICINITY. FURTHERMORE,THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THECONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURREDBECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FORTEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING ORRELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED ANDTHEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK.4.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAYHAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCINGWORK. THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIESPRIOR TO BEGINNING CONSTRUCTION.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS ANDBONDS IF REQUIRED PRIOR TO CONSTRUCTION.6.THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THECONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, GEOTECHNICAL REPORT AND SPECIALCONDITIONS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS.7.ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THEOWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGNARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER.8.ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENT TO THEOWNER DIRECTLY FROM THE TESTING AGENCY.9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS-BUILT INFORMATIONWHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATECONSTRUCTION INTERVALS AND SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS TO THEOWNER FOR THE PURPOSE OF CERTIFICATION TO JURISDICTIONAL AGENCIES AS REQUIRED. ALL AS-BUILTDATA SHALL BE COLLECTED BY A STATE OF MN PROFESSIONAL LAND SURVEYOR WHOSE SERVICES AREENGAGED BY THE CONTRACTOR.10.ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELLDRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES. CONTRACTOR SHALLBE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED.11.ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THEAPPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS MADE.12.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWNON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IFANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATIONOF ANY PORTION OF THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF ANIDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANYOBLIGATION TO PAY FOR A RELATED CHANGE ORDER.13.SHOULD CONTRACTOR ENCOUNTER ANY DEBRIS LADEN SOIL, STRUCTURES NOT IDENTIFIED IN THEDOCUMENTS, OR OTHER SOURCE OF POTENTIAL CONTAMINATION, THEY SHALL IMMEDIATELY CONTACTTHE ENGINEER AND OWNER.TYPICAL OWNER/ENGINEER OBSERVATIONSCONTRACTOR SHALL NOTIFY OWNER AND/OR ENGINEER 48 HOURS IN ADVANCE OF THEFOLLOWING ACTIVITIES:- PRE-CONSTRUCTION MEETING, SUBGRADE PREPARATION, BASE INSTALLATIONASPHALT INSTALLATION, UNDERGROUND PIPING AND UTILITIES INSTALLATION,INSTALLATION OF STRUCTURES, CHECK VALVES, HYDRANTS, METERS, ETC., SIDEWALKINSTALLATION, CONNECTIONS TO WATER AND SEWER MAINS, TESTS OF UTILITIES3RD PARTY TEST REPORTS REQ'DTEST REPORTS REQUIRED FOR CLOSE OUT INCLUDE, BUT ARE NOT LIMITED TO:- DENSITY TEST REPORTS- BACTERIOLOGICAL TESTS OF WATER SYSTEM- PRESSURE TEST OF WATER/SEWER- LEAK TESTS ON SEWER SYSTEM AND GREASE TRAPS- ANY OTHER TESTING REQUIRED BY THE AGENCY/MUNICIPALITYWATER STORM SEWER & SANITARY SEWER NOTES1.THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS, MANHOLES, GRAVITY SEWER LINES,AND DOMESTIC WATER AND FIRE PROTECTION SYSTEM AS SHOWN ON THESE PLANS. THE CONTRACTORSHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, MACHINERY, TOOLS, MEANS OFTRANSPORTATION AND LABOR NECESSARY TO COMPLETE THE WORK IN FULL AND COMPLETEACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY INTENDED REQUIREMENTS OF THECONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS. IN THE EVENT THAT THECONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THEMOST STRINGENT SHALL GOVERN.2.ALL EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALLCOMPLY WITH ALL REQUIREMENTS FOR UTILITY LOCATION AND COORDINATION IN ACCORDANCE WITH THENOTES CONTAINED IN THE GENERAL CONSTRUCTION SECTION OF THIS SHEET.3.THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATION IN KIND, UNLESS SHOWN OTHERWISE.4.DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THE MANUFACTURER'SSPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGS WITH A WATERTIGHT PLUGWHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPES SHALL BE CLEAN AND JOINT SURFACESWIPED CLEAN AND DRY AFTER THE PIPE HAS BEEN LOWERED INTO THE TRENCH. VALVES SHALL BEPLUMB AND LOCATED ACCORDING TO THE PLANS.5.ALL PIPE AND FITTINGS SHALL BE CAREFULLY STORED FOLLOWING MANUFACTURER'SRECOMMENDATIONS. CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE COATING OR LINING IN ANY D.I.PIPE FITTINGS. ANY PIPE OR FITTING WHICH IS DAMAGED OR WHICH HAS FLAWS OR IMPERFECTIONSWHICH, IN THE OPINION OF THE ENGINEER OR OWNER, RENDERS IT UNFIT FOR USE, SHALL NOT BE USED.ANY PIPE NOT SATISFACTORY FOR USE SHALL BE CLEARLY MARKED AND IMMEDIATELY REMOVED FROMTHE JOB SITE, AND SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.6.WATER FOR FIRE FIGHTING SHALL BE MADE AVAILABLE FOR USE BY THE CONTRACTOR PRIOR TOCOMBUSTIBLES BEING BROUGHT ON SITE.7.ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING SHALL BECOMPLETELY BACK FILLED IN ACCORDANCE WITH THE GOVERNING JURISDICTIONAL AGENCY'SSPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCYREQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN.8.UNDERGROUND LINES SHALL BE SURVEYED BY A STATE OF MN PROFESSIONAL LAND SURVEYOR PRIORTO BACK FILLING.9.CONTRACTOR SHALL PERFORM, AT HIS OWN EXPENSE, ANY AND ALL TESTS REQUIRED BY THESPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY INCLUDE, BUT MAY NOTBE LIMITED TO, INFILTRATION AND EXFILTRATION, TELEVISION INSPECTION AND A MANDREL TEST ONGRAVITY SEWER. A COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE UTILITY PROVIDER, OWNERAND JURISDICTIONAL AGENCY AS REQUIRED.10.CONTRACTOR SHALL PROVIDE FOR A MINIMUM HORIZONTAL CLEARANCE OF 10' AND A VERTICALCLEARANCE OF 18" BETWEEN WATER AND SANITARY SEWER MANHOLES AND LINES.11.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THECONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARYTO RETURN IT TO EXISTING CONDITIONS OR BETTER.12.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE ISWATERTIGHT UNLESS OTHERWISE STATED BY CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS.13.UNLESS OTHERWISE STATED IN CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS, ALL STORMSEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFICBEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALLBE LABELED "STORM SEWER". EXISTING CASTINGS AND STRUCTURES WITHIN PROJECT LIMITS SHALL BEADJUSTED TO MEET THESE CONDITIONS AND THE PROPOSED FINISHED GRADE.14.TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF THECONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUTEXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY AREGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW.15.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TOSAME.16.ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR FROM INVERT IN TO INVERTOUT.17.ROOF DRAINS SHALL BE CONNECTED TO STORM SEWER BY PREFABRICATED WYES OR AT STORMSTRUCTURES. ROOF DRAINS AND TRUCK WELL DRAIN SHALL RUN AT A MINIMUM 1% SLOPE, UNLESSNOTED OTHERWISE, AND TIE IN AT THE CENTERLINE OF THE STORM MAIN.18.ALL ROOF AND SANITARY SEWER DRAINS SHALL BE INSULATED IF 7' OF COVER CANNOT BE PROVIDED.19.THE CONTRACTOR SHALL PROTECT EXISTING UNDERGROUND UTILITIES AND APPURTENANCES THAT ARETO REMAIN FROM DAMAGE DURING CONSTRUCTION OPERATIONS.20.THE LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES AND OTHER ABOVE ANDBELOW-GRADE IMPROVEMENTS ARE APPROXIMATE AS SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITYTO DETERMINE THE EXACT LOCATION, SIZE AND INVERT ELEVATIONS OF EACH PRIOR TO THE START OFCONSTRUCTION.21.A MINIMUM OF 5' SEPARATION IS REQUIRED BETWEEN UTILITIES AND TREES UNLESS A ROOT BARRIER ISUTILIZED.22.GAS, PHONE AND ELECTRIC SERVICES SHOWN FOR INFORMATIONAL PURPOSES ONLY. DRY UTILITYCOMPANIES MAY ALTER THE DESIGN LAYOUT DURING THEIR REVIEW. CONTRACTOR TO COORDINATEFINAL DESIGN AND INSTALLATION WITH UTILITY COMPANIES.23.COORDINATE UTILITY INSTALLATION WITH IRRIGATION DESIGN AND INSTALLATION.24.ALL DIMENSIONS ARE TO FLOW LINE OF CURB UNLESS OTHERWISE NOTED. PERIMETER WALL DIMENSIONSARE TO INSIDE WALL FACE. REFERENCE ARCHITECTURAL PLANS FOR EXACT WALL WIDTH ANDSPECIFICATIONS.25.REFERENCE ARCHITECTURAL PLANS (BY OTHERS). FOR EXACT BUILDING DIMENSIONS, AND MATERIALSSPECIFICATIONS.26.REFERENCE M.E.P. PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS AND SPECIFICATIONS.27.CONTRACTOR SHALL REFERENCE STRUCTURAL PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENTDIMENSIONS AND PAD PREPARATION SPECIFICATIONS.28.CONTRACTOR SHALL REFERENCE M.E.P PLANS (BY OTHERS) FOR LIGHT POLE WIRING.GRADING AND DRAINAGE NOTES1.GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY THE SUITABILITY OF ALL EXISTING ANDPROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE START OF CONSTRUCTION.THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES.2.THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL ADJUST BMP'S ASNECESSARY AND REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASSSTAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS.3.CONTRACTOR SHALL ENSURE THERE IS POSITIVE DRAINAGE FROM THE PROPOSED BUILDINGS SO THATSURFACE RUNOFF WILL DRAIN BY GRAVITY TO NEW OR EXISTING DRAINAGE OUTLETS. CONTRACTORSHALL ENSURE NO PONDING OCCURS IN PAVED AREAS AND SHALL NOTIFY ENGINEER IF ANY GRADINGDISCREPANCIES ARE FOUND IN THE EXISTING AND PROPOSED GRADES PRIOR TO PLACEMENT OFPAVEMENT OR UTILITIES.4.CONTRACTOR SHALL PROTECT ALL MANHOLE COVERS, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS,POWER POLES, GUY WIRES, AND TELEPHONE BOXES THAT ARE TO REMAIN IN PLACE AND UNDISTURBEDDURING CONSTRUCTION. EXISTING CASTINGS AND STRUCTURES TO REMAIN SHALL BE ADJUSTED TOMATCH THE PROPOSED FINISHED GRADES.5.BACKFILL FOR UTILITY LINES SHALL BE PLACED PER DETAILS, STANDARDS, AND SPECIFICATIONS SO THATTHE UTILITY WILL BE STABLE. WHERE UTILITY LINES CROSS THE PARKING LOT, THE TOP 6 INCHES SHALLBE COMPACTED SIMILARLY TO THE REMAINDER OF THE LOT. UTILITY DITCHES SHALL BE VISUALLYINSPECTED DURING THE EXCAVATION PROCESS TO ENSURE THAT UNDESIRABLE FILL IS NOT USED.6.CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF 4" OF TOPSOIL AT COMPLETIONOF WORK. ALL UNPAVED AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION SHALL BEREGRADED AND SODDED.7.AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TESTAND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAINTOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELYNOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED.8.WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE CONTRACTOR SHALLSAW CUT FULL DEPTH FOR A SMOOTH AND STRAIGHT JOINT AND REPLACE THE PAVEMENT WITH THE SAMETYPE AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED.9.THE CONTRACTOR SHALL INSTALL PROTECTION OVER ALL DRAINAGE STRUCTURES FOR THE DURATION OFCONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL DRAINAGE STRUCTURESSHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDEPOSITIVE DRAINAGE FLOWS.10.IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS.THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE DESIGN ENGINEER PRIOR TO ANYEXCAVATION.11.FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONALAGENCY OR TO MN/DOT STANDARDS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THEJURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALLGOVERN.12.ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREASSHALL THEN BE SODDED OR SEEDED AS SPECIFIED IN THE PLANS, FERTILIZED, MULCHED, WATERED ANDMAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY AREAS DISTURBED FORANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR ATNO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE SODDED OR SEEDED AND MULCHEDAS SHOWN ON THE LANDSCAPING PLAN.13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING ANDSCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHERSUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNINGREGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION.14.SOD, WHERE CALLED FOR, MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURSOF COMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION,SEDIMENTATION OR TURBID DISCHARGES.15.THE CONTRACTOR SHALL ENSURE THAT LANDSCAPE ISLAND PLANTING AREAS AND OTHER PLANTINGAREAS ARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR SHALLALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTEDAND PROPERLY DISPOSED OF IN A LEGAL MANNER.16.THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PER MANUFACTURER'SRECOMMENDATIONS AND MN/DOT SPECIFICATION.17.ALL CONCRETE/ASPHALT SHALL BE INSTALLED PER GEOTECH REPORT, CITY OF EDINA AND MN/DOTSPECIFICATIONS.18.SPOT ELEVATIONS ARE TO FLOWLINE OF CURB UNLESS OTHERWISE NOTED.19.LIMITS OF CONSTRUCTION ARE TO THE PROPERTY LINE UNLESS OTHERWISE SPECIFIED ON THE PLAN.20.IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONSAND CONSTRUCTION DOCUMENTS.21.THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND SHALLREPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION WITHOUTCOMPENSATION.22.BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE.23.ALL PROPOSED GRADES ONSITE SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE INDICATED ON THE PLANS.ANY SLOPES STEEPER THAN 4:1 REQUIRE EROSION AND SEDIMENT CONTROL BLANKET.24.ADHERE TO ALL TERMS AND CONDITIONS AS NECESSARY IN THE GENERAL N.P.D.E.S. PERMIT ANDSTORMWATER POLLUTION PREVENTION PLAN FOR STORMWATER DISCHARGE ASSOCIATED WITHCONSTRUCTION ACTIVITIES.25.ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUSGRADE.26.CONTRACTOR SHALL ENSURE MINIMUM GRADES ARE MET WITHIN PAVED AREAS, 1.2% FOR ASPHALTPAVING AND 0.6% FOR CONCRETE PAVING.EROSION CONTROL NOTES1.THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROLPLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONSOF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS.2.ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTIONSHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE OF MNNATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOMEFAMILIAR WITH THEIR CONTENTS.3.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCALREQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENTADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY OR OWNER.4.SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THETRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. ALL SEDIMENT SPILLED, DROPPED,WASHED, OR TRACKED ON A PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY. WHEN WASHING ISREQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY, IT SHALL BE DONE INAN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ALLFINES IMPOSED FOR DISCHARGING SEDIMENT ONTO PUBLIC AREAS SHALL BE PAID BY THE CONTRACTOR.5.TEMPORARY SEEDING OR OTHER APPROVED METHODS OF STABILIZATION SHALL BE INITIATED WITHIN 7DAYS OF THE LAST DISTURBANCE ON ANY AREA OF THE SITE.6.THE CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BYTHE GENERAL PERMIT.7.CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALLALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, ANDAREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES.8.ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BEDETAINED AND PROPERLY TREATED OR DISPOSED.9.SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ONSITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS.10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS ANDOTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED.11.RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALEDCONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OFWIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE.12.ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THE PLAN SHALL BE INITIATED ASSOON AS IS PRACTICABLE.13.ALL STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED SUCH THAT THEY WILL NOTADVERSELY AFFECT STORM WATER QUALITY. OTHERWISE, COVERING OR ENCIRCLING THESE AREAS WITHSOME PROTECTIVE MEASURE WILL BE NECESSARY.14.CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL DEVICE WHICHTHEY DISTURB. EACH CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DEFICIENCIESIN THE ESTABLISHED EROSION CONTROL MEASURES THAT MAY LEAD TO UNAUTHORIZED DISCHARGE ORSTORM WATER POLLUTION, SEDIMENTATION, OR OTHER POLLUTANTS. UNAUTHORIZED POLLUTANTSINCLUDE (BUT ARE NOT LIMITED TO) EXCESS CONCRETE DUMPING OR CONCRETE RESIDUE, PAINTS,SOLVENTS, GREASES, FUEL AND LUBRICANT OIL, PESTICIDES, AND ANY SOLID WASTE MATERIALS.15.EROSION CONTROL DEVICES SHOWN ON THESE PLANS SHALL BE INSTALLED PRIOR TO THE START OFLAND-DISTURBING ACTIVITIES ON THE PROJECT.16.ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS ANDSPECIFICATIONS FOR THIS PROJECT. CHANGES ARE TO BE APPROVED BEFORE CONSTRUCTION BY THEDESIGN ENGINEER AND THE CITY OF EDINA ENGINEERING DIVISION.17.IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITESEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL PLAN WILL HAVE TO BE REVISED AND/ORADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED ON SITE. ANY REVISIONS TO THE EROSIONCONTROL PLAN MADE BY THE CONTRACTOR MUST BE APPROVED BY THE ENGINEER.EROSION CONTROL MAINTENANCEALL MEASURES STATED ON THE EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATERPOLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION AS REQUIRED BY ALLJURISDICTIONS UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OFTHE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A CERTIFIEDPERSON AT LEAST ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5" RAINFALLEVENT, AND CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING:INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OFUNDERMINING, OR DETERIORATION.1.ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREASSHOULD BE FERTILIZED, WATERED AND RESEEDED AS NEEDED. FOR MAINTENANCE REQUIREMENTSREFER TO THE STANDARD SPECIFICATIONS.2.SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BEREMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-THIRD THE HEIGHT OF THE SILT FENCE.3.THE CONSTRUCTION ENTRANCE(S) SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENTTRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSINGOF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND.4.THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FORPARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING ASCONDITIONS DEMAND.5.ALL MAINTENANCE OPERATIONS SHALL BE DONE IN A TIMELY MANNER BUT IN NO CASE LATER THAN 2CALENDAR DAYS FOLLOWING THE INSPECTION.PAVING AND STRIPING NOTES1.ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN JURISDICTION'S RIGHT-OF-WAYSHALL BE IN ACCORDANCE WITH LOCAL OR COUNTY SPECIFICATIONS AND STANDARDS (LATEST EDITION)OR MN/DOT SPECIFICATIONS AND STANDARDS (LATEST EDITION) IF NOT COVERED BY LOCAL OR COUNTYREGULATIONS.2.ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO MANUALON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D) AND CITY STANDARDS.3.CONTRACTOR SHALL FURNISH ALL PAVEMENT MARKINGS FOR FIRE LANES, ROADWAY LANES, PARKINGSTALLS, ACCESSIBLE PARKING SYMBOLS, ACCESS AISLES, STOP BARS AND SIGNS, AND MISCELLANEOUSSTRIPING WITHIN THE PARKING LOT AS SHOWN ON THE PLANS.4.ALL EXPANSION JOINTS SHALL EXTEND THROUGH THE CURB.5.THE MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS SHALL BE 2 FEET.6.ALL JOINTS, INCLUDING EXPANSION JOINTS WITH REMOVABLE TACK STRIPS, SHALL BE SEALED WITH JOINTSEALANT.7.THE MATERIALS AND PROPERTIES OF ALL CONCRETE SHALL MEET THE APPLICABLE REQUIREMENTS INTHE A.C.I. (AMERICAN CONCRETE INSTITUTE) MANUAL OF CONCRETE PRACTICE.8.CONTRACTOR SHALL APPLY A SECOND COATING OVER ALL PAVEMENT MARKINGS PRIOR TO ACCEPTANCEBY OWNER FOLLOWED BY A COAT OF GLASS BEADS AS APPLICABLE PER THE PROJECT DOCUMENTS.9.ANY EXISTING PAVEMENT, CURBS AND/OR SIDEWALKS DAMAGED OR REMOVED WILL BE REPAIRED BY THECONTRACTOR AT HIS EXPENSE TO THE SATISFACTION OF THE ENGINEER AND OWNER.10.BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY SUITABLE ACCESSIBLE ROUTES (PER A.D.A).GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALLCONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPESEXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NOCASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKINGSTALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNALBUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEERIMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTORCHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES.11.MAXIMUM JOINT SPACING IS TWICE THE DEPTH OF THE CONCRETE PAVEMENT IN FEET.REFER TO GEOTECHNICAL REPORTHAUGO GEOTECHNICAL SERVICESPROJECT NO. 23-0891DATED JANUARY 3, 2024GENERAL NOTESC100 REMOVE TREESPROTECT ALL UTILITIESKH PROJECT NO:DATE:NODESCRIPTIONDATE6700 FRANCE AVE SEDINA, MN 55435NOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETDEVELOPMENTAPPLICATIONSFEBRUARY 9, 2024160570035S:\4600\4614\006-00\04 Work\Shared\E-SizeVert ica l-onFrance-HGASanJose-44931961 .pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAAlexandria-44931957.pngS:\4600\4614\006-00\04 Work \Shared\E-S izeVert ical-onFrance-HGASantaMonica-44931945.pngS:\4600\4614\006-00\04 Work\Shared \E-SizeVe rtical-onFrance-HGASanFranc isco-44931947.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVer tical-onFrance-HGASacramento-44931949.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGARochester-44931951.pngS:\4600\4614\006-00\04 Work\Shared \E-SizeVer tical-onFrance-HGAM inneapolis-44931953.pngS:\4600\4614 \006-00\04 Work\Shared\E-SizeVer tical-onFrance-HGAMilwaukee-44931955.pngKEYPLANMOBPARKINGRAMPRESTAURANTNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED CIVIL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGABoston-44931963.pngMEDICALOFFICEBUILDINGWildamere Capital Management6800 France Ave S #550Edina, MN 55435Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435Kimley-Horn767 N Eustis St #100St Paul, MN 551141.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES,DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS ON THE PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITHSUITABLE COMPACTED FILL MATERIAL PER THE PROJECT DOCUMENTS.2.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FORDEMOLITION AND DISPOSAL. CONTRACTOR SHALL PROVIDE COPIES OF THE PERMIT AND RECEIPTS OF DISPOSAL OF MATERIALS TO THE OWNER AND OWNERS REPRESENTATIVE.3.THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE CONSTRUCTION MANAGER ANDCOORDINATION WITH THE ADJACENT PROPERTIES AND/OR THE CITY.4.THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNINGPORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYINGALL FEES AND CHARGES.5.THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMESNO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR LOCATIONS OF EXISTING UTILITIES WITHIN ALL AREAS OFPROPOSED WORK.6.ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS ANY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITHCAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PRECEDING WITH THE WORK.7.ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDEDFOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHINANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION.8.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY THE CONSTRUCTION MANAGER.MAINTENANCE OF TRAFFIC CONTROL SHALL BE COORDINATED IN ACCORDANCE WITH #####, <COUNTY> COUNTY AND ##/DOT.9.CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES DURING CONSTRUCTION, AND SHALL NOTIFY ALL PROPERTIES IF ACCESS WILL BE INTERRUPTED OR ALTERED AT ANY TIME DURING CONSTRUCTION.10.PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED.11.CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDINGPAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR.12.THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE FIRE DEPT. AND THE CITY WATER DEPARTMENT TO PLAN PROPOSED IMPROVEMENTS AND TO ENSURE ADEQUATE FIRE PROTECTION IS CONSTANTLYAVAILABLE TO THE SITE THROUGHOUT THIS SPECIFIC WORK AND THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING/PROVIDING ANY REQUIRED WATER MAIN SHUT OFFS WITHTHE CITY OF ##### DURING CONSTRUCTION. ANY COSTS ASSOCIATED WITH WATER MAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION WILL BE PROVIDED.13.REFER TO SURVEY FOR ALL EXISTING INVERT AND RIM ELEVATIONS.14.ALL UTILITIES SHOWN ARE EXISTING UTILITIES.15.IN THE EVENT A WELL IS FOUND, THE CONTRACTOR SHALL CONTACT THE ENGINEER AND OWNER IMMEDIATELY. ALL WELLS SHALL BE SEALED BY A LICENSED WELL CONTRACTOR IN ACCORDANCE WITH ALL STATE OF ##REQUIREMENTS.16.IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE OWNER AND/OR OWNERS REPRESENTATIVE IMMEDIATELY. ALL CONTAINERS SHALL BE DISPOSED OF AT APERMITTED LANDFILL PER THE PROJECT DOCUMENTS.17.CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING DRAINTILE IS ENCOUNTERED ON SITE. NO ACTIVE DRAINTILE SHALL BE REMOVED WITHOUT APPROVAL FROM THE ENGINEER.DEMOLITION PLAN NOTESLIMITS OF CONSTRUCTIONREMOVE BITUMINOUS SURFACEREMOVE CONCRETE SURFACEREMOVE BUILDINGREMOVE TREEREMOVE CONCRETE CURB & GUTTERREMOVE UTILITY LINESPROPERTY LINEEXISTING OVERHEAD POWER LINEEXISTING CHAINLINK FENCEEXISTING J-BARRIEREXISTING RETAINING WALLEXISTING SANITARY SEWEREXISTING STORM SEWEREXISTING WATERMAINEXISTING GAS MAINEXISTING UNDERGROUND TELEPHONEEXISTING UNDERGROUND CABLEEXISTING CONTOUREXISTING SIGNEXISTING FLARED END SECTIONEXISTING STORM MANHOLEEXISTING STORM CATCHBASINEXISTING GAS METEREXISTING POST INDICATOR VALVEEXISTING WELLEXISTING AUTOMATIC SPRINKLEREXISTING ROOF DRAINEXISTING GATE VALVEEXISTING HYDRANTEXISTING METAL COVEREXISTING ELECTRICAL METEREXISTING AIR CONDITIONEREXISTING TELEPHONE MANHOLEEXISTING CABLE BOXEXISTING GUY WIREEXISTING POWER POLEEXISTING LIGHT POLEEXISTING TREECLEARING & GRUBBINGFILL & ABANDON UTILITY LINESEXISTING TREE LINEEXISTING CURB & GUTTERLEGENDFULL DEPTH SAWCUTNORTHOVERALL DEMOPLANC200 AAAAAAAAAAAAAACCCCCCCCCCCCCCCCCCCKKKLLLLLLLLLLLJJJJJJJJJJJJJJJJIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIJIHHHHHHHHHHH1111666677LL10101111131313131313MMGGGEEEDOOQQQQQ141516RCCJCLL77999999999915JR1616O101010BEDMSSSSALVAGE STONEBLOCKSSALVAGE STONEBLOCKSCCCIACCCCCTTTTTTAAABCONCRETE MEDIANBBKEYNOTE LEGENDREMOVE BITUMINOUS PAVEMENTREMOVE CONCRETE SIDEWALKREMOVE CURBREMOVE STORM SEWERREMOVE WATERMAINREMOVE HYDRANTREMOVE SANITARY SEWERCLEARING AND GRUBBINGREMOVE SIGNREMOVE LIGHT POLEREMOVE BUILDINGREMOVE WALLCOORDINATE TRAFFIC SIGNAL MODIFICATIONS WITH HENNEPINCOUNTYREMOVE STAIRSREMOVE GAS LINEREMOVE COMMUNICATION LINEREMOVE ELECTRICAL LINEREMOVE MONUMENT SIGNREMOVE CATCH BASINFULL DEPTH SAWCUTABCDEFGHIJKLMNOPQRSTKEYNOTE LEGENDPROTECT IN PLACE EXISTING CURBPROTECT IN PLACE EXISTING STORM SEWERPROTECT IN PLACE EXISTING MANHOLEPROTECT IN PLACE EXISTING WATERMAINPROTECT IN PLACE EXISTING SANITARY SEWERPROTECT IN PLACE EXISTING WALLPROTECT IN PLACE EXISTING BUILDINGPROTECT IN PLACE EXISTING CONCRETE SIDEWALKPROTECT IN PLACE TREEPROTECT IN PLACE EXISTING LIGHT POLEPROTECT IN PLACE EXISTING PIPE BOLLARDPROTECT IN PLACE EXISTING SIGNPROTECT IN PLACE EXISTING UTILITY STRUCTUREPROTECT IN PLACE EXISTING GAS LINEPROTECT IN PLACE EXISTING COMMUNICATION LINEPROTECT IN PLACE EXISTING ELECTRICAL LINE12345678910111213141516KH PROJECT NO:DATE:NODESCRIPTIONDATE6700 FRANCE AVE SEDINA, MN 55435NOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETDEVELOPMENTAPPLICATIONSFEBRUARY 9, 2024160570035S:\4600\4614\006-00\04 Work\Shared\E-SizeVert ica l-onFrance-HGASanJose-44931961 .pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAAlexandria-44931957.pngS:\4600\4614\006-00\04 Work \Shared\E-S izeVert ical-onFrance-HGASantaMonica-44931945.pngS:\4600\4614\006-00\04 Work\Shared \E-SizeVe rtical-onFrance-HGASanFranc isco-44931947.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVer tical-onFrance-HGASacramento-44931949.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGARochester-44931951.pngS:\4600\4614\006-00\04 Work\Shared \E-SizeVer tical-onFrance-HGAM inneapolis-44931953.pngS:\4600\4614 \006-00\04 Work\Shared\E-SizeVer tical-onFrance-HGAMilwaukee-44931955.pngKEYPLANMOBPARKINGRAMPRESTAURANTNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED CIVIL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGABoston-44931963.pngMEDICALOFFICEBUILDINGWildamere Capital Management6800 France Ave S #550Edina, MN 55435Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435Kimley-Horn767 N Eustis St #100St Paul, MN 551141.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATIONAPPROVED BY ALL GOVERNING AUTHORITIES) ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS,PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS ON THE PLANSCAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL ANDBROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE PROJECT DOCUMENTS.2.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THEDEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIREDFOR DEMOLITION AND DISPOSAL. CONTRACTOR SHALL PROVIDE COPIES OF THE PERMIT AND RECEIPTS OFDISPOSAL OF MATERIALS TO THE OWNER AND OWNERS REPRESENTATIVE.3.THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES. UTILITYSERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE CONSTRUCTION MANAGER ANDCOORDINATION WITH THE ADJACENT PROPERTIES AND/OR THE CITY.4.THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVALAND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANYCONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES ANDANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR ISRESPONSIBLE FOR PAYING ALL FEES AND CHARGES.5.THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINED FROM THE BESTINFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEERASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY,THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR LOCATIONS OF EXISTING UTILITIES WITHINALL AREAS OF PROPOSED WORK.6.ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACTLOCATION, OR AS ANY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS ANDPROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIESREGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PRECEDINGWITH THE WORK.7.ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING TO BE REMOVED ORRELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BEPROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TOPROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TOEXISTING UTILITIES WITHIN ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION.8.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC.(AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY THE CONSTRUCTIONMANAGER. MAINTENANCE OF TRAFFIC CONTROL SHALL BE COORDINATED IN ACCORDANCE WITH #####,<COUNTY> COUNTY AND ##/DOT.9.CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES DURING CONSTRUCTION, ANDSHALL NOTIFY ALL PROPERTIES IF ACCESS WILL BE INTERRUPTED OR ALTERED AT ANY TIME DURINGCONSTRUCTION.10.PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED.11.CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT ISREQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THESURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR.12.THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE FIRE DEPT. AND THE CITY WATERDEPARTMENT TO PLAN PROPOSED IMPROVEMENTS AND TO ENSURE ADEQUATE FIRE PROTECTION ISCONSTANTLY AVAILABLE TO THE SITE THROUGHOUT THIS SPECIFIC WORK AND THROUGH ALL PHASES OFCONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING/PROVIDING ANY REQUIRED WATERMAIN SHUT OFFS WITH THE CITY OF ##### DURING CONSTRUCTION. ANY COSTS ASSOCIATED WITH WATERMAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION WILLBE PROVIDED.13.REFER TO SURVEY FOR ALL EXISTING INVERT AND RIM ELEVATIONS.14.ALL UTILITIES SHOWN ARE EXISTING UTILITIES.15.IN THE EVENT A WELL IS FOUND, THE CONTRACTOR SHALL CONTACT THE ENGINEER AND OWNERIMMEDIATELY. ALL WELLS SHALL BE SEALED BY A LICENSED WELL CONTRACTOR IN ACCORDANCE WITH ALLSTATE OF ## REQUIREMENTS.16.IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR SHALLCONTACT THE OWNER AND/OR OWNERS REPRESENTATIVE IMMEDIATELY. ALL CONTAINERS SHALL BEDISPOSED OF AT A PERMITTED LANDFILL PER THE PROJECT DOCUMENTS.17.CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING DRAINTILE IS ENCOUNTERED ON SITE. NOACTIVE DRAINTILE SHALL BE REMOVED WITHOUT APPROVAL FROM THE ENGINEER.DEMOLITION PLAN NOTESLIMITS OF CONSTRUCTIONREMOVE BITUMINOUS SURFACEREMOVE CONCRETE SURFACEREMOVE BUILDINGREMOVE TREEREMOVE CONCRETE CURB & GUTTERREMOVE UTILITY LINESPROPERTY LINEEXISTING OVERHEAD POWER LINEEXISTING CHAINLINK FENCEEXISTING J-BARRIEREXISTING RETAINING WALLEXISTING SANITARY SEWEREXISTING STORM SEWEREXISTING WATERMAINEXISTING GAS MAINEXISTING UNDERGROUND TELEPHONEEXISTING UNDERGROUND CABLEEXISTING CONTOUREXISTING SIGNEXISTING FLARED END SECTIONEXISTING STORM MANHOLEEXISTING STORM CATCHBASINEXISTING GAS METEREXISTING POST INDICATOR VALVEEXISTING WELLEXISTING AUTOMATIC SPRINKLEREXISTING ROOF DRAINEXISTING GATE VALVEEXISTING HYDRANTEXISTING METAL COVEREXISTING ELECTRICAL METERCLEARING & GRUBBINGFILL & ABANDON UTILITY LINESEXISTING CURB & GUTTERLEGENDFULL DEPTH SAWCUTNORTHDEMO PLANC201 EXISTING 7 STORY BUILDINGFFE: 877.50EXISTING 6 STORY BUILDINGFFE: 879.506800 FRANCE AVENUE SOUTH6600 FRANCE AVENUE SOUTH5 5555 555 10.52%3.84%2.13%0.81% 1. 7 1% 4.4 8 %2.33%3.07%4.53%2.52%5.28%1.35%16 . 65% 2 2 . 1 5%6.20%5.83%IPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPCESFSFCEBLSFBLBLBLSFKH PROJECT NO:DATE:NODESCRIPTIONDATE6700 FRANCE AVE SEDINA, MN 55435NOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETDEVELOPMENTAPPLICATIONSFEBRUARY 9, 2024160570035S:\4600\4614\006-00\04 Work\Shared\E-SizeVert ica l-onFrance-HGASanJose-44931961 .pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAAlexandria-44931957.pngS:\4600\4614\006-00\04 Work \Shared\E-S izeVert ical-onFrance-HGASantaMonica-44931945.pngS:\4600\4614\006-00\04 Work\Shared \E-SizeVe rtical-onFrance-HGASanFranc isco-44931947.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVer tical-onFrance-HGASacramento-44931949.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGARochester-44931951.pngS:\4600\4614\006-00\04 Work\Shared \E-SizeVer tical-onFrance-HGAM inneapolis-44931953.pngS:\4600\4614 \006-00\04 Work\Shared\E-SizeVer tical-onFrance-HGAMilwaukee-44931955.pngKEYPLANMOBPARKINGRAMPRESTAURANTNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED CIVIL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGABoston-44931963.pngMEDICALOFFICEBUILDINGWildamere Capital Management6800 France Ave S #550Edina, MN 55435Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435Kimley-Horn767 N Eustis St #100St Paul, MN 55114EROSION CONTROL PLAN NOTES1.ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BEINSTALLED PRIOR TO CONSTRUCTION.2.THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING.3.THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES.4.WITHIN TWO WEEKS (14 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BESTABILIZED WITH SEED, SOD, OR ROCK BASE. REFER TO LANDSCAPE PLANS FORMATERIALS.5.ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED INACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS.6.THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDINGTHE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THECONSTRUCTION.7.ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THECONTRACTOR.8.REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED.9.THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTOEXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS ASNECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS.10.IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATERFROM A TANK TRUCK TO ALL CONSTRUCTION AREAS.UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER,PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUELAND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC.,IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES INLOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS.BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS:1.INSTALL INLET PROTECTION AT EXISTING STORMWATER CULVERTS.2.CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE (1), CONCRETE WASHOUTPIT (1) AND INSTALL SILT FENCE.3.PREPARE TEMPORARY PARKING AND STORAGE AREA.4.CONSTRUCT AND STABILIZE DIVERSIONS AND TEMPORARY SEDIMENT TRAPS.5.PERFORM CLEARING AND GRUBBING OF THE SITE. PERFORM MASS GRADING.ROUGH GRADE TO ESTABLISH PROPOSED DRAINAGE PATTERNS.6.START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES.7.TEMPORARILY SEED WITH PURE LIVE SEED, THROUGHOUT CONSTRUCTION,DISTURBED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE OR ASREQUIRED BY NPDES AND/OR CITY OF EDINA GRADING PERMIT.SEQUENCE OF CONSTRUCTION:ROCK ENTRANCEINLET PROTECTIONSILT FENCELIMITS OF DISTURBANCESAFETY FENCEBIOLOGLEGENDEROSION CONTROL BLANKETNORTHEROSION ANDSEDIMENTCONTROL PLAN -PHASE 1C300IPSFCEINLET PROTECTIONSILT FENCECONCRETE ENTRANCERPRIPRAPKEYNOTE LEGENDBIOLOGEBEROSION CONTROL BLANKETBLSTTEMPORARY SEDIMENT TRAPPHASE I BMP QUANTITIESSILT FENCE±2,000 LFINLET PROTECTION20 EAROCK CONSTRUCTION ENTRANCE2 EABIOLOG290 LF PROPOSED PARKING RAMP40,000 S.F. / LEVEL195 TOTAL PARKING STALLSFFE L1=868.0FFE L2 = 881.0PROPOSEDRESTAURANT8,800 SFFFE = 879.0EXISTING 7 STORY BUILDINGFFE: 877.50EXISTING 6 STORY BUILDINGFFE: 879.506800 FRANCE AVENUE SOUTH6600 FRANCE AVENUE SOUTHPROPOSED MEDICALOFFICE BUILDING35,000 SF / FLOOR (3 TOTAL STORIES)FFE = 881.0IPIPIPIPIPIPIPIPIPSFSFSFSFIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPBLBLIPKH PROJECT NO:DATE:NODESCRIPTIONDATE6700 FRANCE AVE SEDINA, MN 55435NOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETDEVELOPMENTAPPLICATIONSFEBRUARY 9, 2024160570035S:\4600\4614\006-00\04 Work\Shared\E-SizeVert ica l-onFrance-HGASanJose-44931961 .pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAAlexandria-44931957.pngS:\4600\4614\006-00\04 Work \Shared\E-S izeVert ical-onFrance-HGASantaMonica-44931945.pngS:\4600\4614\006-00\04 Work\Shared \E-SizeVe rtical-onFrance-HGASanFranc isco-44931947.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVer tical-onFrance-HGASacramento-44931949.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGARochester-44931951.pngS:\4600\4614\006-00\04 Work\Shared \E-SizeVer tical-onFrance-HGAM inneapolis-44931953.pngS:\4600\4614 \006-00\04 Work\Shared\E-SizeVer tical-onFrance-HGAMilwaukee-44931955.pngKEYPLANMOBPARKINGRAMPRESTAURANTNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED CIVIL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGABoston-44931963.pngMEDICALOFFICEBUILDINGWildamere Capital Management6800 France Ave S #550Edina, MN 55435Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435Kimley-Horn767 N Eustis St #100St Paul, MN 55114EROSION CONTROL PLAN NOTES1.ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TOCONSTRUCTION.2.THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING.3.THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES.4.WITHIN TWO WEEKS (14 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD,OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS.5.ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, STATE,AND WATERSHED DISTRICT PERMITS.6.THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF SILT INFRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION.7.ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR.8.REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED.9.THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVEDAREAS AND SHALL SWEEP ADJACENT STREETS AS NECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS.10.IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALLCONSTRUCTION AREAS.11.CONTRACTOR TO RESTORE INFILTRATION POND AFTER USE AS A TEMPORARY SEDIMENTATION POND.UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAYDOWN, PORTA-POTTY,WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC.,IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCURTHROUGHOUT THE CONSTRUCTION PROCESS.BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS:1.TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR 7 DAYS ORMORE.2.INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, UNDERGROUND SYSTEM, CURBS AND GUTTERS.3.INSTALL APPROPRIATE INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE ISINSTALLED.4.PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE.5.PREPARE SITE FOR PAVING.6.PAVE SITE AND INSTALL STRIPING.7.INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES.8.COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS.9.OBTAIN CONCURRENCE WITH THE CIVIL ENGINEERING CONSULTANT THAT THE SITE HAS BEEN FULLY STABILIZEDTHEN:1.REMOVE ALL REMAINING TEMPORARY EROSION ADN SEDIMENT CONTROL DEVICES2.STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF BMPS.SEQUENCE OF CONSTRUCTION:ROCK ENTRANCEINLET PROTECTIONSILT FENCELIMITS OF DISTURBANCESAFETY FENCEBIOROLLLEGENDEROSION CONTROL BLANKETTEMPORARY TURF ESTABLISHMENT,SEE LANDSCAPE PLANS FOR DETAILNORTHIPSFCEINLET PROTECTIONSILT FENCECONCRETE ENTRANCERPRIPRAPKEYNOTE LEGENDBLBIOROLLEBEROSION CONTROL BLANKETEROSION ANDSEDIMENTCONTROL PLAN -PHASE 2C301PHASE Il BMP QUANTITIESSILT FENCE±2,000 LFINLET PROTECTION29 EABIOLOG±300 LF KH PROJECT NO:DATE:NODESCRIPTIONDATE6700 FRANCE AVE SEDINA, MN 55435NOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETDEVELOPMENTAPPLICATIONSFEBRUARY 9, 2024160570035S:\4600\4614\006-00\04 Work\Shared\E-SizeVert ica l-onFrance-HGASanJose-44931961 .pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAAlexandria-44931957.pngS:\4600\4614\006-00\04 Work \Shared\E-S izeVert ical-onFrance-HGASantaMonica-44931945.pngS:\4600\4614\006-00\04 Work\Shared \E-SizeVe rtical-onFrance-HGASanFranc isco-44931947.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVer tical-onFrance-HGASacramento-44931949.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGARochester-44931951.pngS:\4600\4614\006-00\04 Work\Shared \E-SizeVer tical-onFrance-HGAM inneapolis-44931953.pngS:\4600\4614 \006-00\04 Work\Shared\E-SizeVer tical-onFrance-HGAMilwaukee-44931955.pngKEYPLANMOBPARKINGRAMPRESTAURANTNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED CIVIL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGABoston-44931963.pngMEDICALOFFICEBUILDINGWildamere Capital Management6800 France Ave S #550Edina, MN 55435Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435Kimley-Horn767 N Eustis St #100St Paul, MN 55114SWPPP INFORMATIONSECTION NTSPLAN NTS®™FILTREXX® SEDIMENT CONTROLNTS®™™®™EROSION ANDSEDIMENTCONTROLDETAILSC302FIBER BIOLOG(IMPERVIOUS SURFACES)10'6"-8"2.0'2.0'4.0'4.0'5 POUND SAND BAGDIRECTION OFRUNOFF FLOWNOTES:1.STRAW WATTLE SHALL BE COMPACTED STRAW AND/OR ORGANIC FIBERMATERIAL.2.STRAW OR FIBER SHALL BE WRAPPED IN UV STABILIZED DEGRADABLETUBULAR POLYPROPYLENE PLASTIC NETTING. PROPOSED PARKING RAMP40,000 S.F. / LEVEL195 TOTAL PARKING STALLSFFE L1=868.0FFE L2 = 881.0PROPOSEDRESTAURANT8,800 SFFFE = 879.0EXISTING 7 STORY BUILDINGFFE: 877.50EXISTING 6 STORY BUILDINGFFE: 879.506800 FRANCE AVENUE SOUTH6600 FRANCE AVENUE SOUTHPROPOSED MEDICALOFFICE BUILDING35,000 SF / FLOOR (3 TOTAL STORIES)FFE = 881.0KH PROJECT NO:DATE:NODESCRIPTIONDATE6700 FRANCE AVE SEDINA, MN 55435NOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETDEVELOPMENTAPPLICATIONSFEBRUARY 9, 2024160570035S:\4600\4614\006-00\04 Work\Shared\E-SizeVert ica l-onFrance-HGASanJose-44931961 .pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAAlexandria-44931957.pngS:\4600\4614\006-00\04 Work \Shared\E-S izeVert ical-onFrance-HGASantaMonica-44931945.pngS:\4600\4614\006-00\04 Work\Shared \E-SizeVe rtical-onFrance-HGASanFranc isco-44931947.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVer tical-onFrance-HGASacramento-44931949.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGARochester-44931951.pngS:\4600\4614\006-00\04 Work\Shared \E-SizeVer tical-onFrance-HGAM inneapolis-44931953.pngS:\4600\4614 \006-00\04 Work\Shared\E-SizeVer tical-onFrance-HGAMilwaukee-44931955.pngKEYPLANMOBPARKINGRAMPRESTAURANTNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED CIVIL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGABoston-44931963.pngMEDICALOFFICEBUILDINGWildamere Capital Management6800 France Ave S #550Edina, MN 55435Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435Kimley-Horn767 N Eustis St #100St Paul, MN 55114NORTHOVERALL SITEPLANC400PROPOSED CURB AND GUTTERPROPERTY LINEPROPOSED FENCESETBACK LINERETAINING WALLPROPOSED STANDARD DUTY ASPHALTPROPOSED CONCRETE PAVEMENTPROPOSED STORMWATER MANAGEMENT AREAPROPOSED CONCRETE SIDEWALKLEGENDPROPOSED HEAVY DUTY ASPHALTPROPOSED AGGREGATE TRAILLOT DIVISION LINEPROPOSED STAMPED CONCRETEPROPOSED VEGETATION KEYNOTE LEGENDCONCRETE SIDEWALKCONCRETE PAVEMENTMATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTERACCESSIBLE CURB RAMPACCESSIBLE PARKING SIGNACCESSIBLE PARKINGSTANDARD DUTY ASPHALT PAVEMENTLANDSCAPING - SEE LANDSCAPE PLANS12' X 25' TRASH ENCLOSUREFENCERETAINING WALL - BY STRUCTURALHEAVY DUTY PAVERSB612 CURB AND GUTTERFLUSH CURBB618 CURB AND GUTTERCONCRETE WHEEL STOPFALL PROTECTION FENCEREPAIR CURB AND PAVEMENT - MATCH EXISTING ELEVATIONSRECON RETAINING WALL - BY OTHERSPROPOSED CROSSWALK MARKINGSGUARD RAIL ON TOP OF WALLABCDEFGHIJKLMNOPQRSTUPROPOSED PARKING RAMP40,000 S.F. / LEVEL195 TOTAL PARKING STALLSFFE L1=868.0FFE L2 = 881.0PROPOSEDRESTAURANT8,800 SFFFE = 879.0EXISTING 7 STORY BUILDINGFFE: 877.50EXISTING 6 STORY BUILDINGFFE: 879.506800 FRANCE AVENUE SOUTH6600 FRANCE AVENUE SOUTHPROPOSED MEDICALOFFICE BUILDING35,000 SF / FLOOR (3 TOTAL STORIES)FFE = 881.024.0'60.7'24.0'18.0'18.0'24.0'8.0'8.0'5.0'18.0'9.0'24.0'24.0'20.0'8.0'50' BUILDING SETBACK FROM FRANCE AVENUE FACE OF CURB20' PARKING AND CIRCULATION SETBACK FROM PUBLIC RIGHT-OF-WAY50' PARKING RAMP SETBACK FROM VALLEY VIEW ROAD FACE OF CURB20' PARKING AND CIRCULATION SETBACK FROM PUBLIC RIGHT-OF-WAYCCCAAAABDDEEFFFHHHHHMMMMMCNNNNNNNNTTTBCCO24.0'49 . 0 '110.7'110.7'66.7'PROPOSED LINK BETWEENPROPOSED MEDICAL OFFICEBUILDING AND EXISTING BUILDINGKSK6.0'10.0'99.2'HHHTTHH47.6'KK8.0'TRAFFIC TABLE24.7'N63.5'9.0'5.0'12.0'10.0'R30.0'CAA16.0'18.5'25.0'IIAFFFEEE9.0'18.0'NHHHHRDNDDDDDDDDDDD40.2'64.3'PROPOSED BUILDINGLINK OVER SIDEWALKUU8.0'NN20.0'27.0'67.0'6.0'N6.0'28.2'8"B26.0'40.4'GCCBAC39.2'8.0'CBOOOCCRAAAAGGGGBCONCRETE MEDIANAGGREGATE TRAILMNNNMMMMMHPROPOSED CURB AND GUTTERPROPERTY LINEPROPOSED FENCESETBACK LINERETAINING WALLPROPOSED STANDARD DUTY ASPHALTPROPOSED CONCRETE PAVEMENTPROPOSED STORMWATER MANAGEMENT AREAPROPOSED CONCRETE SIDEWALKLEGENDPROPOSED HEAVY DUTY ASPHALTKH PROJECT NO:DATE:NODESCRIPTIONDATE6700 FRANCE AVE SEDINA, MN 55435NOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETDEVELOPMENTAPPLICATIONSFEBRUARY 9, 2024160570035S:\4600\4614\006-00\04 Work\Shared\E-SizeVert ica l-onFrance-HGASanJose-44931961 .pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAAlexandria-44931957.pngS:\4600\4614\006-00\04 Work \Shared\E-S izeVert ical-onFrance-HGASantaMonica-44931945.pngS:\4600\4614\006-00\04 Work\Shared \E-SizeVe rtical-onFrance-HGASanFranc isco-44931947.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVer tical-onFrance-HGASacramento-44931949.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGARochester-44931951.pngS:\4600\4614\006-00\04 Work\Shared \E-SizeVer tical-onFrance-HGAM inneapolis-44931953.pngS:\4600\4614 \006-00\04 Work\Shared\E-SizeVer tical-onFrance-HGAMilwaukee-44931955.pngKEYPLANMOBPARKINGRAMPRESTAURANTNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED CIVIL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGABoston-44931963.pngMEDICALOFFICEBUILDINGWildamere Capital Management6800 France Ave S #550Edina, MN 55435Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435Kimley-Horn767 N Eustis St #100St Paul, MN 55114NORTHPROPERTY SUMMARYOnFrance Medical Office BuildingTOTAL PROPERTY AREA944,650 SF (21.686 AC)LOT 1 - 6600 FRANCE AREA400,422 SF (9.192 AC)LOT 1 - DISTURBED AREA41,552 SF (0.954 AC)LOT 2 - ONFRANCE MOB AREA212,572 SF (4.880 AC)LOT 2 - DISTURBED AREA176,063 SF (4.042 AC)LOT 3 - RESTAURANT AREA52,741 SF (1.211 AC)LOT 3 - DISTURBED AREA52,424 SF (1.203 AC)LOT 4 - 6800 FRANCE AREA278,915 SF (6.403 AC)LOT 4 - DISTURBED AREA21,016 SF (0.482 AC)RIGHT OF WAY DISTURBED AREA9,630 SF (0.221 AC)TOTAL DISTURBED AREA300,685 SF (6.903 AC)31.83% TOTALPROPERTY AREAPROPOSED IMPERVIOUS AREA(WITHIN OVERALL LIMITS OF DISTURBANCE) 208,979 SF (4.798 AC)PROPOSED PERVIOUS AREA(WITHIN OVERALL LIMITS OF DISTURBANCE)91,706 SF (2.105 AC)ZONING SUMMARYEXISTING ZONINGPUDPROPOSED ZONINGPODPARKING SETBACKSINTERIOR SIDE LOT = 10'RIGHT OF WAY = 20'BUILDING SETBACKSFRANCE AVENUE(FRONT) = 50' FROMCURBELSEWHERE(SIDE/REAR) = 30' FROMCURBPROPOSED AGGREGATE TRAILLOT DIVISION LINESITE PLANC401PROPOSED STAMPED CONCRETEPROPOSED VEGETATION KEYNOTE LEGENDCONCRETE SIDEWALKCONCRETE PAVEMENTMATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTERACCESSIBLE CURB RAMPACCESSIBLE PARKING SIGNACCESSIBLE PARKINGSTANDARD DUTY ASPHALT PAVEMENTLANDSCAPING - SEE LANDSCAPE PLANS12' X 25' TRASH ENCLOSUREFENCERETAINING WALL - BY STRUCTURALHEAVY DUTY PAVERSB612 CURB AND GUTTERFLUSH CURBB618 CURB AND GUTTERCONCRETE WHEEL STOPFALL PROTECTION FENCEREPAIR CURB AND PAVEMENT - MATCH EXISTING ELEVATIONSRECON RETAINING WALL - BY OTHERSPROPOSED CROSSWALK MARKINGSGUARD RAIL ON TOP OF WALLABCDEFGHIJKLMNOPQRSTUFUTURE ROADWAY PEDESTRIAN CROSSING20.0'6.0'ADS12.0'PROPOSED CURB AND GUTTERPROPERTY LINEPROPOSED FENCESETBACK LINERETAINING WALLPROPOSED STANDARD DUTY ASPHALTPROPOSED CONCRETE PAVEMENTPROPOSED STORMWATER MANAGEMENT AREAPROPOSED CONCRETE SIDEWALKLEGENDPROPOSED HEAVY DUTY ASPHALTKH PROJECT NO:DATE:NODESCRIPTIONDATE6700 FRANCE AVE SEDINA, MN 55435NOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETDEVELOPMENTAPPLICATIONSFEBRUARY 9, 2024160570035S:\4600\4614\006-00\04 Work\Shared\E-SizeVert ica l-onFrance-HGASanJose-44931961 .pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAAlexandria-44931957.pngS:\4600\4614\006-00\04 Work \Shared\E-S izeVert ical-onFrance-HGASantaMonica-44931945.pngS:\4600\4614\006-00\04 Work\Shared \E-SizeVe rtical-onFrance-HGASanFranc isco-44931947.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVer tical-onFrance-HGASacramento-44931949.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGARochester-44931951.pngS:\4600\4614\006-00\04 Work\Shared \E-SizeVer tical-onFrance-HGAM inneapolis-44931953.pngS:\4600\4614 \006-00\04 Work\Shared\E-SizeVer tical-onFrance-HGAMilwaukee-44931955.pngKEYPLANMOBPARKINGRAMPRESTAURANTNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED CIVIL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGABoston-44931963.pngMEDICALOFFICEBUILDINGWildamere Capital Management6800 France Ave S #550Edina, MN 55435Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435Kimley-Horn767 N Eustis St #100St Paul, MN 55114PROPOSED AGGREGATE TRAILLOT DIVISION LINESITE PLANC402PROPOSED STAMPED CONCRETEPROPOSED VEGETATIONNORTH KH PROJECT NO:DATE:NODESCRIPTIONDATE6700 FRANCE AVE SEDINA, MN 55435NOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETDEVELOPMENTAPPLICATIONSFEBRUARY 9, 2024160570035S:\4600\4614\006-00\04 Work\Shared\E-SizeVert ica l-onFrance-HGASanJose-44931961 .pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAAlexandria-44931957.pngS:\4600\4614\006-00\04 Work \Shared\E-S izeVert ical-onFrance-HGASantaMonica-44931945.pngS:\4600\4614\006-00\04 Work\Shared \E-SizeVe rtical-onFrance-HGASanFranc isco-44931947.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVer tical-onFrance-HGASacramento-44931949.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGARochester-44931951.pngS:\4600\4614\006-00\04 Work\Shared \E-SizeVer tical-onFrance-HGAM inneapolis-44931953.pngS:\4600\4614 \006-00\04 Work\Shared\E-SizeVer tical-onFrance-HGAMilwaukee-44931955.pngKEYPLANMOBPARKINGRAMPRESTAURANTNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED CIVIL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGABoston-44931963.pngMEDICALOFFICEBUILDINGWildamere Capital Management6800 France Ave S #550Edina, MN 55435Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435Kimley-Horn767 N Eustis St #100St Paul, MN 5511413"6"6"7"8"12"3/8"12"6"8"6"7 1/2"13 1/2"3/8"7"18"3/8"7"12"48"12"12"ASPHALTCONCRETEAPPROVED DENSEGRADED AGGREGATEHOT TAR SEALB612 CURB & GUTTER(OUTFALL)CONCRETE RIBBON CURB(OUTFALL)B612 CURB & GUTTERCONCRETE TO ASPHALTTRANSITION DETAILCONCRETE SIDEWALK PAVEMENTSTANDARD DUTY ASPHALTHEAVY DUTY ASPHALTCONCRETE PAVEMENTFOR CONCRETE MAT TO ASPHALT TRANSITION(ALREADY 6" - 10" THICK CONC.)SITE DETAILSC403PROPOSED 4" CONCRETEWALKWAY (SEE DETAIL)24"14" RADIUS6"FULL DEPTH ASPHALT(SEE DETAIL)4" THICK, APPROVED CLEANCRUSHED STONEAPPROVED COMPACTEDSUBGRADEHOT TAR SEAL9"CONCRETE WALKWAY TOASPHALT TRANSITION DETAILFOR SIDEWALK TO ASPHALT TRANSITION(TYPICALLY 4" THICK CONCRETE)DESIGN HEIGHT SEE GRADING PLAN 8" MIN. LOW PERMEABLE SOIL12" UNIT CRUSHED FILL (3/4"CRUSHED ROCK OR STONE)FULL HIGH END CAP END24M12" THICK BY 36" WIDECOMPACTED CLASS 5AGGREGATE BASENote:WHEN SITE CONDITIONS REQUIRE, WRAPDRAINAGE TILE IN 3/4" AGGREGATE ANDFILTER FABRIC WITH DRAINAGE COMPOSITEOR AGGREGATE BACK DRAIN SYSTEM, ASDIRECTED BY GEOTECHNICAL ENGINEER.FINISHED GRADE1/8"16"RECON GRAVITY RETAINING WALL24M4" PERFORATED PVC DRAIN TILE TO RUN BEHINDWALL. HIGH POINT AT EAST END OF WALL ANDDAYLIGHT LOW POINT AT WEST END OF WALLFINAL RECON WALL DESIGN BY MANUFACTURERTRAFFIC FLOW ARROWACCESSIBLE PARKING DETAILSTRIPING - 4"TRAFFIC WHITEPLAN VIEW OF ADA PARKINGBAAONE SPACE ADJACENT TO ACCESSAISLE TO BE DESIGNATED "VANACCESSIBLE SPACE" ON SIGNAGE.VANNO PARKINGACCESSIBLE PARKING SIGNWITH BOLLARD SEE DETAIL.ACCESSIBLE SIGNS TO BE INACCORDANCE WITH ADA ANDMNDOT STANDARDSB4" TYP.16"15° ACCESSIBLE PARKING SYMBOLDETAIL10"6"1'-7"9"16"22"3'-10"4'-6"10"2"2"NOTE:1.ALL TRAFFIC MARKINGS TO BE THERMOPLASTIC AS PER DIMENSIONS SHOWN.7"6"1'-6"4'-0" 5'-0" (MIN)-5'6" (MAX) 3'-0"3500 P.S.I.GROUND/PAVING P.C. CONCRETESURFACEOF CONCRETESLOPE TOPACCESSIBLEVANIS NOT REQUIRED.POST WHEN PIPE BOLLARDSEE BREAK AWAY TUBEPENALTY SIGN WITH WORDINGLOCAL LAWAS REQUIRED BY STATE OR USE 6" SCH. 40 STEEL PIPE FILLED W/CONCRETE WITH TOP ROUNDED WITHBLACK IDEAL SHIELD ONLY WHENSIGN IS IN PAVED AREA OR SIDEWALK3" MIN.NOTES:1.ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAYADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND ASSPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.2.GALVANIZED SQUARE TUBEPOST TUBES - 2"x2"x3/16" 14gaPOST TUBE SHALL MEET ASTM A1011 GRADE 50.POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90.ANCHOR TUBE - 2-1/4"x2-1/4"x3/16" 14gaHEAVY DUTY ANCHOR TUBE SHALL MEET ASTM A500 GRADE B.STRUCTURAL TUBE AND STEEL SHALL BE HOT DIP GALVANIZED PER ASTM A123.THE UPPER SIGN POST SHALL TELESCOPE INSIDE THE ANCHOR TUBE A MINIMUM OF 12". THEANCHOR TUBE SHALL BE A MINIMUM 48" DEEP WITH 3" MIN. 4" MAX. EXPOSED ABOVE FINISH GRADE.SINGLE POSTSQUARE TUBEGALVANIZEDEDGE OF TRAVEL WAY 4'-0"PRECAST CONCRETE WHEEL STOP5"218" KH PROJECT NO:DATE:NODESCRIPTIONDATE6700 FRANCE AVE SEDINA, MN 55435NOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETDEVELOPMENTAPPLICATIONSFEBRUARY 9, 2024160570035S:\4600\4614\006-00\04 Work\Shared\E-SizeVert ica l-onFrance-HGASanJose-44931961 .pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAAlexandria-44931957.pngS:\4600\4614\006-00\04 Work \Shared\E-S izeVert ical-onFrance-HGASantaMonica-44931945.pngS:\4600\4614\006-00\04 Work\Shared \E-SizeVe rtical-onFrance-HGASanFranc isco-44931947.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVer tical-onFrance-HGASacramento-44931949.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGARochester-44931951.pngS:\4600\4614\006-00\04 Work\Shared \E-SizeVer tical-onFrance-HGAM inneapolis-44931953.pngS:\4600\4614 \006-00\04 Work\Shared\E-SizeVer tical-onFrance-HGAMilwaukee-44931955.pngKEYPLANMOBPARKINGRAMPRESTAURANTNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED CIVIL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGABoston-44931963.pngMEDICALOFFICEBUILDINGWildamere Capital Management6800 France Ave S #550Edina, MN 55435Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435Kimley-Horn767 N Eustis St #100St Paul, MN 55114SITE DETAILSC404 KH PROJECT NO:DATE:NODESCRIPTIONDATE6700 FRANCE AVE SEDINA, MN 55435NOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETDEVELOPMENTAPPLICATIONSFEBRUARY 9, 2024160570035S:\4600\4614\006-00\04 Work\Shared\E-SizeVert ica l-onFrance-HGASanJose-44931961 .pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAAlexandria-44931957.pngS:\4600\4614\006-00\04 Work \Shared\E-S izeVert ical-onFrance-HGASantaMonica-44931945.pngS:\4600\4614\006-00\04 Work\Shared \E-SizeVe rtical-onFrance-HGASanFranc isco-44931947.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVer tical-onFrance-HGASacramento-44931949.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGARochester-44931951.pngS:\4600\4614\006-00\04 Work\Shared \E-SizeVer tical-onFrance-HGAM inneapolis-44931953.pngS:\4600\4614 \006-00\04 Work\Shared\E-SizeVer tical-onFrance-HGAMilwaukee-44931955.pngKEYPLANMOBPARKINGRAMPRESTAURANTNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED CIVIL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGABoston-44931963.pngMEDICALOFFICEBUILDINGWildamere Capital Management6800 France Ave S #550Edina, MN 55435Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435Kimley-Horn767 N Eustis St #100St Paul, MN 55114SITE DETAILSC405 870 8758698718728738748768778788 7 9 875872873874876877878879 8 7 0 87586 9 869 87187287387487 6 877 870869 871 88188288388087988187 0 87 5 86 9 8 7 1 8 7 2 8 7 3 8 7 4 8 7 6 8 7 7878 86 7 86 8 87 1 872870871 872 865 863 867 869870 872 874 876878 880 878 879 87187287487587687086986 9 870868868870 871 872872873874872872875875875879877878876875875876877879 8808808818818828828828728738738778788798808768778788798808818818 8 1 881880869870871871870875876876 877 878 87 9 880 881 882 883 884 885 PROPOSED PARKING RAMP40,000 S.F. / LEVEL195 TOTAL PARKING STALLSFFE L1=868.0FFE L2 = 881.0PROPOSEDRESTAURANT8,800 SFFFE = 879.0EXISTING 7 STORY BUILDINGFFE: 877.50EXISTING 6 STORY BUILDINGFFE: 879.506800 FRANCE AVENUE SOUTH6600 FRANCE AVENUE SOUTHPROPOSED MEDICALOFFICE BUILDING35,000 SF / FLOOR (3 TOTAL STORIES)FFE = 881.0DDDDDD DCODCODD869 872873 877 88086687 0 869 869 870871880881870875880868869871872873874876877878879880880878878879 879 877877 879 880 879877876880879878876874876878 871 8 6 9 8 6 7 8818 7 0 870870878 8798808808738798708 7 5875 880879880870872874876KH PROJECT NO:DATE:NODESCRIPTIONDATE6700 FRANCE AVE SEDINA, MN 55435NOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETDEVELOPMENTAPPLICATIONSFEBRUARY 9, 2024160570035S:\4600\4614\006-00\04 Work\Shared\E-SizeVert ica l-onFrance-HGASanJose-44931961 .pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAAlexandria-44931957.pngS:\4600\4614\006-00\04 Work \Shared\E-S izeVert ical-onFrance-HGASantaMonica-44931945.pngS:\4600\4614\006-00\04 Work\Shared \E-SizeVe rtical-onFrance-HGASanFranc isco-44931947.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVer tical-onFrance-HGASacramento-44931949.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGARochester-44931951.pngS:\4600\4614\006-00\04 Work\Shared \E-SizeVer tical-onFrance-HGAM inneapolis-44931953.pngS:\4600\4614 \006-00\04 Work\Shared\E-SizeVer tical-onFrance-HGAMilwaukee-44931955.pngKEYPLANMOBPARKINGRAMPRESTAURANTNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED CIVIL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGABoston-44931963.pngMEDICALOFFICEBUILDINGWildamere Capital Management6800 France Ave S #550Edina, MN 55435Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435Kimley-Horn767 N Eustis St #100St Paul, MN 55114GRADING PLAN NOTES1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF #####, SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS.2.CONTRACTOR TO CALL GOPHER STATE CALL ONE @ <1-800-252-1166> AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS.3.STORM SEWER PIPE SHALL BE AS FOLLOWS:RCP PER ASTM C-76HDPE: 0" - 10" PER AASHTO M-252HDPE: 12" OR GREATER PER ASTM F-2306PVC SCH. 40 PER ASTM D-3034STORM SEWER FITTINGS SHALL BE AS FOLLOWS:RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443HDPE PER ASTM 3212PVC PER ASTM D-3034, JOINTS PER ASTM D-32124.CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS.5.SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLEDPROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT.6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL.7.CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS.8.GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE.9.ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE.10.REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE LAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION.11.CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE.12.INSTALL A MINIMUM OF <4" CLASS 5> AGGREGATE BASE UNDER CURB AND GUTTER AND CONCRETE SIDEWALKS.13.UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALL STREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF <4" OF TOPSOIL>.14.ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISE NOTED.15.GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPESEXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTORSHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES.16. MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS.17.CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IF LESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER IN LANDSCAPE AREAS.18.ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE AT ELEVATION <XXX.XX> OR LOWER UNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR ROOF DRAIN CONNECTION.19.ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING MANHOLE CONNECTIONS.20.ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT PLUMBING CODE.21.MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN CONCRETE PAVEMENT AREAS.22.CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB" WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM GUTTER.PROPOSED STORM SEWERPROPOSED STORM SEWERPROPERTY LINEEXISTING CONTOURPROPOSED CONTOUR925PROPOSED SPOT ELEVATION100.00LEGENDPROPOSED HIGH POINT ELEVATION HP:0.0PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0G:0.00T:0.00PROPOSED EMERGENCY OVERFLOW T/G:0.0EOF:0.00.0%PROPOSED DRAINAGE DIRECTION 0.00%PROPOSED ADA SLOPE ME:0.0MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING)PROPOSED STORM MANHOLE (ROUND INLET CASTING)PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING)PROPOSED STORM SEWER CLENOUTPROPOSED RIPRAPPROPOSED FLARED END SECTIONCODNORTHOVERALLGRADING ANDDRAINAGE PLANC500 880876876877878879881870 875869869871 872 873 874 876877871881 882 883 880 881 882 878 879 877 877877 878 878 88088 0 878 878 879 879 8818 8 1 8808 7 7876 875874873872871870869868867866865864863872873 87487587 6 87787 8 87 9 870 869 867 86 7 868 869 870 871871 872 873874 875 871 871 87 0 869 876877882 883PROPOSED PARKING RAMP 40,000 S.F. / LEVEL 195 TOTAL PARKING STALLS FFE L1=868.0 FFE L2 = 881.0 PROPOSED RESTAURANT 8,800 SF FFE = 879.0 EXISTING 7 STORY BUILDING FFE: 877.50 EXISTING 6 STORY BUILDING FFE: 879.50 6800 FRANCE AVENUE SOUTH 6600 FRANCE AVENUE SOUTH PROPOSED MEDICAL OFFICE BUILDING 35,000 SF / FLOOR (3 TOTAL STORIES) FFE = 881.0 D DDDDDDDDD D D880 881 882866867868869BMP #1 5,281 CF UNDERGROUND STORMWATER INFILTRATION SYSTEM TOP OF STONE = 874.83 TOP OF PIPE = 873.5 BOTTOM OF PIPE = 869.5 INFILTRATION CAPACITY: 2,393 CF HWL: 874.62 BMP #2 20,016 CF UNDERGROUND STORMWATER INFILTRATION SYSTEM TOP OF STONE = 874.5 TOP OF PIPE = 873.5 BOTTOM OF PIPE = 869.5 INFILTRATION CAPACITY: 11,729 CF HWL: 874.06 BMP #3 10,061 CF UNDERGROUND STORMWATER INFILTRATION STORAGE TOP OF STONE = 865.5 TOP OF PIPE = 864.5 BOTTOM OF PIPE = 860.5 INFILTRATION CAPACITY: 5,387 CF HWL: 867.63 BUILDING ROOF DRAINS TO ROUTE TO STORMWATER INFILTRATION POND BMP #4 17,839 CF ABOVE GROUND STORMWATER INFILTRATION BASIN TOP OF POND = 877.5 BOTTOM OF POND = 873.5 INFILTRATION CAPACITY: 6,035 CF HWL: 877.01 875 880 880 880 874 876 877 878 879 881 882 8 8 0 879 8815.62% 6. 6 2% 870 875 871 872 873 874 876 877 STRM-202 CBMH 48" 2' x 3' RE:879.69 IE:872.89 N IE:872.89 S FES-201 FES 12" RE:879.57 IE:877.50 S STRM-204 CBMH 84" 2' x 3' RE:878.99 IE:873.95 NW IE:874.09 W IE:873.95 S STRM-203 CBMH 48" 2' x 3' RE:879.08 IE:873.41 N IE:873.41 S RD-201 ROOF DRAIN RE:878.82 IE:877.75 N RD-200 ROOF DRAIN RE:878.81 IE:877.74 N STRM-200 STORM MANHOLE WITH 4' SUMP RE:878.62 IE:872.29 E OCS-200 WEIR WALL: 873.00 IE 12"x8" ORIFICE: 872.00 IE RE:877.86 IE:871.00 W STRM-201 CBMH 60" 2' x 3' RE:878.35 IE:872.42 N IE:872.33 S IE:872.42 W STRM-104A STORM MANHOLE RE:877.51 IE:871.50 W YD-300 24" INLET GRATE SURFACE DRAIN RE:878.05 IE:870.07 S OCS-201 WEIR WALL: 876.75 IE 6" ORIFICE: 875.30 IE RE:877.00 IE:874.70 E STRM-104 STORM MANHOLE RE:877.45 IE:871.50 E STRM-301 STMH 60" 2' RE:878.48 IE:869.09 NE IE:871.09 S IE:866.35 W STRM-206 CBMH 48" 2' x 3' RE:877.28 IE:873.51 N STRM-103 STORM MANHOLE WITH 4' SUMP RE:877.23 IE:871.50 SW IE:872.50 NW YD-301 24" INLET GRATE SURFACE DRAIN RE:878.39 IE:869.78 NW STRM-100 CBMH 48" 2' x 3' RE:876.80 IE:872.40 W STRM-101 CBMH 48" 2' x 3' RE:876.68 IE:872.27 E IE:872.27 W STRM-102 CBMH 84" 2' x 3' RE:875.52 IE:871.77 E IE:871.77 NE FES-200 FES 12" RE:875.48 IE:877.50 S STRM-304 STORM MANHOLE RE:869.62 IE:864.68 E IE:864.68 NE IE:864.68 S STRM-302 CBMH 48" 2' RE:869.80 IE:864.92 E IE:864.92 W STRM-303 STORM MANHOLE RE:868.75 IE:864.76 E IE:864.76 N IE:864.76 W TD-300 TRENCH DRAIN RE:867.31 IE:865.13 SW EX-STRM-300 CONNECT TO EXISTING STRM RE:869.63 IE:862.10 E 99 LF - 15" HDPE @ 0.50% 27 LF - 15" HDPE @ 0.50% 158 LF - 15" HDPE @ 0.50% 108 LF - 18" HDPE @ 0.50% 104 LF - 18" HDPE @ 0.50% 95 LF - 24" HDPE @ 0.50% 118 LF - 15" HDPE @ 1.00% 25 LF - 24" HDPE @ 0.50% 96 LF - 24" HDPE @ 1.00% 30 LF - 24" HDPE @ 4.83% 16 LF - 24" HDPE @ 0.10% 83 LF - 24" HDPE @ 0.10% 45 LF - 12" HDPE @ 1.00% 48 LF - 24" HDPE @ 0.50% 25 LF - 8" HDPE @ 2.01% 3 LF - 12" HDPE @ 1.00% 107 LF - 15" HDPE @ 0.57% 62 LF - 15" HDPE @ 0.44% 45 LF - 18" HDPE @ 0.00% 24 LF - 12" HDPE @ 1.00% 25 LF - 12" HDPE @ 1.00% STRM-305 STORM MANHOLE WITH 4' SUMP RE:868.78 IE:864.50 N 18 LF - 36" HDPE @ 1.00% 22 LF - 24" HDPE @ 1.07% RD-300 CONNECTION TO PARKING RAMP STORM WATER DRAINAGE RE:867.18 IE:865.00 S 870866 866867868869871872 876877 878 2.60%4.73%2.89%869 871 ME:878.70 ME:877.50 ME:875.56 ME:875.95 ME:877.79 880 880 870870871871872880879880 878 878 879 881 879 873 875 876 878 SEE SHEET C502 FOR GRADING PLAN ENLARGEMENTS SEE SHEET C502 FOR GRADING PLAN ENLARGEMENTS SEE SHEET C502 FOR GRADING PLAN ENLARGEMENTS STRM-400 CBMH CIRCLE INLET RE:878.36 IE:874.52 S 133 LF - 12" HDPE @ 1.00%879.80 STRM-401 CONNECT TO PARKING RAMP STORM WATER PIPE SEE PLUBMING DRAWINGS IE:873.19 N OCS-300 WEIR WALL: 863.50 IE RE:866.43 IE:862.54 SE IE:862.54 S IE:862.54 W 17 LF - 12" HDPE @ 0.00% YD-305 24" INLET GRATE SURFACE DRAIN RE:865.50 IE:862.54 N 88 LF - 24" HDPE @ 0.50% 880 880879879 STRM-307 STORM MANHOLE RE:869.56 IE:862.78 NW 5,562 CF OF FLOOD STORAGE 133 LF - 24" HDPE @ 0.10% SEE SHEET C502 FOR GRADING PLAN ENLARGEMENTS 1.23%SEE SHEET C502 FOR GRADING PLAN ENLARGEMENTS STRM-205 CBMH 48" 2' x 3' RE:878.23 IE:874.74 SE SEE SHEET C502 FOR GRADING PLAN ENLARGEMENTS 879.69879.70 879.35 879.60 879.21 878.99 878.38 879.46 878.54 ME:865.15 876.82 879.21879.35880.02 880.02879.25877.83877.48877.59878.22 878.20 880.07 879.44 879.45 879.45879.57 879.72 877.73 877.76 877.58 877.56 880.99 880.50 880.86880.55 879.22 879.31 879.45 879.30 878.76 ME:878.51880.57 879.95 879.93 880.16 878.27878.32 878.03 877.73 877.71 878.29 877.95 877.97 877.90 877.83 BW:875.79 TW:875.80 877.78877.77 877.77877.81 877.95 879.87 880.39 880.06879.91 879.93 880.58 878.82 BW:868.50 TW:880.50 BW:??? TW:879.13 TW:880.50 BW:868.00 BW:867.05 TW:877.65 TW:873.73 BW:866.30 ME:865.61 ME:864.80 876.92 876.95 877.03 876.68 877.83 878.00875.64 876.03 877.14 877.26 877.46877.65 877.88 878.45 877.82 868.24 869.23870.00 869.38 869.68 870.09 867.87 868.27 867.76 880.92 880.95 880.69 880.58 880.57 880.70 880.04 879.57 879.72 877.80 877.81 876.25 876.23 876.11 877.07 877.07876.29 877.23 877.90 877.66 878.29 878.43 878.64 879.07 BW:878.28 BW:878.38 TW:878.38 TW:878.28 BW:878.16 TW:878.16 BW:878.16 TW:878.53BW:878.21 TW:878.28 BW:878.42 TW:878.44 BW:879.23 TW:879.23 TW:880.66 BW:880.66 TW:880.73 BW:880.74 881.00 879.92 879.07 880.20880.70 880.63 880.19880.29 879.78 880.50 877.83 878.43 878.43 878.99 878.35 878.28 877.89 878.01 880.70 879.15 878.89 868.19 877.86 878.10 868.00 879.11 877.50 877.50877.50 869.90 869.88 868.00 868.94 869.81 TW:878.64 BW:878.72 865.49 TW:879.37 BW:879.37 BW:869.88 TW:879.43 879.16 880.41 880.19 880.07 879.98 879.98 880.07 880.43 880.47 878.94 878.86 878.66 0.30% 66 LF - 12" HDPE @ 2.28% RD-100 IE:874.00 SE STRM-306 DETENTION SYSTEM RISER WITH CATCH BASIN TOP RE:868.79 ME:878.16 ME:877.20 ME:877.28 ME:877.35 ME:877.39 BW:872.28 TW:875.70 BW:872.28 TW:875.70 BW:872.30 TW:872.30 STRM-300 STMH 72" 2' RE:879.86 IE:869.38 E IE:869.27 SE IE:869.38 SW 29 LF - 24" HDPE @ 1.00%878.50 YD-302 24" INLET GRATE SURFACE DRAIN RE:877.82 IE:871.42 N 33 LF - 12" HDPE @ 1.00% 878.50 879.15 867.87 ME:870.90 ME:871.00 ME:869.92 ME:869.68 ME:868.85 ME:868.74870 869869869.00 YD-303 24" INLET GRATE SURFACE DRAIN RE:867.75 IE:864.96 S YD-304 24" INLET GRATE SURFACE DRAIN RE:867.72 IE:865.12 S 879.81 879.96 879.76 880.01 880 PROPOSED RESTAURANT 8,800 SF FFE = 879.0 878.10 878.50876877878879 878 8778778771.85%2.34%2.47%1.2 0 %87087087 0 8 7 0 870.00 873.23 866.94 867.04 866.28 ME:864.17 864.31 864.81 8 65 2.07% 879.67880 879.89 879.93 879.72 879.12 879.04 879.16 1.38%1.25%1.50%880.46 879.86 879.42 879.61 878.31 878.09 879.13 ME:879.63 3.5 4 %1.00%1.02%1.28%1.31%2.56%1.57%1.65%1.42%2.20% 2.64% 0.70% 0.97% 0.93%3.01%2. 6 5 % 881 KH PROJECT NO: DATE: NO DESCRIPTION DATE 6700 FRANCE AVE S EDINA, MN 55435 NOT F O R CONST R U CTI O N COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. ISSUANCE HISTORY - THIS SHEET DEVELOPMENT APPLICATIONS FEBRUARY 9, 2024 160570035 S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASanJose-44931961.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAAlexandria-44931957.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASantaMonica-44931945.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASanFrancisco-44931947.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASacramento-44931949.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGARochester-44931951.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAMinneapolis-44931953.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAMilwaukee-44931955.png KEYPLAN MOB PARKING RAMP RESTAURANT NAME: DATE: REGISTRATION NUMBER: I HEREBY CERTIFY THAT THIS PLAN, THE LAWS OF THE STATE OF MINNESOTA I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN, NAME: DATE: REGISTRATION NUMBER: NAME: DATE: REGISTRATION NUMBER: NAME: DATE: REGISTRATION NUMBER: NAME: DATE: REGISTRATION NUMBER: NAME: DATE: REGISTRATION NUMBER: NAME: DATE: REGISTRATION NUMBER: NAME: DATE: REGISTRATION NUMBER: 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 CERTIFIED CIVIL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA NAME: DATE: REGISTRATION NUMBER: S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGABoston-44931963.png MEDICAL OFFICE BUILDING Wildamere Capital Management 6800 France Ave S #550 Edina, MN 55435 Olympus Ventures LLC 6600 France Ave S #550 Edina, MN 55435 Kimley-Horn 767 N Eustis St #100 St Paul, MN 55114 GRADING PLAN NOTES 1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF EDINA, SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 2.CONTRACTOR TO CALL GOPHER STATE CALL ONE @ <1-800-252-1166> AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS. 3.STORM SEWER PIPE SHALL BE AS FOLLOWS: RCP PER ASTM C-76 HDPE: 0" - 10" PER AASHTO M-252 HDPE: 12" OR GREATER PER ASTM F-2306 PVC SCH. 40 PER ASTM D-3034 STORM SEWER FITTINGS SHALL BE AS FOLLOWS: RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE PER ASTM 3212 PVC PER ASTM D-3034, JOINTS PER ASTM D-3212 4.CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. 5.SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 7.CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. 8.GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE. 9.ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 10.REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE LAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION. 11.CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE. 12.INSTALL A MINIMUM OF <4" CLASS 5> AGGREGATE BASE UNDER CURB AND GUTTER AND CONCRETE SIDEWALKS. 13.UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALL STREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF <4" OF TOPSOIL>. 14.ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISE NOTED. 15.GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. PROPOSED STORM SEWER PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED HIGH POINT ELEVATION HP:0.0 PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0 G:0.00 T:0.00 PROPOSED EMERGENCY OVERFLOW T/G:0.0 EOF:0.0 PROPOSED DRAINAGE DIRECTION 0.0% 0.00%PROPOSED ADA SLOPE ME:0.0 MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D 16. MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS. 17.CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IF LESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER IN LANDSCAPE AREAS. 18.ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE AT ELEVATION <XXX.XX> OR LOWER UNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR ROOF DRAIN CONNECTION. 19.ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING MANHOLE CONNECTIONS. 20.ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT PLUMBING CODE. 21.MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN CONCRETE PAVEMENT AREAS. 22.CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB" WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM GUTTER. GRADING PLAN NOTES NORTHGRADING AND DRAINAGE PLAN C501 879.51879.51879.51879.51879.510.02%0.02%0.04%0.00%0.04%1.12%1.20%1.22%1.15%1.25%1.26%1.29%1.29%1.20%879.51879.511.25%1.27%8801.46%881879.84879.78879.73879.68879.64879.610.31%0.44%0.53%0.58%0.65%0.78%1.16%1.22%1.26%1.28%1.25%1.17%1.05%1.15%1.18%1.16%1.12%1.04%878879 877877.63877.62877.61877.60877.60877.59877.59877.58877.58877.560.11%0.10%0.09%0.08%0.07%0.05%0.04%0.03%0.25%1.44%1.18%1.32%1.17%1.31%1.16%1.30%1.14%1.28%1.11%1.25%1.08%1.22%1.05%1.18%1.01%1.13%0.96%1.08%0.94%2.20%878.99878.95878.93878.99879.02879.0514.64%13.68%4.22%12.25%11.03%9.86%3 .3 2% 0 . 31%3.8 9%3. 7 9% 0 . 4 3%879.51879.54879.56879.19879.59879.61877.560.12%4.71%2.38%4.76%2.61%1.31%0.55%4.46%3 . 6 7%4.39%0.94%0.6 9% 2.89% 1.04%4.90%875.62875.67875.61875.97876.11875.99877.01877.020.50%0.50%876.23876.29876.25875.88875.88876.08D877.633.09%1.32%4.52%1.73%1.58%0.10%1.41%4.40%1.04%0.05%0.31%1.22%877.90877.80877.81877.23877.26877.66877.72877.67877.59877.66877.66878.29878.30877.74877.74877.32877.330.10%1.00%0.14%1.26%2.20%KH PROJECT NO:DATE:NODESCRIPTIONDATE6700 FRANCE AVE SEDINA, MN 55435NO T FO R CO N S T R U C T IO NCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETDEVELOPMENTAPPLICATIONSFEBRUARY 9, 2024160570035S:\4600\4614\006-00\04 Work\Shared\E-SizeVert ica l-onFrance-HGASanJose-44931961 .pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAAlexandria-44931957.pngS:\4600\4614\006-00\04 Work \Shared\E-S izeVert ical-onFrance-HGASantaMonica-44931945.pngS:\4600\4614\006-00\04 Work\Shared \E-SizeVe rtical-onFrance-HGASanFranc isco-44931947.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVer tical-onFrance-HGASacramento-44931949.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGARochester-44931951.pngS:\4600\4614\006-00\04 Work\Shared \E-SizeVer tical-onFrance-HGAM inneapolis-44931953.pngS:\4600\4614 \006-00\04 Work\Shared\E-SizeVer tical-onFrance-HGAMilwaukee-44931955.pngKEYPLANMOBPARKINGRAMPRESTAURANTNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED CIVIL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGABoston-44931963.pngMEDICALOFFICEBUILDINGWildamere Capital Management6800 France Ave S #550Edina, MN 55435Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435Kimley-Horn767 N Eustis St #100St Paul, MN 55114ADA STALL DETAIL1" = 10'ADA STALL DETAIL1" = 10'ADA STALL DETAIL1" = 10'GRADING ADADETAILSC502NORTHPROPOSED STORM SEWERPROPOSED STORM SEWERPROPERTY LINEEXISTING CONTOURPROPOSED CONTOUR925PROPOSED SPOT ELEVATION100.00LEGENDPROPOSED HIGH POINT ELEVATION HP:0.0PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0G:0.00T:0.00PROPOSED EMERGENCY OVERFLOW T/G:0.0EOF:0.0PROPOSED DRAINAGE DIRECTION 0.0%0.00%PROPOSED ADA SLOPE ME:0.0MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING)PROPOSED STORM MANHOLE (ROUND INLET CASTING)PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING)PROPOSED STORM SEWER CLENOUTPROPOSED RIPRAPPROPOSED FLARED END SECTIONCODADA RAMP DETAIL1" = 10'ADA RAMP DETAIL1" = 10'ADA RAMP DETAIL1" = 10' PROPOSED PARKING RAMP40,000 S.F. / LEVEL195 TOTAL PARKING STALLSFFE L1=868.0FFE L2 = 881.0PROPOSEDRESTAURANT8,800 SFFFE = 879.0EXISTING 7 STORY BUILDINGFFE: 877.50EXISTING 6 STORY BUILDINGFFE: 879.506800 FRANCE AVENUE SOUTH6600 FRANCE AVENUE SOUTHPROPOSED MEDICALOFFICE BUILDING35,000 SF / FLOOR (3 TOTAL STORIES)FFE = 881.0Ø4 0 0 . 0 'FIRE HYDRANTCOVERAGE AREA(TYP.)KH PROJECT NO:DATE:NODESCRIPTIONDATE6700 FRANCE AVE SEDINA, MN 55435NO T FO R CO N S T R U C T IO NCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETDEVELOPMENTAPPLICATIONSFEBRUARY 9, 2024160570035S:\4600\4614\006-00\04 Work\Shared\E-SizeVert ica l-onFrance-HGASanJose-44931961 .pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAAlexandria-44931957.pngS:\4600\4614\006-00\04 Work \Shared\E-S izeVert ical-onFrance-HGASantaMonica-44931945.pngS:\4600\4614\006-00\04 Work\Shared \E-SizeVe rtical-onFrance-HGASanFranc isco-44931947.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVer tical-onFrance-HGASacramento-44931949.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGARochester-44931951.pngS:\4600\4614\006-00\04 Work\Shared \E-SizeVer tical-onFrance-HGAM inneapolis-44931953.pngS:\4600\4614 \006-00\04 Work\Shared\E-SizeVer tical-onFrance-HGAMilwaukee-44931955.pngKEYPLANMOBPARKINGRAMPRESTAURANTNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED CIVIL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGABoston-44931963.pngMEDICALOFFICEBUILDINGWildamere Capital Management6800 France Ave S #550Edina, MN 55435Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435Kimley-Horn767 N Eustis St #100St Paul, MN 55114UTILITY PLAN NOTES1.ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES.2.SANITARY SEWER PIPE SHALL BE AS FOLLOWS:8" PVC SDR35 PER ASTM D-3034, FOR PIPES LESS THAN 12' DEEP 8" PVC SDR26 PER ASTM D-3034, FOR PIPES MORE THAN 12' DEEP6" PVC SCHEDULE 40 PER ASTM D-3034DUCTILE IRON PIPE PER AWWA C1503.WATER LINES SHALL BE AS FOLLOWS:6" AND LARGER, PVC C-900 PER ASTM D 2241CLASS 200 UNDER COUNTY ROADS, OTHERWISE CLASS 1504" AND LARGER DUCTILE IRON PIPE PER AWWA C150SMALLER THAN 3" PIPING SHALL BE COPPER TUBE TYPE "K" PERANSI 816.22 OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241.4.MINIMUM TRENCH WIDTH SHALL BE 2 FEET.5.ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECT DOCUMENTS.6.ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE).7.CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-5" COVER ON ALL WATERLINES.8.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES, OR ANY OBSTRUCTION (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE SCH. 40 OR C900 WITH MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVEMECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18" VERTICAL SEPARATION. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50).9.LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING.10.TOPS OF MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS, IN GREEN AREAS, WITH WATERTIGHT LIDS.11.ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I.12.EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES.13.REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES.14.CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE CITY OF EDINA AND/OR STATE OF MN WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES.15.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THECONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.16.CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES.17.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS.18.CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN.19.BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) AND METERS ARE LOCATED IN THE INTERIOR OF THE BUILDING. REF. ARCH / MEP PLANS.20.ALL ONSITE WATERMAINS AND SANITARY SEWERS SHALL BE PRIVATELY OWNED AND MAINTAINED.21.ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITH REACTION BLOCKING.NORTHOVERALL UTILITYPLANC600SANITARY SEWER MANHOLESTORM SEWERSANITARY SEWERWATERMAINGATE VALVEHYDRANTTEEREDUCERUNDERGROUND ELECTRICTELEPHONEGAS MAINSTORM SEWERLEGENDCOSANITARY CLEANOUTCOEXISTINGPROPOSED PROPOSED PARKING RAMP40,000 S.F. / LEVEL195 TOTAL PARKING STALLSFFE L1=868.0FFE L2 = 881.0PROPOSEDRESTAURANT8,800 SFFFE = 879.0EXISTING 7 STORY BUILDINGFFE: 877.50EXISTING 6 STORY BUILDINGFFE: 879.506800 FRANCE AVENUE SOUTH6600 FRANCE AVENUE SOUTHPROPOSED MEDICALOFFICE BUILDING35,000 SF / FLOOR (3 TOTAL STORIES)FFE = 881.0STUB 1IE:865.72 SSAN MH 100RE:909.65IE:865.41 NIE:865.41 SIE:865.41 WSAN MH 101RE:867.38IE:861.80 EIE:861.80 SIE:861.80 WSAN MH 102RE:866.64IE:862.61 NIE:861.09 EIE:861.09 WSAN MH 103RE:867.80IE:859.96 EIE:859.96 SWSAN MH EX. 1RE:869.09IE:858.67 NEIE:849.50 NIE:849.50 SSTUB 3IE:862.18 NSTUB 4IE:862.71 SSTUB 2IE:865.70 N31 LF - 6" PVC@ 1.00%141 LF - 10" PVC@ 2.57%71 LF - 10" PVC@ 1.00%129 LF - 10" PVC@ 1.00%30 LF - 6" PVC@ 1.00%31 LF - 8" PVC@ 1.25%113 LF - 10" PVC@ 1.00%10 LF - 6" PVC@ 1.00%CONNECT TO BOTTOMLEVEL OF PARKINGGARAGECONNECT TO EXISTINGBUILDING SERVICEPROPOSED 10"DIP WATER MAINCONNECT PROPOSEDWATER MAIN TOEXISTING WATER MAINPROPOSED 6" SANITARYSEWER PIPECONNECT PROPOSEDSANITARY SEWER TO EXISTINGSANITARY MANHOLERELOCATE ELECTRICALTRANSFORMER (T-3),REFERENCEELECTRICAL PLANSPROPOSED ELECTRICAL SERVICEPROPOSED 10" DIPWATER MAIN3" GAS SERVICE LINE10" WATER SERVICE LINE.CONNECT TO EXISTING BUILDING SERVICEPROPOSED 10"DIP WATER MAINPROPOSEDTELECOMMUNICATIONSSERVICEPROPOSED 10" DIWATER MAINCONNECT PROPOSEDWATER MAIN TOEXISTING WATER MAINPROPOSED 10"DIP WATER MAINTELECOMELEC.GASELEC.GASFIRE DEPARTMENT CONNECTIONPROPOSED BUILDING TRANSFORMERT-6, SEE ELECTRICAL PLANSEXISTING TRANSFORMERT-5EXISTING GAS METERBOTTOM OF STORM SEWER PIPE = 862.16TOP OF SANITARY SEWER PIPE = 860.29CLEARANCE = 1.87'BOTTOM OF STORM SEWER PIPE = 869.64TOP OF SANITARY SEWER PIPE = 866.04CLEARANCE = 3.59'BOTTOM OF STORM SEWER PIPE = 870.74TOP OF SANITARY SEWER PIPE = 865.93CLEARANCE = 4.81'BOTTOM OF STORM SEWER PIPE = 864.02TOP OF SANITARY SEWER PIPE = 862.46CLEARANCE = 1.56'BOTTOM OF STORM SEWER PIPE = 863.90TOP OF SANITARY SEWER PIPE = 860.63CLEARANCE = 3.26'EXISTING TRANSFORMERT-1ELEC.ELEC.ABCEEAFGIJFGIJHHHHHHHKLKLDDJMNOOORRRRPPQRSSSSTDHPRRPCKH PROJECT NO:DATE:NODESCRIPTIONDATE6700 FRANCE AVE SEDINA, MN 55435NO T FO R CO N S T R U C T IO NCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETDEVELOPMENTAPPLICATIONSFEBRUARY 9, 2024160570035S:\4600\4614\006-00\04 Work\Shared\E-SizeVert ica l-onFrance-HGASanJose-44931961 .pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAAlexandria-44931957.pngS:\4600\4614\006-00\04 Work \Shared\E-S izeVert ical-onFrance-HGASantaMonica-44931945.pngS:\4600\4614\006-00\04 Work\Shared \E-SizeVe rtical-onFrance-HGASanFranc isco-44931947.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVer tical-onFrance-HGASacramento-44931949.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGARochester-44931951.pngS:\4600\4614\006-00\04 Work\Shared \E-SizeVer tical-onFrance-HGAM inneapolis-44931953.pngS:\4600\4614 \006-00\04 Work\Shared\E-SizeVer tical-onFrance-HGAMilwaukee-44931955.pngKEYPLANMOBPARKINGRAMPRESTAURANTNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED CIVIL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGABoston-44931963.pngMEDICALOFFICEBUILDINGWildamere Capital Management6800 France Ave S #550Edina, MN 55435Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435Kimley-Horn767 N Eustis St #100St Paul, MN 55114UTILITY PLAN NOTES1.ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES.2.SANITARY SEWER PIPE SHALL BE AS FOLLOWS:8" PVC SDR35 PER ASTM D-3034, FOR PIPES LESS THAN 12' DEEP 8" PVC SDR26 PER ASTM D-3034, FOR PIPES MORE THAN 12' DEEP 6" PVC SRD26 PER ASTM D-3034, FOR SANITARY SERVICES6" PVC SCHEDULE 40 PER ASTM D-3034DUCTILE IRON PIPE PER AWWA C1503.WATER LINES SHALL BE AS FOLLOWS:6" AND LARGER, PVC C-900 PER ASTM D 2241CLASS 200 UNDER COUNTY ROADS, OTHERWISE CLASS 1504" AND LARGER DUCTILE IRON PIPE PER AWWA C150SMALLER THAN 3" PIPING SHALL BE COPPER TUBE TYPE "K" PERANSI 816.22 OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241.4.MINIMUM TRENCH WIDTH SHALL BE 2 FEET.5.ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST BLOCKING, WITHSTAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECTDOCUMENTS.6.ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE(OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE).7.CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-5" COVER ON ALL WATERLINES. WATER MAIN SHALLMAINTAIN A MINIMUM OF 2' VERTICAL CLEARANCE AT UTILITY CROSSINGS.8.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GASLINES, OR ANY OBSTRUCTION (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE SCH. 40 OR C900WITH MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THEWATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDEA MINIMUM OF 18" VERTICAL SEPARATION. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWAC-151) (CLASS 50).9.LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING.10.TOPS OF MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENTELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS, IN GREEN AREAS, WITHWATERTIGHT LIDS.11.ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000P.S.I.12.EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES.13.REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES.14.CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE CITY OF EDINA AND/ORSTATE OF MN WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES.15.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTINGUTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, ANDWHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON ASBEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES ATLEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALLBE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICTWITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.16.CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BYCODES AND/OR UTILITY SERVICE COMPANIES.17.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS ANDSPECIFICATIONS.18.CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN.19.BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) AND METERS ARE LOCATED IN THE INTERIOR OF THEBUILDING. REF. ARCH / MEP PLANS.20.ALL ONSITE WATERMAINS AND SANITARY SEWERS SHALL BE PRIVATELY OWNED AND MAINTAINED.21.ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITH REACTION BLOCKING.SANITARY SEWER MANHOLESTORM SEWERSANITARY SEWERWATERMAINGATE VALVEHYDRANTTEEREDUCERUNDERGROUND ELECTRICTELEPHONEGAS MAINSTORM SEWERLEGENDCOSANITARY CLEANOUTCOEXISTINGPROPOSEDNORTHKEYNOTE LEGENDWETTAP EXISTING 12" WATERMAIN WITH NEW 12"x10" TEE AND 10" GATE VALVE.COORDINATE ALL WORK WITH CITY OF EDINA AND HENNEPIN COUNTY. TRAFFICCONTROL PLAN MUST BE PROVIDED FOR WORK WITHIN FRANCE AVE.CONNECT TO EXISTING WATERMAIN WITH 10" GATE VALVEINSTALL HYDRANT AND GATE VALVE. REFER TO CITY DETAILINSTALL 10" GATE VALVE. FOLLOW ALL CITY OF STANDARDS ANDSPECIFICATIONSINSTALL 10" TEE. FOLLOW ALL CITY OF EDINA STANDARDS AND SPECIFICATIONSINSTALL 10"x4" TEE. FOLLOW ALL CITY OF EDINA STANDARDS ANDSPECIFICATIONSINSTALL 10"x8" TEE. FOLLOW ALL CITY OF EDINA STANDARDS ANDSPECIFICATIONSINSTALL WATERMAIN BEND WITH THRUST BLOCKING. FOLLOW ALL CITY OFEDINA STANDARDS AND SPECIFICATIONSSTUB 4" FIRE PROTECTION LINE 5' FROM BUILDING EDGESTUB 8" DOMESTIC WATER LINE 5' FROM BUILDING EDGEINSTALL 8" TEE. FOLLOW ALL CITY OF EDINA STANDARDS AND SPECIFICATIONSINSTALL 8" GATE VALVE. FOLLOW ALL CITY OF EDINA STANDARDS ANDSPECIFICATIONSINSTALL 8"X6" REDUCER. FOLLOW ALL CITY OF EDINA STANDARDS ANDSPECIFICATIONSCONNECT TO EXISTING GATE VALVE AND HYDRANT. FOLLOW ALL CITY OF EDINASTANDARDS AND SPECIFICATIONS.3" GAS SERVICE LINEELECTRIC SERVICE LINETELECOMMUNICATIONS LINECONNECT TO EXISTING UTILITY. CONTRACTOR TO COORDINATE CONNECTIONWITH UTILITY PROVIDER.INSTALL 6" SANITARY SEWER STUB WITHIN 5' OF PROPOSED BUILDINGCORE DRILL INTO EXISTING MANHOLE FOR PROPOSED PIPE CONNECTION.INSTALL RUBBER BOOT SEAL AROUND OPENING. FOLLOW ALL CITY OF EDINASTANDARDS AND SPECIFICATIONS.ABCDEFGHIJKLMNOPQRSTUTILITY PLANC601 KH PROJECT NO:DATE:NODESCRIPTIONDATE6700 FRANCE AVE SEDINA, MN 55435NOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETDEVELOPMENTAPPLICATIONSFEBRUARY 9, 2024160570035S:\4600\4614\006-00\04 Work\Shared\E-SizeVert ica l-onFrance-HGASanJose-44931961 .pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAAlexandria-44931957.pngS:\4600\4614\006-00\04 Work \Shared\E-S izeVert ical-onFrance-HGASantaMonica-44931945.pngS:\4600\4614\006-00\04 Work\Shared \E-SizeVe rtical-onFrance-HGASanFranc isco-44931947.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVer tical-onFrance-HGASacramento-44931949.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGARochester-44931951.pngS:\4600\4614\006-00\04 Work\Shared \E-SizeVer tical-onFrance-HGAM inneapolis-44931953.pngS:\4600\4614 \006-00\04 Work\Shared\E-SizeVer tical-onFrance-HGAMilwaukee-44931955.pngKEYPLANMOBPARKINGRAMPRESTAURANTNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED CIVIL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGABoston-44931963.pngMEDICALOFFICEBUILDINGWildamere Capital Management6800 France Ave S #550Edina, MN 55435Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435Kimley-Horn767 N Eustis St #100St Paul, MN 55114UTILITY DETAILSC602 KH PROJECT NO:DATE:NODESCRIPTIONDATE6700 FRANCE AVE SEDINA, MN 55435NOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETDEVELOPMENTAPPLICATIONSFEBRUARY 9, 2024160570035S:\4600\4614\006-00\04 Work\Shared\E-SizeVert ica l-onFrance-HGASanJose-44931961 .pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAAlexandria-44931957.pngS:\4600\4614\006-00\04 Work \Shared\E-S izeVert ical-onFrance-HGASantaMonica-44931945.pngS:\4600\4614\006-00\04 Work\Shared \E-SizeVe rtical-onFrance-HGASanFranc isco-44931947.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVer tical-onFrance-HGASacramento-44931949.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGARochester-44931951.pngS:\4600\4614\006-00\04 Work\Shared \E-SizeVer tical-onFrance-HGAM inneapolis-44931953.pngS:\4600\4614 \006-00\04 Work\Shared\E-SizeVer tical-onFrance-HGAMilwaukee-44931955.pngKEYPLANMOBPARKINGRAMPRESTAURANTNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED CIVIL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGABoston-44931963.pngMEDICALOFFICEBUILDINGWildamere Capital Management6800 France Ave S #550Edina, MN 55435Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435Kimley-Horn767 N Eustis St #100St Paul, MN 55114UTILITY DETAILSC603 KH PROJECT NO:DATE:NODESCRIPTIONDATE6700 FRANCE AVE SEDINA, MN 55435NOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETDEVELOPMENTAPPLICATIONSFEBRUARY 9, 2024160570035S:\4600\4614\006-00\04 Work\Shared\E-SizeVert ica l-onFrance-HGASanJose-44931961 .pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAAlexandria-44931957.pngS:\4600\4614\006-00\04 Work \Shared\E-S izeVert ical-onFrance-HGASantaMonica-44931945.pngS:\4600\4614\006-00\04 Work\Shared \E-SizeVe rtical-onFrance-HGASanFranc isco-44931947.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVer tical-onFrance-HGASacramento-44931949.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGARochester-44931951.pngS:\4600\4614\006-00\04 Work\Shared \E-SizeVer tical-onFrance-HGAM inneapolis-44931953.pngS:\4600\4614 \006-00\04 Work\Shared\E-SizeVer tical-onFrance-HGAMilwaukee-44931955.pngKEYPLANMOBPARKINGRAMPRESTAURANTNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED CIVIL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGABoston-44931963.pngMEDICALOFFICEBUILDINGWildamere Capital Management6800 France Ave S #550Edina, MN 55435Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435Kimley-Horn767 N Eustis St #100St Paul, MN 55114UTILITY DETAILSC604STORMWATER MANAGEMENT NOTES1.CONTRACTOR TO PROVIDE (2) DOUBLE RING INFILTROMETER TESTS WITHIN THE UNDERGROUND/ SURFACESYSTEM EXCAVATION PRIOR TO INSTALLATION OF THE UNDERGROUND/ SURFACE SYSTEM. THE CONTRACTORSHALL PROVIDE THE RESULTS TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION OF THEUNDERGROUND/ SURFACE SYSTEM.2.CONTRACTOR SHALL OVER-EXCAVATE ALL FILL AS NECESSARY TO NATIVE POORLY GRADED SANDY SOILS.EXCAVATION SHALL BE REPLACED WITH SUITABLE ENGINEERED FILL MEETING THE MNDOT SPECIFICATION FORCOARSE FILTER AGGREGATE PER SECTION 3149.2H. DEPTHS OF FILL/URBAN FILL EXPECTED TO VARY,CONTRACTOR SHALL VERIFY DEPTHS OF EXCAVATION AND PERFORM INFILTROMETER TESTS PRIOR TOINSTALLING UNDERGROUND/ SURFACE SYSTEM.3.IF NATIVE SUBGRADE SOILS BELOW FILL ARE DETERMINED TO NOT BE CONDUCIVE TO THE DESIGNINFILTRATION REQUIREMENTS, THE CONTRACTOR SHALL REMOVE AND REPLACE THE POORLY INFILTRATINGSOILS TO A DEPTH WHERE THE EXISTING NATIVE SUBGRADE SOILS MEET OR EXCEED THE DESIGNINFILTRATION RATE AS REVIEWED BY THE ENGINEER.4.UPON COMPLETION OF THE STORMWATER BMP AND FINAL STABILIATION OF THE TRIBUTARY DRAINAGE AREA,THE CONTRACTOR SHALL PROVIDE DOCUMENTATION THE BMP AFTER A SIGNIFICAT RAIN EVENT THAT SHOWSTHE BMPS DRAWS DOWN WITHIN 48 HOURS.5.FINAL EXCAVATION OF UNDERGROUND/ SURFACE INFILTRATION SYSTEM AREA AND INSTALLATION OF OFENGINEERED SOIL MUST OCCUR IN DRY SOIL CONDITIONS TO PREVENT SMEARING AND COMPACTION. DO NOTWORK IN INFILTRATION SYSTEM AREA IF SOIL CONDITIONS ARE WET.6.IMMEDIATELY FOLLOWING SYSTEM CONSTRUCTION, THE EXCAVATION FOR THE TRENCH SHALL BEIMMEDIATELY BACKFILLED WITH APPROVED BACKFILL MATERIAL PER MANUFACTURER'S RECOMMENDATION,OR THE EXCAVATION SHALL BE PROTECTED WITH SILT FENCE AND OR BIO-ROLLS SUCH THAT ON-SITE SOILS DONOT ENTER THE TRENCH EXCAVATION AND CLOG UP THE BOTTOM/SIDES OF THE TRENCH LIMITING THEINFILTRATION CAPACITY OF THE UNDERGROUND/ SURFACE SYSTEM.7.IF ANY SOILS ENTER THE TRENCH PRIOR TO BACKFILLING, THE CONTRACTOR SHALL REMOVE SOILS ANDCONFIRM THE INFILTRATION CAPACITY OF THE NATIVE SUBGRADE SOILS IS MET WITH INFILTROMETER TESTS.8.CONTRACTOR SHALL COORDINATE AND COMPLETE CERTIFIED AS-BUILT PLANS DEMONSTRATING ALLCONSTRUCTED STORMWATER CONVEYANCE STRUCTURES, AND STORMWATER MANAGEMENT FACILITIES(INCLUDING AS-BUILT VOLUMES) CONFORM TO DESIGN AND/OR PLANS AS APPROVED BY THE CITY.9.STORMWATER MANAGEMENT AREAS TO BE KEPT OFF-LINE UNTIL DISTURBED AREAS ARE RESTORED. IF NOTPOSSIBLE, SYSTEMS MUST BE CLEANED OUT PRIOR TO CERTIFICATE OF OCCUPANCY.10.STOCKPILING OF MATERIAL SHALL NOT BE ALLOWED IN PROPOSED BMP'S.11.NO CONSTRUCTION EQUIPMENT SHALL BE ALLOWED IN THE BMP FOOTPRINTS BEFORE OR AFTERCONSTRUCTION. ONLY SPECIFIED EQUIPMENT WILL BE ALLOWED INSIDE FOR THE SOLE PURPOSE OFCONSTRUCTION OF THE SURFACE BASIN.12.ALL INFILTRATION AREAS SHALL BE PROTECTED DURING CONSTRUCTION OPERATIONS.13.GRADING OF THE SURFACE INFILTRATION BASINS SHALL BE ACCOMPLISHED USING LOW-IMPACT,EARTH-MOVING EQUIPMENT TO PREVENT COMPACTION OF THE UNDERLYING SOILS. A BACKHOE WITHTOOTHED BUCKET SHALL BE USED FOR EXCAVATION OF FILTRATION BASINS TO PREVENT COMPACTION ORSMEARING OF SOILS. THE CONTRACTOR SHALL SCARIFY THE UNDERLYING SOIL TO MINIMUM 18" DEPTH TOREMOVE COMPACTION. THE FIRST LIFT OF ENGINEERED SOIL SHALL BE MIXED WITH UNDERLYING SOILS.LEVELING AND FINAL GRADING WITHIN THE CELL MUST BE DONE BY HAND.ALL JOINTS IN MANHOLE TOHAVE "O" RING RUBBER GASKETPLANPRECAST CONCRETEMANHOLE BASEPRECAST CONCRETEMANHOLE SECTIONSECTIONPIPE SHALL BE CUTFLUSH WITH INSIDEFACE OF WALL48" DIAIE:874.70SEE GRADING PLANFOR RIM ELEVATIONPIPE SHALL BE CUT FLUSHWITH INSIDE FACE OF WALLOUTLET CONTROL STRUCTURE (OCS 201)TOP WEIR WALLEL: 876.75MANHOLE MUST CONFORM TOCITY STANDARDS ANDSPECIFICATIONS4' WIDE WEIR WALLNOT TO SCALEOUTLETFLOWALL JOINTS IN MANHOLE TOHAVE "O" RING RUBBER GASKETPLANINTLETFLOWPRECAST CONCRETEMANHOLE BASEPRECAST CONCRETEMANHOLE SECTIONSECTIONPIPE SHALL BE CUTFLUSH WITH INSIDEFACE OF WALL60" DIAFLOW24" INTLETIE:871.00SEE GRADING PLANFOR RIM ELEVATION24" OUTLETPIPE SHALL BE CUT FLUSHWITH INSIDE FACE OF WALLIE: 871.00OUTLET CONTROL STRUCTURE (OCS 200)TOP WEIR WALLEL: 873.00MANHOLE MUST CONFORM TOCITY STANDARDS ANDSPECIFICATIONS5' WIDE WEIR WALLNOT TO SCALEFLOWOUTLETFLOWALL JOINTS IN MANHOLE TOHAVE "O" RING RUBBER GASKETPLANINTLETFLOWPRECAST CONCRETEMANHOLE BASEPRECAST CONCRETEMANHOLE SECTIONSECTIONPIPE SHALL BE CUTFLUSH WITH INSIDEFACE OF WALL60" DIAFLOW24" INTLETIE:862.54SEE GRADING PLANFOR RIM ELEVATIONPIPE SHALL BE CUT FLUSHWITH INSIDE FACE OF WALLIE: 862.54OUTLET CONTROL STRUCTURE (OCS 300)TOP WEIR WALLEL: 863.50MANHOLE MUST CONFORM TOCITY STANDARDS ANDSPECIFICATIONSNOT TO SCALEOUTLETFLOW15" OUTLETFLOW6" ORIFICEIE: 875.3012" x 8" ORIFICEIE: 872.0024" OUTLETFLOW12" PIPEIE: 862.545' WIDE WEIR WALLINTLETFLOWBASIN TOP: 877.50STORMWATER INFILTRATION BASIN (BMP #4)NOT TO SCALEBASIN BOTTOM: 873.502 : 1 MAX2:1 MAX100 YR HWL: 877.01OCS-201SEE GRADING PLAN FORTOP OF STRUCTURENATIVE SOILS,SEE NOTES ON THIS PAGE15" CULVERTIE: 874.70 xxXXUCFRIDGEUCFRIDGEJ J 1011041021035"CRAB1123"ELM3"ELM3"ELM3"LILAC 3"LILAC3"LILAC3"LILAC3"LILAC3"LILAC14"MPL13"MPL12"MPL12"MPL13"MPL11"MPL3"ELM3"ELM8"CRAB8"CRAB8"CRAB14"CRAB12"CRAB15"CRAB14314614514720"ASH12"PEP4-3"CRAB4 -3 " C RA B 5-2"CRAB11"CRAB3-8"CRAB6-4"CRAB9"CRAB6"CRAB6"CRAB4"CRAB4"CRAB1064-6"CRAB7"CRAB3-4"CRAB5-2"CRAB1271301321315"CRAB4-4"CRAB12912828"ASH 21"ASH (5-9)-(1-2")ARB12011911811511411322"ASH20"ASH21"ASH21"ASH21"ASH18"ASH15"CRAB12"CRAB12"CRAB21"CRAB12"CRAB12"CRAB9"CRAB8"CRAB8"CRAB8"CRAB8"CRAB15"CRAB18318218121"ASH15"WIL16816716616516418"COT1634"ASH1606"TR1615"ASH16215815912"WIL1791801751741761731721571551561872262252242222231841886"ELM5"ASH2-7"ASH5"ASH4"ELM2-8"ELM1962001992011981974"ASH206204203105169AMUR MPLAMUR MPLAMUR MPLAMUR MPLAMUR MPLAMUR MPLAMUR MPLARBARBARBARBARBARBARBARBARBARBARBARBARBARBARB185186171170178177SSSSSDDCODDDDDDCODDDD1. ALL WORK NEAR PROTECTED EXISTING TREES TO BE PERFORMED IN CONSULTATION WITH A CERTIFIED ARBORIST. 2. ALL WORK WITHIN TREE PROTECTION ZONE MUST BE DONE BY HAND AFTER A SITE MEETING WITH THE PROJECT ARBORIST. 3. ALL ROOTS OVER 2”DIAMETER MUST BE RETAINED UNLESS OTHERWISE DECIDED BY THE PROJECT ARBORIST. 4. CAREFUL HAND-DUG EXPLORATORY TRENCHING WILL BE DONE BEFORE ANY EXCAVATION OCCURS WITHIN CRITICAL ROOT ZONE. 5. ONLY THOSE PERSONS AUTHORIZED BY THE CITY MAY REMOVE ANY TREES FROM PUBLIC LAND. TREES REMOVED FROM ANY PUBLIC LAND INCLUDING CITY, COUNTRY OR STATE RIGHT-OF-WAY SHALL BE REPLACED BY THE PERSON OR ENTITY WHO REMOVED IT. REPLACEMENT SHALL BE IN THE FOLLOWING MANNER: A. REPLACEMENT OF ANY LIVE TREE WHICH IS REMOVED FROM ANY PUBLIC LAND SHALL BE REQUIRED ON A CALIPER INCH FOR CALIPER INCH BASIS. THE CITY MAY ALSO ELECT TO RECEIVE CASH IN LIEU OF TREES BASED ON FREE PER CALIPER INCH DETERMINED BY THE CITY COUNCIL. B. REPLACEMENT TREES SHALL BE OF SPECIES APPROVED BY THE CITY FORESTER. GENERAL NOTES -TREE PROTECTION 2 2 1 PARKING STRUCTURE RESTAURANT MEDICAL OFFICE BUILDING 6800 FRANCE 6800 FRANCE PARKING STRUCTURE VALLEY VIEW ROAD FRANCE AVE SOUTH 6600 FRANCE FRANCE AVE SOUTHPRIVATE ROADPRIVATE ROADPROPERTY LINE PROPERTY LINE PROPERTY LINE LIMIT OF WORK L I MI T OF WORK L I MI T OF WORK LIMIT OF WORK LIMIT OF WORKPRIVATE ROADLEGEND -TREE PROTECTION TREE PROTECTION FENCING HGA NO: DATE: NO DESCRIPTION DATE 6700 FRANCE AVE S EDINA, MN 55435NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C ISSUANCE HISTORY - THIS SHEET DEVELOPMENT APPLICATIONS FEBRUARY 9, 2024 4614-006-00 KEYPLAN MOB PARKING RAMP RESTAURANT MEDICAL OFFICE BUILDING Wildamere Capital Management 6800 France Ave S #550 Edina, MN 55435 Olympus Ventures LLC 6600 France Ave S #550 Edina, MN 55435 Kimley-Horn 767 N Eustis St #100 St Paul, MN 55114 2/7/2024 11:53:21 AM Autodesk Docs://OnFrance-MOB_4614-006-00/L23-On France MOB_461400600.rvtL100 TREE PROTECTION PLAN AuthorKEYNOTES - TREE PROTECTION #DESCRIPTION 1 FENCING FOLLOWS TOP OF EXISTING STONE WALL 2 WORK TO BE COMPLETED BY HAND, AFTER TREE PROTECTION FENCING IS REMOVED 1" = 30'-0"1 OVERALL TREE PROTECTION PLAN 870.3xxX X12"CRAB 15"ASH12"ASH5_5"ASH13"ASH13"ASH1211375"CRAB14"ASH9"ASH18"ASH3_4"CRAB2_3"CRAB14420"RO2051486-4"CRAB1505-4"CRAB2-4"CRAB4-4"CRAB4"CRAB1511523-4"CRAB2281533-4"CRAB7"CRAB3-5"CRAB2-6"MPL3-5"MPL1261241231224-8"CRAB12531"ASH2-5"BAS3-4"BAS3-4"BAS2-3"BAS4-4"BAS27"ASH3-2"BAS2-2"SPR3-4"CRAB3-6"CRAB2-4"CRAB4-6"MPL13813914028"ASH1341338"POP1361351171169"ASH1545"ASH2-7"BOX2-5"BOX2212202192182172162154"ASH4-9"BAS1931891901911941952132112122145"ASH207ARB15-AMURMPLS15-AMUR MPLS1 8 - A MU R MP L SAMUR MPLAMUR MPLARBARBARBARBARBARBARBARBARBARBAMUR MPLAMUR MPLAMUR MPLAMUR MPLAMUR MPLAMUR MPLAMUR MPLAMUR MPLAMUR MPLLILACLILACLILACLILACLILAC13-AMERICAN CRANBERRY BUSHES2271011041021035"CRAB1123"ELM3"ELM3"ELM3"LILAC 3"LILAC3"LILAC3"LILAC3"LILAC3"LILAC14"MPL13"MPL12"MPL12"MPL13"MPL11"MPL3"ELM3"ELM8"CRAB8"CRAB8"CRAB14"CRAB12"CRAB15"CRAB14314614514720"ASH12"PEP4-3"CRAB4 - 3"CRA B 5-2"CRAB11"CRAB3-8"CRAB6-4"CRAB9"CRAB6"CRAB6"CRAB4"CRAB4"CRAB1064-6"CRAB7"CRAB3-4"CRAB5-2"CRAB1271301321315"CRAB4-4"CRAB12912828"ASH 21"ASH (5-9)-(1-2")ARB12011911811511411322"ASH20"ASH21"ASH21"ASH21"ASH18"ASH15"CRAB12"CRAB12"CRAB21"CRAB12"CRAB12"CRAB9"CRAB8"CRAB8"CRAB8"CRAB8"CRAB15"CRAB18318218121"ASH15"WIL16816716616516418"COT1634"ASH1606"TR1615"ASH16215815912"WIL1791801751741761731721571551561872262252242222231841886"ELM5"ASH2-7"ASH5"ASH4"ELM2-8"ELM1962001992011981974"ASH206204203105169AMUR MPL AMUR MPLAMUR MPLAMUR MPLAMUR MPLAMUR MPLAMUR MPLARBARBARBARBARBARBARBARBARBARBARBARBARBARBARB18518617117017817788880 880 880 8808 80 880885 8 8 0 880875880880875880875 875870880865865865 871 871871 872869869 881 8 8 1 882 882 882 882 881881 868 867 871 872 871 871 869 868 867 866867868869867869 8 6 8 8678668648638678688698 7 1 872 873874876877 8 7 88798 8 1 882 877877879878877876874873872871869868867 8 6 8869 869873874871 8728768718 7 1 8698698738748718728 76 877871 874 873 8728718 7 1 8 7 1 872873874876877878879881882877878879882882881882 881882 882 881 879878877 8 7 6 881881879878882883884884 8838828 7 9 8 8 1 877TOTAL DBH OF REMOVED PROTECTED TREES (IN.)353 TOTAL DBH OF REMOVED HERITAGE TREES (IN.) 128 MIN. REQ. PROTECTED TREE REPLACEMENT DBH (75% CUMULATIVE DBH; MIN. 3.5" CAL.) 264 TOTAL REQ. HERITAGE TREE REPLACEMENT DBH (100% CUMULATIVE DBH; MIN 4.5" CAL.)) 128 TOTAL HEIGHT OF REMOVED PROTECTED TREES (FT.)60 TOTAL HT. OF REMOVED HERITAGE TREES (FT.) 260 MIN. REQ. PROTECTED TREE REPLACEMENT HEIGHT (75% CUMULATIVE HT.; MIN. 8' HT.) 45 MIN. REQ. HERITAGE TREE REPLACEMENT DBH (100% CUMULATIVE HT.; MIN. 10' HT) 260 TOTAL DBH TO BE REPLACED (IN) 392 TOTAL REQ. DBH OF NEW TREES, >3.5" CAL (50% TOTAL REPLACEMENT DBH)196 TOTAL REQ. # OF NEW TREES, >3.5" CAL 56 TOTAL REQ. DBH OF NEW TREES, >4.5" CAL (25% TOTAL REPLACEMENT DBH)98 TOTAL REQ. # OF NEW TREES, >4.5" CAL 22 TOTAL REQ. DBH OF NEW TREES, >5.5" CAL (25% TOTAL REPLACEMENT DBH)98 TOTAL REQ. # OF NEW TREES, >5.5" CAL 18 TOTAL HT TO BE REPLACED (FT) 305 MIN. TOTAL REQ. HT. OF NEW TREES, >8' (50% TOTAL REPLACEMENT HT.)153 TOTAL REQ. # OF NEW TREES, >8' HT. 5 MIN. TOTAL REQ. HT. OF NEW TREES, >10' (25% TOTAL REPLACEMENT)76 TOTAL REQ. # OF NEW TREES, >10' HT.18 MIN TOTAL REQ. HT. OF NEW TREES, >12' (25% TOTAL REPLACEMENT HT.)76 TOTAL REQ. # OF NEW TREES, >12' HT. 7 TOTAL AREA OF SITE 22.47 ACRES TAG NO. TREE DBH (IN.) TREE HGT. (FT.) SPECIES CONDITION STATUS TYPE 110 18 20'COLORADO BLUE SPRUCE POOR CONIFEROUS 116 25 LITTLE LEAF LINDEN POOR DECIDUOUS 117 25 BURR OAK FAIR PROTECTED DECIDUOUS 121 37 WHITE OAK GOOD HERITAGE DECIDUOUS 122 5 PAPER BIRCH POOR DECIDUOUS 123 25 35' - 40'SCOTCH PINE GOOD HERITAGE CONIFEROUS 124 19 35' - 40'SCOTCH PINE GOOD HERITAGE CONIFEROUS 125 25 RED MAPLE POOR DECIDUOUS 126 11 THORNLESS HONEYLOCUST GOOD PROTECTED DECIDUOUS 133 10 AUTUMN BLAZE MAPLE GOOD PROTECTED DECIDUOUS 134 7 15'BLACK HILLS SPRUCE GOOD PROTECTED CONIFEROUS 135 8 15'BLACK HILLS SPRUCE FAIR PROTECTED CONIFEROUS 136 9 15'BLACK HILLS SPRUCE GOOD PROTECTED CONIFEROUS 137 15 15' JACK PINE GOOD PROTECTED CONIFEROUS 138 12 40'BLACK HILLS SPRUCE GOOD HERITAGE CONIFEROUS 139 10 40'BLACK HILLS SPRUCE GOOD HERITAGE CONIFEROUS 140 13 40'BLACK HILLS SPRUCE GOOD HERITAGE CONIFEROUS 144 18 THORNLESS HONEYLOCUST GOOD PROTECTED DECIDUOUS 148 14 30' - 35'COLORADO BLUE SPRUCE GOOD HERITAGE CONIFEROUS 149 13 30' - 35'COLORADO BLUE SPRUCE GOOD HERITAGE CONIFEROUS 150 27 NORWAY MAPLE GOOD PROTECTED DECIDUOUS 151 21 AMERICAN LINDEN GOOD PROTECTED DECIDUOUS 152 22 AMERICAN LINDEN GOOD PROTECTED DECIDUOUS 153 30 WHITE OAK GOOD HERITAGE DECIDUOUS 189 20 WHITE OAK FAIR PROTECTED DECIDUOUS 190 30 WHITE OAK FAIR HERITAGE DECIDUOUS 191 8 SIBERIAN ELM FAIR PROTECTED DECIDUOUS 192 7 WHITE OAK FAIR PROTECTED DECIDUOUS 193 10 WHITE OAK FAIR PROTECTED DECIDUOUS 194 29 WHITE OAK FAIR PROTECTED DECIDUOUS 195 12 WHITE OAK FAIR PROTECTED DECIDUOUS 205 31 COTTONWOOD FAIR DECIDUOUS 207 16 AMERICAN LINDEN FAIR PROTECTED DECIDUOUS 208 6 SIBERIAN ELM FAIR PROTECTED DECIDUOUS 209 6 SIBERIAN ELM FAIR PROTECTED DECIDUOUS 210 7 SIBERIAN ELM FAIR PROTECTED DECIDUOUS 211 17 WHITE OAK GOOD PROTECTED DECIDUOUS 212 19 WHITE OAK GOOD PROTECTED DECIDUOUS 213 28 WHITE OAK POOR DECIDUOUS 214 17 WHITE OAK POOR DECIDUOUS 215 7 WHITE OAK FAIR PROTECTED DECIDUOUS 216 5 WHITE OAK FAIR PROTECTED DECIDUOUS 217 8 WHITE OAK FAIR PROTECTED DECIDUOUS 218 9 WHITE OAK FAIR PROTECTED DECIDUOUS 219 7 WHITE OAK FAIR PROTECTED DECIDUOUS 220 7 WHITE OAK FAIR PROTECTED DECIDUOUS 221 30 WHITE OAK POOR HERITAGE DECIDUOUS 227 31 WHITE OAK GOOD HERITAGE DECIDUOUS 228 19 AMERICAN LINDEN GOOD PROTECTED DECIDUOUS 11019"ASH24"ASHPROPERTY LINE LIMIT OF WORK PROPERTY LINE LIMIT OF WORK REMOVE 18 AMUR MAPLESREMOVE 15 AMUR MAPLES REMOVE 15 AMUR MAPLES REMOVE SHRUBS DECIDUOUS REPLACEMENT CALCULATIONS (VOLUNTARY) CONIFEROUS REPLACEMENT CALCULATIONS (VOLUNTARY) TREE DEMOLITION SCHEDULE LEGEND -TREE REMOVAL TREE TO BE REMOVED TREE TO REMAIN, REFER TO TREE PROTECTION PLAN 66TH STREETHGA NO: DATE: NO DESCRIPTION DATE 6700 FRANCE AVE S EDINA, MN 55435NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C ISSUANCE HISTORY - THIS SHEET DEVELOPMENT APPLICATIONS FEBRUARY 9, 2024 4614-006-00 KEYPLAN MOB PARKING RAMP RESTAURANT MEDICAL OFFICE BUILDING Wildamere Capital Management 6800 France Ave S #550 Edina, MN 55435 Olympus Ventures LLC 6600 France Ave S #550 Edina, MN 55435 Kimley-Horn 767 N Eustis St #100 St Paul, MN 55114 2/7/2024 11:53:24 AM Autodesk Docs://OnFrance-MOB_4614-006-00/L23-On France MOB_461400600.rvtL101 TREE DEMOLITION PLAN Author1" = 30'-0"1 TREE DEMOLITION PLAN 1" = 30'-0"2 TREE DEMOLITION PLAN - NORTH AREA xxWOOD WALLUCFRIDGEUCFRIDGEJ J 1. UTILIZE "CALL 811" UTILITY LOCATION PRIOR TO ALL EXCAVATION ACTIVITY. 2. REFER TO CIVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION 3. CONTRACTOR TO OBTAIN DIGITAL DRAWING FILE FOR LAYOUT OF LOCATION VERIFICATION OF ALL SITE AND LANDSCAPE FEATURES 4. CONTRACTOR RESPONSIBLE FOR VERIFYING ALL QUANTITIES 5. CONTRACTOR TO FIELD COORDINATE PLACEMENT/LAYOUT OF BOULDERS WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. GENERAL NOTES -LAYOUT & MATERIALS REFER TO AREA A REFER TO AREA B PARKING STRUCTURE RESTAURANT MEDICAL OFFICE BUILDING 6800 FRANCE VALLEY VIEW ROAD FRANCE AVE SOUTH 6600 FRANCE PRIVATE ROADPRIVATE ROADPROPERTY LINE PROPERTY LINE PROPERTY LINE LIMIT OF WORK L I MI T OF WORKLIMIT OF WORKLIMIT OF WORK LIMIT OF WORKHGA NO: DATE: NO DESCRIPTION DATE 6700 FRANCE AVE S EDINA, MN 55435NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C ISSUANCE HISTORY - THIS SHEET DEVELOPMENT APPLICATIONS FEBRUARY 9, 2024 4614-006-00 MEDICAL OFFICE BUILDING Wildamere Capital Management 6800 France Ave S #550 Edina, MN 55435 Olympus Ventures LLC 6600 France Ave S #550 Edina, MN 55435 Kimley-Horn 767 N Eustis St #100 St Paul, MN 55114 2/7/2024 11:53:44 AM Autodesk Docs://OnFrance-MOB_4614-006-00/L23-On France MOB_461400600.rvtL200 OVERALL LANDSCAPE PLAN Author1" = 50'-0"1 Overall Landscape Plan xxUCFRIDGEUCFRIDGE6 3 3 3 3 11 4 1 23 6800 FRANCE PARKING STRUCTURE 5 E1 VALLEY VIEW ROAD 11 PROPERTY LINE LIMIT OF WORKLIMIT OF WORK PRIVATE ROAD14 18 3 3 3 12 E2 25 25 25 7 7 7 7 5 27 27 27 27 LEGEND -LAYOUT & MATERIALS EDGING REFER TO SPEC 321540 STONE SURFACING 1 REFER TO SPEC 321540 PEDESTRIAN CONCRETE PAVING VEHICULAR CONCRETE PAVING -TYPE 1 PLANTING AREA WOOD MULCH PAVING LAWN PLANTING AREA ON STRUCTURE NEW TREE REFER TO L400 SERIES EXISTING TREE TO BE PRESERVED U.N.O; REFER TO L100 SERIES PED. STAMPED CONCRETE PAVING STORMWATER MANAGEMENT AREA; REFER TO CIVIL FOR SOIL MIX VEH. STAMPED CONCRETE PAVING HGA NO: DATE: NO DESCRIPTION DATE 6700 FRANCE AVE S EDINA, MN 55435NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C ISSUANCE HISTORY - THIS SHEET DEVELOPMENT APPLICATIONS FEBRUARY 9, 2024 4614-006-00 MEDICAL OFFICE BUILDING Wildamere Capital Management 6800 France Ave S #550 Edina, MN 55435 Olympus Ventures LLC 6600 France Ave S #550 Edina, MN 55435 Kimley-Horn 767 N Eustis St #100 St Paul, MN 55114 2/7/2024 11:53:54 AM Autodesk Docs://OnFrance-MOB_4614-006-00/L23-On France MOB_461400600.rvtL210 LAYOUT & MATERIALS PLAN - AREA A Author1" = 20'-0"1 Layout and Materials Plan - Area A MATCHLINE L211 KEYNOTES - LAYOUT & MATERIALS... # DESCRIPTION 1 PEDESTRIAN CONCRETE PAVING 2 PEDESTRIAN STAMPED CONCRETE PAVING 3 SALVAGED STONE SEAT WALL; DETAIL 4/L220 4 WOOD MULCH PAVING; DETAIL 3/L220 5 VEHICULAR ASPHALT PAVING; REFER TO CIVIL 6 VEHICULAR CONCRETE PAVING; REFER TO CIVIL 7 VEHICULAR STAMPED CONCRETE PAVING; REFER TO CIVIL 8 CONCRETE STAIR; DETAIL 5/L220 9 SS HANDRAIL; DETAIL 5/L220 10 RAISED PLANTER ON STRUCTURE 11 STONE SURFACING; DETAIL 1/L220 12 PAVEMENT STRIPING; REFER TO CIVIL 14 RETAINING WALL; REFER TO ARCH 15 PEDESTRIAN CONCRETE PAVING ON STRUCTURE KEYNOTES - LAYOUT & MATERIALS... # DESCRIPTION 16 PLANTING AREA ON STRUCTURE 17 STORMWATER BMP; REFER TO CIVIL 18 BIKE RACK; SURFACE MOUNT 20 BOLLARD; SURFACE MOUNT 21 TIE INTO EXISTING HARD SURFACING 22 MONUMENT SIGN 23 RETAINING WALL; REFER TO CIVIL 25 CURB AND GUTTER; REFER TO CIVIL 26 RIP RAP; REFER TO CIVIL 27 WOOD MULCH SURFACING ON ALL AREAS WITHIN LIMITS OF DISTURBANCE NOT IDENTIFIED AS PLANTING E1 EXISTING CONCRETE PAVING E2 EXISTING WALL MATCHLINE L211 xDN 21 21 3 1 1 5 17 6 5 6 3 3 1 8 8 9 8 10 11 11 11 11 11 1 1 1 1 12 125 5 5 PARKING STRUCTURE RESTAURANT MEDICAL OFFICE BUILDING 5 6800 FRANCE EXISTING PATIO 23 FRANCE AVE SOUTH 16 1 12 12 1 6600 FRANCE PRIVATE ROADPRIVATE ROAD11 11 11 PROPERTY LINE LIMIT OF WORK L I MI T OF WORKLIMIT OF WORK20 20 12 22 14 14 22 12 25 25 25 2 2 2 7 7 7 115 1 5 26 26 27 LEGEND -LAYOUT & MATERIALS EDGING REFER TO SPEC 321540 STONE SURFACING 1 REFER TO SPEC 321540 PEDESTRIAN CONCRETE PAVING VEHICULAR CONCRETE PAVING -TYPE 1 PLANTING AREA WOOD MULCH PAVING LAWN PLANTING AREA ON STRUCTURE NEW TREE REFER TO L400 SERIES EXISTING TREE TO BE PRESERVED U.N.O; REFER TO L100 SERIES PED. STAMPED CONCRETE PAVING STORMWATER MANAGEMENT AREA; REFER TO CIVIL FOR SOIL MIX VEH. STAMPED CONCRETE PAVING HGA NO: DATE: NO DESCRIPTION DATE 6700 FRANCE AVE S EDINA, MN 55435NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C ISSUANCE HISTORY - THIS SHEET DEVELOPMENT APPLICATIONS FEBRUARY 9, 2024 4614-006-00 MEDICAL OFFICE BUILDING Wildamere Capital Management 6800 France Ave S #550 Edina, MN 55435 Olympus Ventures LLC 6600 France Ave S #550 Edina, MN 55435 Kimley-Horn 767 N Eustis St #100 St Paul, MN 55114 2/7/2024 11:54:10 AM Autodesk Docs://OnFrance-MOB_4614-006-00/L23-On France MOB_461400600.rvtL211 LAYOUT & MATERIALS PLAN - AREA B AuthorKEYNOTES - LAYOUT & MATERIALS... # DESCRIPTION 1 PEDESTRIAN CONCRETE PAVING 2 PEDESTRIAN STAMPED CONCRETE PAVING 3 SALVAGED STONE SEAT WALL; DETAIL 4/L220 4 WOOD MULCH PAVING; DETAIL 3/L220 5 VEHICULAR ASPHALT PAVING; REFER TO CIVIL 6 VEHICULAR CONCRETE PAVING; REFER TO CIVIL 7 VEHICULAR STAMPED CONCRETE PAVING; REFER TO CIVIL 8 CONCRETE STAIR; DETAIL 5/L220 9 SS HANDRAIL; DETAIL 5/L220 10 RAISED PLANTER ON STRUCTURE 11 STONE SURFACING; DETAIL 1/L220 12 PAVEMENT STRIPING; REFER TO CIVIL 14 RETAINING WALL; REFER TO ARCH 15 PEDESTRIAN CONCRETE PAVING ON STRUCTURE KEYNOTES - LAYOUT & MATERIALS... # DESCRIPTION 16 PLANTING AREA ON STRUCTURE 17 STORMWATER BMP; REFER TO CIVIL 18 BIKE RACK; SURFACE MOUNT 20 BOLLARD; SURFACE MOUNT 21 TIE INTO EXISTING HARD SURFACING 22 MONUMENT SIGN 23 RETAINING WALL; REFER TO CIVIL 25 CURB AND GUTTER; REFER TO CIVIL 26 RIP RAP; REFER TO CIVIL 27 WOOD MULCH SURFACING ON ALL AREAS WITHIN LIMITS OF DISTURBANCE NOT IDENTIFIED AS PLANTING E1 EXISTING CONCRETE PAVING E2 EXISTING WALL MATCHLINE L210MATCHLINE L210 WOOD MULCH SURFACING, REFER TO SPEC 321540 COMPACTED AGGREGATE BASE; REFER TO CIVIL DWGS UNDISTURBED EARTH OR COMPACTED SUBGRADE; REFER TO CIVIL DWGS EDGING, REFER TO SPEC 321540 SEE PLAN VARIES 3"4"SOIL SEPARATOR FABRIC; REFER TO SPEC 321540 WALL OR BUILDING FACADE REFER TO L400 SERIES PLANS FOR PLANTING 1'-8" TYP UNO SITE-1 STN-1 STN-2 EDGING SOIL SEPARATOR FABRIC: REFER TO SPEC 321540 SUBGRADE REFER TO CIVIL STN-1 STN-2 SALVAGED STONE BLOCK, REFER TO SPEC 321540 SETTING BED STONE SURFACING; REFER TO SPEC 321540 UNDISTURBED EARTH OR COMPACTED SUBGRADE; REFER TO CIVIL DWGS COMPACTED AGGREGATE BASE; REFER TO CIVIL DWGS (+/-) 1'-6" CONCRETE PAVING; REFER TO CIVIL DWGS REFER TO L400 SERIES PLANS FOR PLANTING (+/-) 1'-6"SUBSOIL DRAIN PIPE, REFER TO CIVIL FILTER FABRIC EPOXY COATED #3 AT EACH NOSING, TYP ANTI-SLIP NOSING, SEE NOTES CLR3"CONC. PAVING, SEE CIVIL 1'-0" 1'-6" OPTIONAL CONST. JOINT CONC. SIDE WALLS BEYOND 6" THICK CONC. SIDE WALLS (UNO) W/ EPOXY COATED #4 @ 16" OC EW, CENTERED AND #4 DOWELS @ 16" OC TO STAIR SLAB COMPACTED SUB-GRADE 1'-2" TYP1" TYP 6"1'-0" 1'-0" 3"3'-0"EQ EQ 1 1/2"⌀SS HANDRAIL AND POSTS FORM OPENING WITH REMOVABLE "EZ SLEEVE" OR EQ, TYP EPOXY GROUT, COLOR TO MATCH PAVING, TYP 6" TYPTYP3"1'-3" SEE CROSS SECTION CROSS SECTIONLONGITUDINAL SECTION HANDRAIL 1" CLR TYP 1'-4"2'-0"STAIRSTAIR NOTES: ANTI-SLIP NOSING MFR: AMSTEP PRODUCT: 231A ANTI-SLIP SAFETY STAIR NOSING WITH RIBBED ABRAISIVE & SHORT NOSE COLOR: BLACK COMPACTED BASE ROCK EPOXY COATED #4 @ 12" OC EW VARIES, SEE PLAN 9"1 1/2" 8"8" MIN.WALL/CURB BEYOND WALL/CURB BEYOND 1" = 1'-0"3 WOOD MULCH PATHWAY - SECTION 1" = 1'-0"2 MAINTENANCE EDGE - SECTION 1" = 1'-0"1 STONE SURFACING - SECTION 1" = 1'-0"4 STONE SEATWALL - SECTION HGA NO: DATE: NO DESCRIPTION DATE 6700 FRANCE AVE S EDINA, MN 55435NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C ISSUANCE HISTORY - THIS SHEET DEVELOPMENT APPLICATIONS FEBRUARY 9, 2024 4614-006-00 MEDICAL OFFICE BUILDING Wildamere Capital Management 6800 France Ave S #550 Edina, MN 55435 Olympus Ventures LLC 6600 France Ave S #550 Edina, MN 55435 Kimley-Horn 767 N Eustis St #100 St Paul, MN 55114 2/7/2024 11:54:13 AM Autodesk Docs://OnFrance-MOB_4614-006-00/L23-On France MOB_461400600.rvtL220 LAYOUT & MATERIAL DETAILS Author1" = 1'-0"5 CONCRETE STAIR & HANDRAIL xxUCFRIDGEUCFRIDGESSSDDDDD3 3 3 6800 FRANCE PARKING STRUCTURE VALLEY VIEW ROADPROPERTY LINE L I MI T OF WORKLIMIT OF WORK PRIVATE ROAD4 4 PsF / 3 Ov / 7 TaB / 1 GtI / 1 TaB / 1 GtI / 1 BpF / 2 Bn / 2 BpF / 4 Bn / 2 Bn / 4 CsB / 6 CsB / 4 CsB / 7 TaB / 1 QmC / 1 QmC / 1 5 5 5 6 6 6 4 TaB / 1 5 PsF / 2 PsF / 2 GtI / 1 LEGEND -PLANTING LAWN SOD REFER TO SPEC 329200 PERENNIAL AND GRASS -MIX A REFER TO L440 NATIVE WET MEADOW SEED MIX REFER TO SPEC 329219 DECIDUOUS OVERSTORY TREES REFER TO PLANT MATERIALS SCHEDULE CONIFEROUS TREES REFER TO PLANT MATERIALS SCHEDULE EXISTING TREE TO BE PRESERVED U.N.O; REFER TO L100 SERIES PERENNIAL AND GRASS -MIX B1 REFER TO L440 PERENNIAL AND GRASS -MIX C REFER TO L440 PERENNIAL AND GRASS -MIX B2 REFER TO L440 1. UTILIZE "CALL 811" UTILITY LOCATION PRIOR TO ALL EXCAVATION ACTIVITY. 2. REFER TO L440 FOR PLANT MATERIAL SCHEDULE 3. REFER TO L200s & CIVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION. 4. CONTRACTOR TO OBTAIN DIGITAL DRAWING FILE FOR LAYOUT AND LOCATION VERIFICATION 5. CONTRACTOR RESPONSIBLE FOR VERIFYING ALL QUANTITIES. GENERAL NOTES -PLANTING PLAN HGA NO: DATE: NO DESCRIPTION DATE 6700 FRANCE AVE S EDINA, MN 55435NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C ISSUANCE HISTORY - THIS SHEET DEVELOPMENT APPLICATIONS FEBRUARY 9, 2024 4614-006-00 MEDICAL OFFICE BUILDING Wildamere Capital Management 6800 France Ave S #550 Edina, MN 55435 Olympus Ventures LLC 6600 France Ave S #550 Edina, MN 55435 Kimley-Horn 767 N Eustis St #100 St Paul, MN 55114 2/7/2024 11:54:24 AM Autodesk Docs://OnFrance-MOB_4614-006-00/L23-On France MOB_461400600.rvtL410 PLANTING PLAN - AREA A Author1" = 20'-0"1 PLANTING PLAN - AREA A KEYNOTES - PLANTING #Description 1 LAWN SEED ALL DISTURBED AREAS NOT IDENTIFIED AS SOD 2 STORM WATER BASIN; REFER TO CIVIL 3 PROVIDE 1' OPENING IN WALK ALONG WALL FOR VINING PLANTS, SPACED 10' O.C., #1 CONT. VINING PLANT EA. 4 SEED ALL DISTURBED AREAS NOT IDENTIFIED AS PLANTINGS WITH SHADY WOODLAND SEED MIX; REFER TO SPEC. 5 EXISTING GROVE CANOPY 6 EXISTING TREE TRUNK, TYP. MATCHLINE L411MATCHLINE L411 xXXDN SDDCODDDDDUP 1 2 3 PARKING STRUCTURE RESTAURANT MEDICAL OFFICE BUILDING 6800 FRANCE FRANCE AVE SOUTH 6600 FRANCE PRIVATE ROADPRIVATE ROADPROPERTY LINE PROPERTY LINE LIMIT OF WORK L I MI T OF WORKLIMIT OF WORKQmC / 1 QmC2 / 4 Qm2 / 4 GtI2 / 2GbA / 1 Ll / 2 GtI2 / 3Gd / 8 Co2 / 8 Qb2 / 6 Co / 4 Co / 5 Pg / 2 RaG / 48 BpW / 2 Pg / 1 Qb / 1 BpW / 3 Co / 1 Qb / 1Qb / 1 RaG / 44 TaB / 1 Pg / 2 Ll / 2 Qb / 1 RaG / 7 RaG / 21 RaG / 24 RaG / 7 RaG / 18 RaG / 20 RaG / 38 RaG / 15 RaG / 40 Jv / 10 Ig / 13 Ig / 11 Ig / 30 GtI / 2 GbA / 1 GbA / 1 Jv / 4 4 MJK / 9 MJK / 1 4 LEGEND -PLANTING LAWN SOD REFER TO SPEC 329200 PERENNIAL AND GRASS -MIX A REFER TO L440 NATIVE WET MEADOW SEED MIX REFER TO SPEC 329219 DECIDUOUS OVERSTORY TREES REFER TO PLANT MATERIALS SCHEDULE CONIFEROUS TREES REFER TO PLANT MATERIALS SCHEDULE EXISTING TREE TO BE PRESERVED U.N.O; REFER TO L100 SERIES PERENNIAL AND GRASS -MIX B1 REFER TO L440 PERENNIAL AND GRASS -MIX C REFER TO L440 PERENNIAL AND GRASS -MIX B2 REFER TO L440 1. UTILIZE "CALL 811" UTILITY LOCATION PRIOR TO ALL EXCAVATION ACTIVITY. 2. REFER TO L440 FOR PLANT MATERIAL SCHEDULE 3. REFER TO L200s & CIVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION. 4. CONTRACTOR TO OBTAIN DIGITAL DRAWING FILE FOR LAYOUT AND LOCATION VERIFICATION 5. CONTRACTOR RESPONSIBLE FOR VERIFYING ALL QUANTITIES. GENERAL NOTES -PLANTING PLAN HGA NO: DATE: NO DESCRIPTION DATE 6700 FRANCE AVE S EDINA, MN 55435NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C ISSUANCE HISTORY - THIS SHEET DEVELOPMENT APPLICATIONS FEBRUARY 9, 2024 4614-006-00 MEDICAL OFFICE BUILDING Wildamere Capital Management 6800 France Ave S #550 Edina, MN 55435 Olympus Ventures LLC 6600 France Ave S #550 Edina, MN 55435 Kimley-Horn 767 N Eustis St #100 St Paul, MN 55114 2/7/2024 11:55:14 AM Autodesk Docs://OnFrance-MOB_4614-006-00/L23-On France MOB_461400600.rvtL411 PLANTING PLAN - AREA B Author1" = 20'-0"1 PLANTING PLAN - AREA B KEYNOTES - PLANTING #Description 1 LAWN SEED ALL DISTURBED AREAS NOT IDENTIFIED AS SOD 2 STORM WATER BASIN; REFER TO CIVIL 3 PROVIDE 1' OPENING IN WALK ALONG WALL FOR VINING PLANTS, SPACED 10' O.C., #1 CONT. VINING PLANT EA. 4 SEED ALL DISTURBED AREAS NOT IDENTIFIED AS PLANTINGS WITH SHADY WOODLAND SEED MIX; REFER TO SPEC. 5 EXISTING GROVE CANOPY 6 EXISTING TREE TRUNK, TYP. MATCHLINE L510MATCHLINE L510 PLAN SECTION VIEW EXISTING SOIL PLANTING SOIL; REFER TO SPEC 329000 2 -3" THICK LAYER OF MULCH FINISHED GRADE NOTES : 1 -SEE PLANT MATERIALS SCHEDULE FOR GROUDCOVER SPECIES, SIZE AND SPACING. 2 -SMALL ROOTS (1/4" OR LESS) THAT GROW AROUND, UP, OR DOWN THE ROOT BALL PERIPHERY ARE CONSIDERED A NORMAL CONDITION IN CONTAINER PRODUCTION AND ARE ACCEPTABLE HOWEVER THEY SHOULD BE ELIMINATED AT THE TIME OF PLANTING. ROOTS ON THE PERIPHERY CAN BE REMOVED AT THE TIME OF PLANTING. (SEE ROOT BALL SHAVING CONTAINER DETAIL). 3 -SETTLE SOIL AROUND ROOT BALL OF EACH GROUNDCOVER PRIOR TO MULCHING. PAVEMENT MULCH GROUNDCOVER PLANTS TO BE TRIANGULARLY SPACED EQEQ6" MINSHRUB OR PERENNIAL SECTION VIEW PLANTING SOIL; REFER TO SPEC 329000 4" LAYER OF MULCH. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. (SEE SPECIFICATIONS FOR MULCH). ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL. SLOPE SIDES OF LOOSENED SOIL FINISHED GRADE NOTES: 1 -PLANTS SHALL BE OF QUALITY PRESCRIBED IN THE SPECIFICATIONS. 2 -SEE SPECIFICATIONS FOR FURTHER REQUIREMENTS RELATED TO THIS DETAIL. ROOT BALL EXISTING SOIL 4" HIGH x 8" WIDE ROUND -TOPPED SOIL BERM ABOVE ROOT BALL SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE SHRUB. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. OF ROOT BALL 3X WIDEST DIM UNDISTURBED EARTH OR COMPACTED MINERAL GRADE DO NOT UNDERLINE SUBBASE OF ADJACENT PAVEMENT CROWN ALL ISLAND AREAS AS SHOWN TO MAINTAIN POSITIVE DRAINAGE UNO 3'-0" DIA CIRCLE FOR DECIDUOUS TREES OR TO EXTENT OF LOWER LIMBS FOR CONIFEROUS TREES ROOT FLARE TO BE VISIBLE; TOP OF ROOT BALL SET 1" TO 2" ABOVE GRADE; SHALLOW MULCH (LESS THAN 1") NEAR TRUNK MIN4"1/32/3EQ EQ VARIES CENTRAL LEADER ORIGINAL SLOPE SHOULD PASS THROUGH THE POINT WHERE THE TRUNK BASE MEETS SUBSTRATE/SOIL. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. PLANTING SOIL; REFER TO SPEC 329000 ORIGINAL GRADE BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL NOTES: 1 -REMOVE BURLAP AND ROPES FROM AROUND TREE TRUNK AFTER FIRST GROWING SEASON. 2 -CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGH DURATION OF WARRANTY PERIOD. SLOPE SIDES OF LOOSENED SOIL EXISTING SOIL 4" LAYER OF MULCH. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. (SEE SPECIFICATIONS FOR MULCH). ROUND-TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CENTERED ON THE DOWNHILL SIDE OF THE ROOT BALL FOR 240°. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. ROOT BALL MODIFIED AS REQUIRED TRUNK CALIPER SHALL MEET ANSI Z60.1 CURRENT EDITION FOR ROOT BALL SIZE OF ROOT BALL 3X WIDEST DIMENSION CENTRAL LEADER ORIGINAL SLOPE SHOULD PASS THROUGH THE POINT WHERE THE TRUNK BASE MEETS SUBSTRATE/SOIL. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. PLANTING SOIL; REFER TO SPEC 329000 ORIGINAL GRADE BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL NOTES: 1 -REMOVE BURLAP AND ROPES FROM AROUND TREE TRUNK AFTER FIRST GROWING SEASON. 2 -CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGH DURATION OF WARRANTY PERIOD. SLOPE SIDES OF LOOSENED SOIL EXISTING SOIL 4" LAYER OF MULCH. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. (SEE SPECIFICATIONS FOR MULCH). ROUND-TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CENTERED ON THE DOWNHILL SIDE OF THE ROOT BALL FOR 240°. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. ROOT BALL MODIFIED AS REQUIRED TRUNK CALIPER SHALL MEET ANSI Z60.1 CURRENT EDITION FOR ROOT BALL SIZE OF ROOT BALL 3X WIDEST DIMENSION CENTRAL LEADER NOTES: 1 -REMOVE BURLAP AND ROPES FROM AROUND TREE TRUNK AFTER FIRST GROWING SEASON. 2 -CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGH DURATION OF WARRANTY PERIOD. TRUNK CALIPER SHALL MEET ANSI Z60.1 CURRENT EDITION FOR ROOT BALL SIZE FINISHED GRADE TOP OF ROOT BALL SHALL BE FLUSH WITH FINISHED GRADE. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. PLANTING SOIL REFER TO SPEC 329000 4" LAYER OF MULCH. NO MORE THAN 1" OF MULCH ON TOP OF ROOTBALL. (SEE SPECIFICATIONS FOR MULCH). EXPOSE ROOT FLARE AND SET AT GRADE ROUND-TOPPED SOIL BERM 4" HIGH x 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL. 3X WIDEST DIMENSION OF ROOT BALL CENTRAL LEADER NOTES: 1 -REMOVE BURLAP AND ROPES FROM AROUND TREE TRUNK AFTER FIRST GROWING SEASON. 2 -CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGH DURATION OF WARRANTY PERIOD. TRUNK CALIPER SHALL MEET ANSI Z60.1 CURRENT EDITION FOR ROOT BALL SIZE FINISHED GRADE TOP OF ROOT BALL SHALL BE FLUSH WITH FINISHED GRADE. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. PLANTING SOIL REFER TO SPEC 329000 4" LAYER OF MULCH. NO MORE THAN 1" OF MULCH ON TOP OF ROOTBALL. (SEE SPECIFICATIONS FOR MULCH). EXPOSE ROOT FLARE AND SET AT GRADE ROUND-TOPPED SOIL BERM 4" HIGH x 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL. 3X WIDEST DIMENSION OF ROOT BALL HGA NO: DATE: NO DESCRIPTION DATE 6700 FRANCE AVE S EDINA, MN 55435NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C ISSUANCE HISTORY - THIS SHEET DEVELOPMENT APPLICATIONS FEBRUARY 9, 2024 4614-006-00 MEDICAL OFFICE BUILDING Wildamere Capital Management 6800 France Ave S #550 Edina, MN 55435 Olympus Ventures LLC 6600 France Ave S #550 Edina, MN 55435 Kimley-Horn 767 N Eustis St #100 St Paul, MN 55114 2/7/2024 11:55:19 AM Autodesk Docs://OnFrance-MOB_4614-006-00/L23-On France MOB_461400600.rvtL420 PLANTING DETAILS AuthorNTS1PERENNIAL, GROUND COVER PLANTING PLAN AND SECTION NTS4SHRUB AND PERENNIAL PLANTING SECTION NTS7TREE PLANTING - PARKING LOT ISLAND/CONTAINED AREAS - WELL DRAINING SOILS NTS2CONIFEROUS TREE PLANTING ON SLOPE - SECTION NTS3DECIDUOUS TREE PLANTING ON SLOPE - SECTION NTS9CONIFEROUS TREE PLANTING - SECTION NTS10DECIDUOUS TREE PLANTING - SECTION Key Quantity Common Name Scientific Name Size Spacing Perennials CnN 175 Lesser Catmint Calamintha nepeta ssp. nepeta 18" O.C.#1 CTNR. RhG 232 Goldsturm Black Eyed Susan Rudbeckia fulgida 'Goldsturm'18" O.C.#1 CTNR. Ornamental Grasses SsM 175 Blue Heaven Little Bluestem Schizachyrium scoparium 'Minnblue A'18" O.C.#1 CTNR. Key Quantity Common Name Scientific Name Size Spacing Perennials Ornamental Grasses Cp 900 Pennsylvania Sedge Carex pensylvanica 12" O.C.#1 CTNR. HBA 28 Blue Angel Hosta Hosta 'Blue Angel'24" O.C.#1 CTNR. RhG 49 Goldsturm Black Eyed Susan Rudbeckia fulgida 'Goldsturm'18" O.C.#1 CTNR. Key Quantity Common Name Scientific Name Size Spacing Perennials CnN 173 Lesser Catmint Calamintha nepeta ssp. nepeta 18" O.C.#1 CTNR. Ornamental Grasses Cp 262 Pennsylvania Sedge Carex pensylvanica 12" O.C.#1 CTNR. SsM 173 Blue Heaven Little Bluestem Schizachyrium scoparium 'Minnblue A'18" O.C.#1 CTNR. Hp 173 Paris Coral Bells Heuchera 'Paris'18" O.C.#1 CTNR. HBA 32 Blue Angel Hosta Hosta 'Blue Angel'24" O.C.#1 CTNR. SnB 173 Blue Marvel Sage Salvia nemorosa 'Blue Marvel'18" O.C.#1 CTNR. RhG 290 Goldsturm Black Eyed Susan Rudbeckia fulgida 'Goldsturm'18" O.C.#1 CTNR. Key Quantity Common Name Scientific Name Size Spacing Perennials Ornamental Grasses HmA 30 Golden Varigated Hakonechloa Grass Hakonechloa macra 'Aureola'18" O.C.#1 CTNR. Hp 60 Paris Coral Bells Heuchera 'Paris'18" O.C.#1 CTNR.#1 CTNR. Aff 30 Lady In Red Fern Athyrium felix-forma 'Lady in Red'18" O.C.#1 CTNR. PfV 60 Variegated Solomon's Seal Polygonatum falcatum 'Variegatum'18" O.C.#1 CTNR. PERENNIAL AND GRASS - MIX A 30% CALAMINTHA, 30% SCHIZACHYRIUM, 40% RUDBECKIA PERENNIAL AND GRASS - MIX B1 80% CAREX, 10% HOSTA, 10% RUDBECKIA PERENNIAL AND GRASS - MIX B2 25% RUDBECKIA, 15% SALVIA, 15% SCHIZACHYRIUM, 15% CALAMINTHA, 15% HEUCHERA, 10% CAREX, 5% HOSTA PERENNIAL AND GRASS - MIX C 30% ATHYRIUM, 30% HAKONECHLOA, 20% POLYGONATUM, 20% HEUCHERA HGA NO: DATE: NO DESCRIPTION DATE 6700 FRANCE AVE S EDINA, MN 55435NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C ISSUANCE HISTORY - THIS SHEET DEVELOPMENT APPLICATIONS FEBRUARY 9, 2024 4614-006-00 MEDICAL OFFICE BUILDING Wildamere Capital Management 6800 France Ave S #550 Edina, MN 55435 Olympus Ventures LLC 6600 France Ave S #550 Edina, MN 55435 Kimley-Horn 767 N Eustis St #100 St Paul, MN 55114 2/7/2024 11:55:24 AM Autodesk Docs://OnFrance-MOB_4614-006-00/L23-On France MOB_461400600.rvtL440 PLANT MATERIALS SCHEDULE AuthorPLANT MATERIALS SCHEDULE - TREES AND SHRUBS Key Quantity Common Name Scientific Name Size Spacing Comments CONIFEROUS SHRUB Ig 54 Inkberry Ilex glabra #5 CTNR. As Shown TcD 30 Dwarf Bright Gold Yew Taxus cuspidata 'Dwarf Bright Gold'#5 CTNR. As Shown CONIFEROUS TREE Jv 18 Eastern Red Cedar Juniperus virginiana 10' ht. As Shown Pg 5 White Spruce Picea glauca 8' Ht. As Shown PsF 7 White Columnar Pine Pinus strobus 'Fastigiata'12' Ht. As Shown DECIDUOUS SHRUB CsB 17 Firedance Dogwood Cornus sericea 'Bailadeline'#5 CTNR. As Shown RaG 290 Gro-Low Fragrant Sumac Rhus aromatica 'Gro-Low'#5 CTNR. As Shown DECIDUOUS TREES Bn 8 River Birch Betula nigra 3.5" cal. As Shown BpF 6 Dakota Pinnacle Birch Betula platyphylla 'Fargo'3.5" cal. As Shown BpW 5 Whitespire Birch Betula populifolia 'Whitespire'3.5" cal. As Shown Co 10 Hackberry Celtis Occidentalis 3.5" cal. As Shown Co2 8 Hackberry Celtis Occidentalis 4.5" cal. As Shown GbA 3 Autumn Gold Ginkgo Ginkgo biloba 'Autumn Gold'3.5" cal. As Shown Male Specimens Only Gd 8 Kentucky Coffeetree Gymnocladus dioicus Gymnocladus dioicus Gymnocladus dioicus 4.5" cal. As Shown GtI 5 Imperial Honeylocust Gleditsia triacanthos 'Impcole'3.5" cal. As Shown GtI2 5 Imperial Honeylocust Gleditsia triacanthos 'Impcole'5.5" cal. As Shown Ll 5 American Larch Larix laricina 8' ht. As Shown MJK 10 Royal Raindrops Crabapple Malus 'JFS-KW5'2" cal. As Shown Ov 7 Ironwood Ostrya Virginiana 3.5" cal. As Shown Qb 4 Swamp White Oak Quercus bicolor 3.5" cal. As Shown Qb2 6 Swamp White Oak Quercus bicolor 4.5" cal. As Shown Qm2 4 Burr Oak Quercus macrocarpa 5.5" cal. As Shown QmC 3 Heritage Oak Quercus x macdanielli 'Clemons'3.5" cal. As Shown QmC2 4 Heritage Oak Quercus x macdanielli 'Clemons'5.5" cal. As Shown TaB 5 Boulevard Linden Tilia americana 'Boulevard'5.5" cal. As Shown PERIMETER OF SITE: 4471 FT. REQUIRED MINIMUM TREE COUNT: 112 TREES PROVIDED TREES EXISTING TREES SHALL BE USED AS A CREDIT TO MEET THE REQUIRED MINIMUM TREE COUNT. ADDITIONAL TREES HAVE BEEN PROVIDED VOLUNTARILY WHICH COMPLY WITH REQUIREMENTS OF THE RESIDENTIAL TREE PROTECTION ORDINANCE. RESIDENTIAL TREE PROTECTION ORDINANCE GUIDELINES FOR LOT SIZES GREATER THAN 1 ACRE: DECIDUOUS 3.5" DBH OR GREAER & CONIFEROUS 8' TALL OR GREATER = 50% DECIDUOUS 4.5" DBH OR GREAER & CONIFEROUS 10' TALL OR GREATER = 25% DECIDUOUS 5.5" DBH OR GREAER & CONIFEROUS 12' TALL OR GREATER = 25% DECIDUOUS TREES: GREATER THAN OR EQUAL TO 3.5" DBH: 56 TREES GREATER THAN OR EQUAL TO 4.5" DBH: 22 TREES GREATER THAN OR EQUAL TO 5.5" DBH: 18 TREES CONIFEROUS TREES GREATER THAN OR EQUAL TO 8' HT: 5 TREES GREATER THAN OR EQUAL TO 10' HT: 18 TREES GREATER THAN OR EQUAL TO 12' HT: 7 TREES MINIMUM TREE QUANTITY REQUIREMENTS TREE SIZE DISTRIBUTION (VOLUNTARY) SEED/SOD COVERAGE TOTAL SOD AREA: 47360 SQ FT TOTAL SEEDED AREA: 6590 SQ FT 8% reduction from SD 2174sf SD 2468sf Current 100% reduction from SD 1960sf SD 1323sf Current 20% increase from SD 800sf SD 952sf Current 44% reduction from SD 2052sf SD 1137sf Current xxUCFRIDGEUCFRIDGE1. UTILIZE "CALL 811" UTILITY LOCATION PRIOR TO ALL EXCAVATION ACTIVITY. 2. REFER TO L440 FOR PLANT MATERIAL SCHEDULE 3. REFER TO L200s & CIVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION. 4. CONTRACTOR TO OBTAIN DIGITAL DRAWING FILE FOR LAYOUT AND LOCATION VERIFICATION GENERAL NOTES -IRRIGATION PLAN LEGEND -IRRIGATION PERMANENT SPRAY/ROTOR IRRIGATION EXTENTS -SODDED AREAS; REFER TO SPEC 328000 PERMANENT DRIP IRRIGATION EXTENTS -PLANTING BED AREAS; REFER TO SPEC 328000 CONCEPTUAL MAINLINE ROUTE; REFER TO SPEC 328000 TEMPORARY IRRIGATION EXTENTS -CONTRACTOR TO PROVIDE WATERING AS REQUIRED TO PROMOTE PLANT HEALTH AND ESTABLISHMENT AS REQUIRED PER WARRANTY AND SPECIFICATIONS; REFER TO SPEC 328000 IRRIGATION SLEEVE, ADD ALTERNATVE SCOPE; REFER TO SPEC 328000 6800 FRANCE PARKING STRUCTURE VALLEY VIEW ROADPROPERTY LINE L I MI T OF WOR K KEYNOTES - IRRIGATION PLAN #DESCRIPTION P.O.C. BACKFLOW PREVENTOR AND POINT OF CONNECTION IN FLUSH WALL CABINET; REFER TO ARCHITECTURE AND PLUMBING. 1" = 20'-0"1 IRRIGATION PLAN - AREA A HGA NO: DATE: NO DESCRIPTION DATE 6700 FRANCE AVE S EDINA, MN 55435NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C ISSUANCE HISTORY - THIS SHEET DEVELOPMENT APPLICATIONS FEBRUARY 9, 2024 4614-006-00 MEDICAL OFFICE BUILDING Wildamere Capital Management 6800 France Ave S #550 Edina, MN 55435 Olympus Ventures LLC 6600 France Ave S #550 Edina, MN 55435 Kimley-Horn 767 N Eustis St #100 St Paul, MN 55114 2/7/2024 11:55:32 AM Autodesk Docs://OnFrance-MOB_4614-006-00/L23-On France MOB_461400600.rvtL510 IRRIGATION PLAN - AREA A AuthorMATCHLINE L511 MATCHLINE L511 xUP UP PARKING STRUCTURE RESTAURANT MEDICAL OFFICE BUILDING 6800 FRANCE EXISTING PATIO FRANCE AVE SOUTH 6600 FRANCE PRIVATE ROADPRIVATE ROADP.O.C. P.O.C.IF DEDICATED SYSTEM FOR RESTAURANT AREA IS REQUIRED. ALTERNATIVELY, SERVICE COULD EXTEND FROM AN EXISTING SYSTEM AT 6800 FRANCE. TO SERVE MOB PARCEL PROPERTY LINE LIMIT OF WORK 1. UTILIZE "CALL 811" UTILITY LOCATION PRIOR TO ALL EXCAVATION ACTIVITY. 2. REFER TO L440 FOR PLANT MATERIAL SCHEDULE 3. REFER TO L200s & CIVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION. 4. CONTRACTOR TO OBTAIN DIGITAL DRAWING FILE FOR LAYOUT AND LOCATION VERIFICATION GENERAL NOTES -IRRIGATION PLAN LEGEND -IRRIGATION PERMANENT SPRAY/ROTOR IRRIGATION EXTENTS -SODDED AREAS; REFER TO SPEC 328000 PERMANENT DRIP IRRIGATION EXTENTS -PLANTING BED AREAS; REFER TO SPEC 328000 CONCEPTUAL MAINLINE ROUTE; REFER TO SPEC 328000 TEMPORARY IRRIGATION EXTENTS -CONTRACTOR TO PROVIDE WATERING AS REQUIRED TO PROMOTE PLANT HEALTH AND ESTABLISHMENT AS REQUIRED PER WARRANTY AND SPECIFICATIONS; REFER TO SPEC 328000 IRRIGATION SLEEVE, ADD ALTERNATVE SCOPE; REFER TO SPEC 328000 1" = 20'-0"1 IRRIGATION PLAN - AREA B KEYNOTES - IRRIGATION PLAN #DESCRIPTION P.O.C. BACKFLOW PREVENTOR AND POINT OF CONNECTION IN FLUSH WALL CABINET; REFER TO ARCHITECTURE AND PLUMBING. HGA NO: DATE: NO DESCRIPTION DATE 6700 FRANCE AVE S EDINA, MN 55435NOT FOR CONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.C ISSUANCE HISTORY - THIS SHEET DEVELOPMENT APPLICATIONS FEBRUARY 9, 2024 4614-006-00 MEDICAL OFFICE BUILDING Wildamere Capital Management 6800 France Ave S #550 Edina, MN 55435 Olympus Ventures LLC 6600 France Ave S #550 Edina, MN 55435 Kimley-Horn 767 N Eustis St #100 St Paul, MN 55114 2/7/2024 11:55:44 AM Autodesk Docs://OnFrance-MOB_4614-006-00/L23-On France MOB_461400600.rvtL511 IRRIGATION PLAN - AREA B AuthorMATCHLINE L510MATCHLINE L510 UPA2345BCDEFGHJKLNP1P2P5P6P7P8P9P1216MP10P1123'-0" 4'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0"15'-0"28'-0"28'-0"28'-0"28'-0"28'-0"28'-0"28'-0"28'-0"28'-0"15'-0"24'-0"4'-0"45'-0"30'-0"45'-0"4'-0"STAIRST-002ELEVATORLOBBY010PARKING001MPOP014UP79'-0"124'-10"310'-0"DK>Kt Z> s >WZ</E'^dZhdhZ >Kt Z> s >A4021PARKING030FIRE021ELEC022ELEV LOBBY031SUMP033STAIR032UNEXCAVATEDUNEXCAVATEDP4P339'-0"6% SLOPE10'-0"12% SLOPE98'-0"STORAGE023VEHICLESTORAGE024STORAGE006MECH003TELECOM004SUMP013TRASH002ELEC011ELEV EQUIP012STORAGE005ELEV EQUIP020A4023A4024PLAZA ABOVE, REFER TO A201UNEXCAVATEDUNEXCAVATEDSTAIR040EXISTING 6800 BUILDINGEXISTING 6600 BUILDING304'-0"A4001RAMP TO UNDERGROUND PARKING27'-0"199'-0"+*$12 '$7( NODESCRIPTIONDATE6700 FRANCE AVE S EDINA, MN 55435127)25&216758&7,21&23<5,*+7+$00(/*5((1$1'$%5$+$0621,1&&,668$1&(+,6725< 7+,66+((7'(9(/230(17$33/,&$7,216-$18$5< KEYPLAN02%3$5.,1*5$035(67$85$170(',&$/2)),&(%8,/',1*Wildamere Capital Management6800 France Ave S #550Edina, MN 55435Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435Kimley-Horn767 N Eustis St #100St Paul, MN 55114 30 $XWRGHVN'RFV 2Q)UDQFH02%B$2Q)UDQFHBUYW$OVERALLFLOOR PLAN -LOWER LEVEL$XWKRU1/16" = 1'-0"1OVERALL FLOOR PLAN - LOWER LEVELA401A401A401FEBRUARY 9, 2024 DNUPUPUPA2A4012A4002A4011A4001345BCDEFGHJKLNP1P2P5P6P7P8P9P1216MP10P11124'-0"30'-0"30'-0"30'-0"30'-0"30'-0"30'-0"30'-0"30'-0"30'-0"30'-0"4'-0"23'-0"15'-0"28'-0"28'-0"28'-0"28'-0"28'-0"28'-0"28'-0"28'-0"28'-0"15'-0"24'-0"4'-0"45'-0"30'-0"45'-0"4'-0"UTILITY YARD126TENANT B104TENANT A118VESTIBULE101VESTIBULE102WATER121FIRE PUMP120MECH123EMERGENCYELEC125ELEC124SHAFTSHAFTSECURITYOFFICE107CORRIDOR105TENANT C106CORRIDOR119CORRIDOR103ELEVATORSUPDK> s >ϬϭWZ</E'^dZhdhZ > s >Ϭϭ304'-0"2'-0"286'-0"200'-0"A4021SERVICECORRIDOR122R1R2R3R4R6RDRCRBP4P3STAIRST-101MECH111ELEC117WOMEN110JAN114STAIRST-102TELECOM112RR116MEN109STORAGE113LACT115SOUTH LINK133NORTH LINK127A4023A4024A4022A4031A4032A4033A4034RAMP TO UNDERGROUND PARKINGON GRADE PARKING11'-0"6% SLOPE10'-0"12% SLOPE98'-0"6% SLOPE10'-0"PLAZA OVER GARAGE BELOWSECURITY DESKLOBBY100R7RAREEXISTING 6800 BUILDINGEXISTING 6600 BUILDING124'-0"STAIR132LOBBY131STAIR140PARKING130CORRIDOR108DINING400WOMEN403MEN402KITCHEN401TRASH40427'-0"124'-0"26'-0"154'-0"76'-0"128'-6"18'-0"30'-0"30'-0"12'-0"30'-0"13'-0" 25'-6" 22'-6" 11'-0"12'-8" 20'-8" 45'-2" 45'-6"Z ^dhZEd+*$12 '$7( NO DESCRIPTION DATE6700 FRANCE AVE S EDINA, MN 55435127)25&216758&7,21&23<5,*+7+$00(/*5((1$1'$%5$+$0621,1&&,668$1&(+,6725< 7+,66+((7'(9(/230(17$33/,&$7,216-$18$5< KEYPLAN02%3$5.,1*5$035(67$85$170(',&$/2)),&(%8,/',1*Wildamere Capital Management6800 France Ave S #550Edina, MN 55435Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435Kimley-Horn767 N Eustis St #100St Paul, MN 55114 30 $XWRGHVN'RFV 2Q)UDQFH02%B$2Q)UDQFHBUYW$OVERALLFLOOR PLAN -LEVEL 01$XWKRU1/16" = 1'-0"1OVERALL FLOOR PLAN - LEVEL 01A401A401A401A401A402A402A402A402A4004A4003FEBRUARY 9, 2024 UPUPDNA2A4012A4002A4011A4001345BCDEFGHJKLNP1P2P5P6P7P8P9P1216MP10P11LOBBY20030'-0"30'-0"30'-0"30'-0"30'-0"30'-0"30'-0"30'-0"30'-0"30'-0"4'-0"23'-0"15'-0"28'-0"28'-0"28'-0"28'-0"28'-0"28'-0"84'-0"15'-0"24'-0"4'-0"45'-0"30'-0"45'-0"4'-0"STAIRST-201ELEC217278'-0"132'-0"DK> s >ϬϮWZ</E'^dZhdhZ > s >ϬϮA4021SHAFTSHAFTELEVATORSR1R2R3R4R6RDRCRBP4P3STAIRST-202MEN209WOMEN210RR216MECH211TELECOM212LACT215JAN214STORAGE213LOBBY231STAIR232A4023A4024A4022A4031A4032A4033A403439'-0"6% SLOPE10'-0"R7RAREEXISTING 6800 BUILDINGEXISTING 6600 BUILDINGTENANT201CORRIDOR208200'-0"124'-0"27'-0"6% SLOPE10'-0"12% SLOPE98'-0"286'-0"Z ^dhZEdZKK& >KtZKK& >KtUP86'-0" 8'-0"184'-0"+*$12 '$7( NO DESCRIPTION DATE6700 FRANCE AVE S EDINA, MN 55435127)25&216758&7,21&23<5,*+7+$00(/*5((1$1'$%5$+$0621,1&&,668$1&(+,6725< 7+,66+((7'(9(/230(17$33/,&$7,216-$18$5< KEYPLAN02%3$5.,1*5$035(67$85$170(',&$/2)),&(%8,/',1*Wildamere Capital Management6800 France Ave S #550Edina, MN 55435Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435Kimley-Horn767 N Eustis St #100St Paul, MN 55114 30 $XWRGHVN'RFV 2Q)UDQFH02%B$2Q)UDQFHBUYW$OVERALLFLOOR PLAN -LEVEL 02$XWKRU1/16" = 1'-0"1OVERALL FLOOR PLAN - LEVEL 02A401A401A401A401A402A402A402A402A4004A4003FEBRUARY 9, 2024 DNDNA2A4012A4002A4011A4001345BCDEFGHJKLNP1P2P5P6P7P8P9P1216MP10P1115'-0"28'-0"28'-0"28'-0"28'-0"28'-0"28'-0"84'-0"15'-0"24'-0"4'-0"45'-0"30'-0"45'-0"4'-0"30'-0"30'-0"30'-0"30'-0"30'-0"30'-0"30'-0"30'-0"30'-0"30'-0"4'-0"23'-0"LOBBY300ELEC317DK> s >Ϭϯ278'-0"132'-0"SHAFTSHAFTELEVATORSP4P3STAIRST-302MEN309RR316LACT315WOMEN310MECH311TELECOM312JAN314STAIRST-301STORAGE313A4023A4024A4022EXISTING 6800 BUILDINGEXISTING 6600 BUILDINGCORRIDOR308TENANT301WZ</E'^dZhdhZ > s >ϬϯDNA402127'-0"124'-0"286'-0"200'-0"6% SLOPE10'-0"12% SLOPE90'-0"6% SLOPE10'-0"86'-0" 8'-0"184'-0"+*$12 '$7( NO DESCRIPTION DATE6700 FRANCE AVE S EDINA, MN 55435127)25&216758&7,21&23<5,*+7+$00(/*5((1$1'$%5$+$0621,1&&,668$1&(+,6725< 7+,66+((7'(9(/230(17$33/,&$7,216-$18$5< KEYPLAN02%3$5.,1*5$035(67$85$170(',&$/2)),&(%8,/',1*Wildamere Capital Management6800 France Ave S #550Edina, MN 55435Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435Kimley-Horn767 N Eustis St #100St Paul, MN 55114 30 $XWRGHVN'RFV 2Q)UDQFH02%B$2Q)UDQFHBUYW$OVERALLFLOOR PLAN -LEVEL 03$XWKRU1/16" = 1'-0"1OVERALL FLOOR PLAN - LEVEL 03A401A401A401A401A4004A4003FEBRUARY 9, 2024DNRSSTAIRST-302 LEVEL 01100' - 0"ALEVEL 02120' - 0"ROOF150' - 0"LEVEL 03135' - 0"BCDEFGHJKL2A4101A410NMPARAPET152' - 0"LEVEL 01100' - 0"2LEVEL 02120' - 0"ROOF150' - 0"LEVEL 03135' - 0"345PARKING LEVEL 01100' - 0"PARKING LEVEL 02113' - 0"PARKING LEVEL 03125' - 0"P1P2P5P6P7P8P9P123A41016P10P11ALTERNATE #1, SHOWN DASHED. ADD PARKING LEVELS 2 & 3 ALTERNATE #1, SHOWN DASHED. ADD STAIR AND ELEVATOR CORE TO LEVELS 2 & 3. PARAPET152' - 0"4A410P4P3A. ELEVATIONS OF EXISTING FLOORS ARE BASED ON SURVEY INFORMATION AND\OR AS-BUILT DRAWINGS PROVIDED BY THE OWNER. THE SURVEY DATA MAY NOT BE COMPLETE AND THE ACTUAL EXISTING ELEVATIONS MAY VARY IN DIFFERENT PORTIONS OF THE EXISTING BUILDING. ALL INFORMATION MUST BE FIELD VERIFIED AND COORDINATED BETWEEN NEWAND EXISTING CONSTRUCTION TO PROVIDE MATCHING FLOOR ELEVATIONS WHERE REQUIRED.*(1(5$/127(6 (;7(5,25(/(9$7,216+*$12 '$7( NO DESCRIPTION DATE6700 FRANCE AVE S EDINA, MN 55435127)25&216758&7,21&23<5,*+7+$00(/*5((1$1'$%5$+$0621,1&&,668$1&(+,6725< 7+,66+((7'(9(/230(17$33/,&$7,216-$18$5< KEYPLAN02%3$5.,1*5$035(67$85$170(',&$/2)),&(%8,/',1*Wildamere Capital Management6800 France Ave S #550Edina, MN 55435Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435Kimley-Horn767 N Eustis St #100St Paul, MN 55114 30 $XWRGHVN'RFV 2Q)UDQFH02%B$2Q)UDQFHBUYW$OVERALLEXTERIORELEVATIONS -MOB$XWKRU1/16" = 1'-0"1MOB - EAST ELEVATION1/16" = 1'-0"2PARKING STRUCTURE AND MOB - SOUTH ELEVATION'$7( &23<5,*+7+$00(/*5((1$1'$%5$+$0621,1&&'(9(/230(17$33/,&$7,216-$18$5< $;+<- !"#$ !#% !#% !#% !#&"'"&!2+=*>012.&"'"&!2-=2*012.&"'"&!2*??*012.%@@!A#B#A"%=++012.%@@!"95!$9B"")!C#&&=;;012.% !# !'#*>' !#&% !"#&"'"&!2+=*>012.&"'"&!2-=2*012.&"'"&!2*??*012.%@@!A#B#A"%=++012.%@@!"95!$9B"")!C#&&=;;012.9 8"76534&#($ !"#3&4567"89 #&"'"&!2+=*>012.&"'"&!2-=2*012.&"'"&!2*??*012.%@@!A#B#A"%=++012.%@@!"95!$9B"")!C#&&=;;012.$ !# !"#& !#% !#% !#% !#% !#( !"#%$ !"#'% !"#&"'"&!2+=*>012.&"'"&!2-=2*012.&"'"&!2*??*012.%@@!A#B#A"%=++012.%@@!"95!$9B"")!C#&&=;;012.+;-<>*3/32” = 1’-0”MOB WEST ELEVATION3/32” = 1’-0”MOB EAST ELEVATION3/32” = 1’-0”MOB NORTH ELEVATION3/32” = 1’-0”MOB SOUTH ELEVATIONGL-41CW-1MP-4CANOPYMP-6MP-1APC-1CW-1 DROP-OFF CANOPYFBR-1CONNECTOR LINKMP-1GL-41 CW-1 APC-1CW-1 GL-41MP-4MP-3 SOFFITFBR-1CW-1, MULLION EXTENSION ON OUTER FRAME W/ HORIZONTAL SSG, TYP.CONNECTOR LINKGL-41 MP-4MP-6OVERHEAD DOOREXTERIOR DOORMP-2 SOFFITPORTION OF PARKING STRUCTURE BELOW GRADEFBR-1DROP-OFF CANOPYMP-1APC-1CW-1 GL-41MP-4 FBR-1MP-1APC-1CW-1 DROP-OFF CANOPYGL-41CW-1MP-4FBR-1FRB-1MP-6CW-1MP-4MP-3 SOFFITGL-41 CW-1 MP-6SIGNAGE%@@!"95!$ !"#$ !#% !#% !#% !#% !# !'#$ !#% !#% !#% !#% !#4231'$7( -$18$5< FEBRUARY 9, 2024 A. ELEVATIONS OF EXISTING FLOORS ARE BASED ON SURVEY INFORMATION AND\OR AS-BUILT DRAWINGS PROVIDED BY THE OWNER. THE SURVEY DATA MAY NOT BE COMPLETE AND THE ACTUAL EXISTING ELEVATIONS MAY VARY IN DIFFERENT PORTIONS OF THE EXISTING BUILDING. ALL INFORMATION MUST BE FIELD VERIFIED AND COORDINATED BETWEEN NEWAND EXISTING CONSTRUCTION TO PROVIDE MATCHING FLOOR ELEVATIONS WHERE REQUIRED.*(1(5$/127(6 (;7(5,25(/(9$7,216LEVEL 01100' - 0"LEVEL 02120' - 0"ROOF150' - 0"LEVEL 03135' - 0"PARKING LEVEL 01100' - 0"PARKING LOWER LEVEL87' - 0"PARKING LEVEL 02113' - 0"PARKING LEVEL 03125' - 0"P1P2P5P6P7P8P9P12P10P11PARAPET152' - 0"P4P3GHJKL2A410PARKING LEVEL 01100' - 0"PARKING LOWER LEVEL87' - 0"1A410PARKING LEVEL 02113' - 0"PARKING LEVEL 03125' - 0"NMALTERNATE #1, SHOWN DASHED. ADD PARKING LEVELS 2 & 3 LEVEL 01100' - 0"LEVEL 02120' - 0"ROOF150' - 0"LEVEL 03135' - 0"PARKING LEVEL 01100' - 0"PARKING LOWER LEVEL87' - 0"PARKING LEVEL 02113' - 0"PARKING LEVEL 03125' - 0"P1P2P5P6P7P8P9P121P10P11PARAPET152' - 0"P4P3LEVEL 01100' - 0"LEVEL 02120' - 0"ROOF150' - 0"LEVEL 03135' - 0"GHJKL2A410PARKING LEVEL 01100' - 0"PARKING LOWER LEVEL87' - 0"1A410PARKING LEVEL 02113' - 0"PARKING LEVEL 03125' - 0"NMPARAPET152' - 0"+*$12 '$7( NO DESCRIPTION DATE6700 FRANCE AVE S EDINA, MN 55435127)25&216758&7,21&23<5,*+7+$00(/*5((1$1'$%5$+$0621,1&&,668$1&(+,6725< 7+,66+((7'(9(/230(17$33/,&$7,216-$18$5< KEYPLAN02%3$5.,1*5$035(67$85$170(',&$/2)),&(%8,/',1*Wildamere Capital Management6800 France Ave S #550Edina, MN 55435Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435Kimley-Horn767 N Eustis St #100St Paul, MN 55114 30 $XWRGHVN'RFV 2Q)UDQFH02%B$2Q)UDQFHBUYW$OVERALLEXTERIORELEVATIONS -PARKINGSTRUCTURE$XWKRU1/16" = 1'-0"3PARKING STRUCTURE - NORTH ELEVATION1/16" = 1'-0"1PARKING STRUCTURE - WEST ELEVATION1/16" = 1'-0"4PARKING STRUCTURE - SOUTH ELEVATION1/16" = 1'-0"2PARKING STRUCTURE - EAST ELEVATION'$7( &23<5,*+7+$00(/*5((1$1'$%5$+$0621,1&&'(9(/230(17$33/,&$7,216-$18$5< $4/4446;;<=>?490/,*-*,%4<<45+62,*-*,%60;6>5+62,*-*,%/<;95+62'@. @% *';4;5+92)!"*#$ !"&$%&+!"($#,!:8$,*-*,%60;6>5+62,*-*,%/<;95+62'@. @% *';4;5+92,*-*,%4<<45+62,*-*,%,<><5+62 !"# $APC-2 W/ REVEALSEXPOSED CAST-IN-PLACE CONCRETEAPC-2CW-1MP-4CW-1 MP-4EXPOSED CAST-IN-PLACE CONCRETEDEC MET-5APC-2 W/ REVEALSEXPOSED CAST-IN-PLACE CONCRETEMETAL GATES FOR SNOW REMOVALCW-1MP-4CW-1 !"# $3/32” = 1’-0”PARKING STRUCTURE - WEST ELEVATION3/32” = 1’-0”PARKING STRUCTURE - NORTH ELEVATION2$#:!,#'@. @% *';4;5+92,*-*,%4<<45+62,*-*,%,<><5+62,*-*,%60;6>5+62,*-*,%/<;95+62%&!"'$&!"($* *!"# $&!"($MP-4CW-1 MP-4EXPOSED CAST-IN-PLACE CONCRETEAPC-2 W/ REVEALSEXPOSED CAST-IN-PLACE CONCRETEAPC-2 W/ REVEALSCW-1APC-2GL-413/32” = 1’-0”PARKING STRUCTURE - EAST ELEVATION144/0;9?>=<4/;4644'@. @% *';4;5+92,*-*,%4<<45+62,*-*,%,<><5+62,*-*,%60;6>5+62,*-*,%/<;95+62)!"*#$MP-2 SOFFITMP-4APC-2CW-1 CW-1APC-2 W/ REVEALSEXPOSED CAST-IN-PLACE CONCRETEAPC-2DEC MET-53/32” = 1’-0”PARKING STRUCTURE - SOUTH ELEVATION3'$7( -$18$5< FEBRUARY 9, 2024 A. ELEVATIONS OF EXISTING FLOORS ARE BASED ON SURVEY INFORMATION AND\OR AS-BUILT DRAWINGS PROVIDED BY THE OWNER. THE SURVEY DATA MAY NOT BE COMPLETE AND THE ACTUAL EXISTING ELEVATIONS MAY VARY IN DIFFERENT PORTIONS OF THE EXISTING BUILDING. ALL INFORMATION MUST BE FIELD VERIFIED AND COORDINATED BETWEEN NEWAND EXISTING CONSTRUCTION TO PROVIDE MATCHING FLOOR ELEVATIONS WHERE REQUIRED.*(1(5$/127(6 (;7(5,25(/(9$7,216LEVEL 01100' - 0"LEVEL 02120' - 0"R2R3R4R6R7LEVEL 01100' - 0"LEVEL 02120' - 0"LEVEL 03135' - 0"PARKING LEVEL 01100' - 0"PARKING LEVEL 02113' - 0"PARKING LEVEL 03125' - 0"RDRCRBRARELEVEL 01100' - 0"RDRCRBRARER1R2R3R4R6R7+*$12 '$7( NO DESCRIPTION DATE6700 FRANCE AVE S EDINA, MN 55435127)25&216758&7,21&23<5,*+7+$00(/*5((1$1'$%5$+$0621,1&&,668$1&(+,6725< 7+,66+((7'(9(/230(17$33/,&$7,216-$18$5< KEYPLAN02%3$5.,1*5$035(67$85$170(',&$/2)),&(%8,/',1*Wildamere Capital Management6800 France Ave S #550Edina, MN 55435Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435Kimley-Horn767 N Eustis St #100St Paul, MN 55114 30 $XWRGHVN'RFV 2Q)UDQFH02%B$2Q)UDQFHBUYW$OVERALLEXTERIORELEVATIONS -RESTAURANT$XWKRU1/8" = 1'-0"1RESTAURANT - NORTH ELEVATION1/8" = 1'-0"2RESTAURANT - EAST ELEVATION1/8" = 1'-0"3RESTAURANT - WEST ELEVATION1/8" = 1'-0"4RESTAURANT - SOUTH ELEVATION'$7( &23<5,*+7+$00(/*5((1$1'$%5$+$0621,1&&'(9(/230(17$33/,&$7,216-$18$5< $-46,<@# !$"$ !"% !"#$ !&"!7'7%8""8!/9:2&3 0)*)%-/:92&3 0)'5%'';/9-2&/0 !"=>?"=>?"# !$"$ !"# !$"$ !"% !"'& !"!7'7%8""8!/9:2&3 0)*)%-/:92&3 0)'5%'';/9-2&/0!7'7%8""8!/9:2&3 0)*)%-/:92&3 0)'5%'';/9-2&/0-46,<@# !$"$ !"1/8” = 1’-0”RESTAURANT - NORTH ELEVATION1/8” = 1’-0”RESTAURANT - EAST ELEVATION1/8” = 1’-0”RESTAURANT - WEST ELEVATION1/8” = 1’-0”RESTAURANT - SOUTH ELEVATIONMP-5FBR-2CW-1 W/ GL-22CW-1MP-3CW-1EXTERIOR BAR W/ SHUTTERFBR-1CW-1MP-3 SOFFITFBR-2CW-1 W/ GL-22CW-1FBR-1MP-3FBR-2MP-5MP-3 SOFFITCW-1FBR-1MP-5FBR-2CW-1FBR-2FBR-1CW-1 W/ GL-221234'$7( -$18$5< FEBRUARY 9, 2024 FRANCE - Edina, MN Southdale Office Center City of Edina Development Applications - Appendix B | February 9, 2024on 1 SUBDIVISION APPLICATION CASE FILE NO._____________ DATE RECEIVED_____________ FEE PAID_____________ City of Edina Planning Division 4801 West 50th Street, Edina, MN 55424 (952) 826-0369 www.EdinaMN.gov ----------------------------------------------------------------------------------------------------------------------------- FEE: $800.00 plus $100.00/Lot APPLICANT: NAME: David Bruce Little (HGA) (Signature required on back page) ADDRESS: 420 N 5th St, Suite 100, Minneapolis, MN 55401 PHONE: 612-758-4503 EMAIL: dlittle@hga.com PROPERTY OWNER: NAME: Ted Jokerst (Southdale Office Partners, LLC) (Signature required on back page) ADDRESS: 6800 France Avenue S, Suite 555, Edina, MN 55435 PHONE: 952-746-3402 LEGAL DESCRIPTION OF PROPERTY (written and electronic form): Lots 1 and 2, Block 1, Southdale East Cornelia, Hennepin County, Minnesota PROPERTY ADDRESS: 6600-6800 France Avenue S, Edina MN 55435 PRESENT ZONING: PUD (Resolution No. 2017-47) P.I.D.# 3002824410046 EXPLANATION OF REQUEST: Owner is looking redevelop this 22-acre site and wishes to replace the existing 3-buildings located at 6700, 6750, and 6740 France Avenue South with a 3-story, 107,000 gross square feet area (GFA) medical office building, a 8,800 SF Restaurant, and a phased 4-story parking ramp (2 stories initially) and other site improvements. In addition to this subdivision application, a site plan application, variance application and preliminary rezoning application will be submitted. This request is to subdivide the existing 22-acre tract into four separate parcels as illustrated in the development application. (Use reverse side or additional pages if necessary) 2 ARCHITECT: NAME: David Bruce Little (HGA) PHONE: 612-758-4503 EMAIL: dlittle@hga.com SURVEYOR: NAME: Arlee Carlson (Sunde) PHONE: 952-886-3118 EMAIL: arlee.carlson@sunde.com Application Requirements: Unless waived by the Planning Department, you must complete fill of the following items with this application. An incomplete application will not be accepted. Please see the definitions section for descriptions of the terms for measurements that need to be submitted, such as mean and median. If you have any questions about these terms or any of the requirements listed here please contact the planning department. Application fee (not refundable). Make check payable to “City of Edina.” One (1) full size, scaled drawings, one (1) electronic copy, (5) 11 x 17 drawings of the following drawings or plans. Additional copies will be required after Commission review if changes are made to the plat prior to the hearing before City Council. All plans must be collated. Preliminary plat with proposed lot dimensions, acreages, easements, building pads, and driveways. Tree plan: the number and location of over-story trees then existing on the property proposed to be disturbed by public or private improvements, having a diameter of six inches or more as to deciduous trees, and having a height of six feet or more as to coniferous trees. Grading plan with existing and proposed two-foot contours, including an outline of a proposed building pad on new lot(s). Grading, drainage, erosion control and stormwater management plan. Grading plan must include existing and proposed two-foot contours, and location and size of pipes and water storage areas. The grading and erosion control plan along with a stormwater management plan must be signed by a licensed professional engineer. The stormwater management plan must detail how stormwater will be controlled to prevent damage to adjacent property and adverse impacts to the public stormwater drainage system. Detailed street and utility locations and sizes. Existing conditions drawing, showing current property lines, rights-of-way, easements, buildings, driveways on the property and on nearby lots, the paved area of adjacent streets, and wetland delineations per state and city standards. Location and size of any proposed outlets, and a conceptual plan (graphically and in writing) for future development. 3 The surveyor is required to certify that the land surveyed covers the entire parcel(s), and that there are no gaps or overlaps with adjoining parcels. A written statement describing the intended use of the property and why the city should approve your request. For developers, briefly describe your company and any similar projects your company has done. A sign erected nine days prior to initial Planning Commission meeting. Notice of Public Hearing: You are responsible for the notice for the Planning Commission meeting. Please see attached form for reference. Watershed Permits: It is the responsibility of the applicant to notify the appropriate watershed district for plan review. SUBDIVISION GUIDELINES AND PLAN APPLICATION INFORMATION: The City of Edina Planning Division encourages healthy development within the city of Edina. Although this document is meant to serve as a guide for the application process for development through the Planning Department it is by no means comprehensive. The Planning Staff recommend that you schedule a meeting to answer any questions or to discuss issues that may accompany your project. It is much easier to tackle problems early on in the process. The office number for the Planning Staff is (952) 826-0369. Application: Applications are submitted to the Planning Department. Offices are open Monday through Friday, 8 AM to 4:30 PM.* Sign: A Subdivision Plan sign must be erected on the property at least ten (10) days prior to the initial Planning Commission meeting. Please contact the Planning Department for sign information. Upon application submission, email proof of erected signage to CTeague@EdinaMN.gov and LKOlson@EdinaMN.gov Meetings and Public Hearings: Preliminary Plats are first considered by the Planning Commission at their regular monthly meetings. The Commission adopts a recommendation which is forwarded to the City Council for consideration. The Council conducts a public hearing, typically two and one-half weeks after the Commission meeting and either approves or disapproves the preliminary plat at that hearing or at a future meeting . A 3/5ths favorable vote is required for approval. Preliminary Plat approval is often accompanied by conditions which must be satisfied prior to final approval. Following preliminary approval, the applicant's surveyor prepares a final plat which is again submitted to the Council, but not the Commission, for ratification . The surveyor typically requires several weeks to complete the final plat. Any conditions imposed by the City Council at the time of preliminary plat approval must be satisfied prior to final approval. After final approval, the Mayor and City Manager sign the final plat and it is released to the applicant for recording with Hennepin County. 4 Notice of Public Hearing: Planning Staff will send notice of the City Council hearing to all property owners within 500 feet of the site ten (10) days prior to the hearing. Notice to State or County: According to Minnesota Statues all proposed plats that include lands abutting on existing or proposed state or county roadways, must be submitted to the Minnesota Commissioner of Transportation or the Hennepin County Engineer, as the case may be, for written comments prior to preliminary plat approval by the City Council. According to law, such proposed plats must be received by the State or the County at least 30 days prior to the City Council granting preliminary plat approval. *Application deadline dates are 31 days prior to the Planning Commission meeting or at the discretion of the City Planner. Due to the meeting schedule of our Planning Commission and City Council, it is apparent that proposed plats should be submitted to the State or County very early in the process in order to avoid unnecessary delays. Thus, we suggest that the applicant should forward his preliminary plat to the State or the County on or before the day the application is submitted to the City. Evidence of submission of the proposed plat to the State or County must be presented to the City. Subdivision Dedication: The City requires the dedication of a reasonable percentage of the platted land, or cash in lieu thereof, as a condition to final plat approval. More information can be provided at your request. Staff Report: Staff prepares a report and recommendation and sends it along with the application materials to the Commission in advance of the meeting. All plans, emails and written information are public information, which may be used in the staff report and distributed to the public. Recommendations: 1. Try to discuss your proposal with adjacent property owners before you submit a formal application. Any conflicts that you can resolve ahead of time will make it easier and faster for the city to process your application. 2. All plans and written information are public information, which may be used in the staff report and distributed to the public. 3. Subdivision of property may result in certain charges for the connection to the city sewer and water. Please check with the assessing department and inspection department for actual charges a. Assessing Department i. Connection Charges: Charge for use of utilities resulting from omittance from assessment process at time of 5 installation or from creating new lots through development of new plats ii. Consumers Deposit: Charge for sewer/water availability prior to installation of utilities in immediate proximity to structure. This charge may later be credited to the property when utilities are installed in area. b. Inspection Department i. Connection Charge: Charge to plumber for permit for connecting the house to the street line (based on job value) ii. SAC Charge: Sewer Availability Charge. $850.00 per unit charge to offset the metropolitan sewer charge to the City of Edina. Initiation of a Traffic Study: Generally, the following typical development and zoning applications are intended to define the need for traffic studies to be considered by the Planning Commission. A. Development approvals where an increase in trip generation is anticipated: 1. Development where housing units are added 2. Development consisting of complete demolition/redevelopment 3. Development of a site (where increasing floor space by more than 10%) B. Development or redevelopment is proposed in an area in which there has been a previous identification of a traffic problem, including but not limited to congestion or safety issues. * Please contact the Planning Division at (952) 826-0369 for further information on initiation of a traffic study. Definitions Neighborhood: All lots in the Single Dwelling Unit District as established by Section 850 of the Code that are wholly or partially within 500 feet of the perimeter of the proposed plat or subdivision except: 1. Lots used for publicly owned parks, playgrounds, athletic facilities and gold courses 2. Lots used for conditional uses as established by Chapter 32 of the Code 3. Lots separated from the proposed plat or subdivision by the right of way of either TH 100 or TH 62 If the neighborhood includes only a part of a lot, then the whole of that lot shall be included in the neighborhood. As to streets on the perimeter of the proposed plat or subdivision, the 500 feet shall be measured from the common line of the street and the proposed plat or subdivision. 6 Median: The value in an ordered set of such values below which and above which there is an equal number of values, or the arithmetic mean of the two middle values if there in no one such middle value. Lot Area: The area within the lot lines exclusive of land located below the ordinary high-water elevation of lakes, ponds, and streams. Lot Depth: The horizontal distance between the midpoint of the front lot line and the midpoint of the rear lot line. The greater frontage of a corner lot is its depth and lesser frontage is its width. Lot Width: The horizontal distance between side lot lines measured at right angles to the line establishing the lot depth at a point of 50 feet from the front lot line. Lot Width to Perimeter Ratio: The lot width divided by the perimeter of the lot. APPLICANT’S STATEMENT This application should be processed in my name, and I am the party whom the City should contact about this application. By signing this application, I certify that all fees, charges, utility bills, taxes, special assessments and other debts or obligations due to the City by me or for this property have been paid. I further certify that I am in compliance with all ordinance requirements and conditions regarding other City approvals that have been granted to me for any matter. I have completed all of the applicable filing requirements and, to the best of my knowledge, the documents and information I have submitted are true and correct. February 9, 2024 Applicant's Signature Date OWNER’S STATEMENT I am the fee title owner of the above-described property, and I agree to this application. (If a corporation or partnership is the fee title holder, attach a resolution authorizing this application on behalf of the board of directors or partnership.) February 9, 2024 Ted Jokerst, Manager of Southdale Office Partners MN LLC, Administrative Member of Southdale Office Partners LLC Owner’s Signature Date Note. Both signatures are required (if the owner is different than the applicant) before we can process the application, otherwise it is considered incomplete. 1 PRELIMINARY REZONING PERMIT APPLICATION CASE FILE NO._____________ DATE RECEIVED_____________ FEE PAID_____________ City of Edina Planning Division 4801 West 50th Street, Edina, MN 55424 (952) 826-0369 www.EdinaMN.gov ----------------------------------------------------------------------------------------------------------------------------- FEE: $1,900.00 APPLICANT: NAME: David Bruce Little (HGA) (Signature required on back page) ADDRESS: 420 N 5th St, Suite 100, Minneapolis, MN 55401 PHONE: 612-758-4503 EMAIL: dlittle@hga.com PROPERTY OWNER: NAME: Ted Jokerst (Southdale Office Partners, LLC) (Signature required on back page) ADDRESS: 6800 France Avenue S, Suite 555, Edina, MN 55435 PHONE: 952-746-3402 LEGAL DESCRIPTION OF PROPERTY (written and electronic form): Lots 1 and 2, Block 1, Southdale East Cornelia, Hennepin County, Minnesota PROPERTY ADDRESS: 6600-6800 France Avenue S, Edina MN 55435 (main parcel) 6868 France Avenue S, Edina MN 55435 (Bank of America parcel) PRESENT ZONING: PUD (Res No. 2017-47) P.I.D.# 3002824410046 (main parcel) 3002824440060 (Bank of America parcel) EXPLANATION OF REQUEST: Owner is looking redevelop this 22-acre site and wishes to replace the existing 3-buildings located at 6700, 6750, and 6740 France Avenue South with a 3-story, 107,000 gross square feet area (GFA) medical office building, a 8,800 SF Restaurant, and a phased 4-story parking ramp (2 stories initially) and other site improvements. In addition to this preliminary rezoning permit application, a site plan application, variance application and subdivision application will be submitted. This request is to rezone the 22-acre property from PUD to PCD-3, which is a zoning designation that reflects the original commercial zoning intent and designation, consistent with adjacent uses and zoning designations. The PCD-3 designation respects the existing buildings and uses and is consistent with the proposed project, allowing for uses and density desired by Southdale Area Design Guidelines and the immediate neighborhoods – both now and for potential future development. (Use reverse side or additional pages if necessary) 2 ARCHITECT: NAME: David Bruce Little (HGA) PHONE: 612-758-4503 EMAIL: dlittle@hga.com SURVEYOR: NAME: Arlee Carlson (Sunde) PHONE: 952-886-3118 EMAIL: arlee.carlson@sunde.com Detailed Requirements: Unless waived by the Planning Department, you must complete all of the following items with this application. An incomplete application will not be accepted. Application fee (not refundable). Make check payable to “City of Edina.” One (1) large scalable copy, one (1) electronic copy, and Five (5) 11X17 copies of the following drawings or plans: Site plans with dimensions. The plan must include the location, dimensions and other pertinent information as to all proposed and existing buildings, structures and other improvements, streets, alleys, driveways, parking areas, loading areas and sidewalks. Floor plan showing location, arrangement and floor area of existing and proposed uses. Landscape plan and schedule in accordance with Chapter 36. Elevation drawings of all new buildings or additions and enlargements to existing buildings including a description of existing and proposed exterior building materials. Registered survey showing existing and proposed structures, lot lines, pertinent dimensions, lot acreages and wetland delineation per the Wetland Conservation Act and City standards. Grading, drainage, erosion control and stormwater management plan. Grading plan must include existing and proposed two-foot contours, and location and size of pipes and water storage areas. The grading and erosion control plan along with a stormwater management plan must be signed by a licensed professional engineer. The stormwater management plan must detail how stormwater will be controlled to prevent damage to adjacent property and adverse impacts to the public stormwater drainage system. Detailed street and utility locations and sizes. All drawings must be to scale with pertinent dimensions shown. Fold jumbo plans in sets no larger than 8 ½" by 14" and with the print side facing out all plans must be collated. An application for a Preliminary Development Plan is required for all rezonings. Photograph(s) showing location of proposal and its relationship to the site and existing buildings. Samples or photographs of building materials. 3 A written statement describing the intended use of the property and why the City should approve your request. Include a brief description of your company and any similar projects your company has done. Stake the location in the field of wetland boundaries, proposed buildings and lot lines. Five (5) copies of computer-generated, photo-realistic, color illustration(s) of the building. (8 ½” x 11.”). The Rezoning Permit Application shall be in form and substance acceptable to the Planner. REZONING PERMIT GUIDELINES AND PLAN APPLICATION INFORMATION: The City of Edina Planning Department encourages healthy development within the city of Edina. Although this document is meant to serve as a guide for the application process for development through the Planning Department it is by no means comprehensive. The Planning Staff recommend that you schedule a meeting to answer any questions or to discuss issues that may accompany your project. It is much easier to tackle problems early in the process. The office number for the Planning Staff is (952) 826-0369. Application: Applications are submitted to the Planning Department. Offices are open Monday through Friday, 8 AM to 4:30 PM.* Sign: The petitioner shall erect, or cause to be erected, at least one sign per street frontage on land described in the petition. Refer to City Code/Zoning Ordinance for specifics. Upon application submission, email proof of erected signage to CTeague@EdinaMN.gov and LKOlson@EdinaMN.gov Notice of Public Hearing: Notice of the Planning Commission and City Council hearing is mailed to all property owners (of record at City Hall) that are located within 1000 feet of the site. Notice is mailed ten (10) days prior to the hearing. You are encouraged to contact adjacent or close owners and advise them of your proposal prior to the Planning Commission meeting. Meetings and Public Hearings: Applications are first considered by the Planning Commission at their regular monthly meeting. (Generally the second and fourth Wednesday of each month.) The Commission holds a public hearing and adopts a recommendation which is forwarded to the City Council for consideration. Applications for Rezoning require two hearings – preliminary and final – before both the Planning Commission and City Council. A 3/5th favorable vote is required for approval. A 4/5th favorable vote is required for residential rezoning. Staff Report: Staff prepares a report and recommendation and sends it along with the application materials to the Commission in advance of the meeting. All plans, emails and written information are public information, which may be used in the staff report and distributed to the public. Conditions and Restrictions: The Council may impose conditions and restrictions in connection with the Rezoning to protect the public interest. *Application deadline dates are 31 days prior to the Planning Commission meeting or at the discretion of the City Planner. Initiation of a Traffic Study: 4 Generally, the following typical development and zoning applications are intended to define the need for traffic studies to be considered by the Planning Commission. A. Development approvals where an increase in trip generation is anticipated: 1. Development where housing units are added 2. Development consisting of complete demolition/redevelopment 3. Development of a site (where increasing floor space by more than 10%) B. Development or redevelopment is proposed in an area in which there has been a previous identification of a traffic problem, including but not limited to congestion or safety issues. * Please contact the Planning Department at (952) 826-0369 for further information on initiation of a traffic study. The cost of the traffic study is paid for by the applicant. 5 APPLICANT’S STATEMENT This application should be processed in my name, and I am the party whom the City should contact about this application. By signing this application, I certify that all fees, charges, utility bills, taxes, special assessments and other debts or obligations due to the City by me or for this property have been paid. I further certify that I am in compliance with all ordinance requirements and conditions regarding other City approvals that have been granted to me for any matter. I have completed all of the applicable filing requirements and, to the best of my knowledge, the documents and information I have submitted are true and correct. February 9, 2024 Applicant's Signature Date OWNER’S STATEMENT I am the fee title owner of the above-described property, and I agree to this application. (If a corporation or partnership is the fee title holder, attach a resolution authorizing this application on behalf of the board of directors or partnership.) February 9, 2024 Ted Jokerst, Manager of Southdale Office Partners MN LLC, Administrative Member of Southdale Office Partners LLC Owner’s Signature Date Note. Both signatures are required (if the owner is different than the applicant) before we can process the application, otherwise it is considered incomplete. SITE PLAN APPLICATION CASE FILE NO._____________ DATE RECEIVED_____________ FEE PAID_____________ City of Edina Planning Division 4801 West 50th Street, Edina, MN 55424 (952) 826-0369 www.EdinaMN.gov ----------------------------------------------------------------------------------------------------------------------------- FEE: $950.00 APPLICANT: NAME: David Bruce Little (HGA) (Signature required on back page) ADDRESS: 420 N 5th St, Suite 100, Minneapolis, MN 55401 PHONE: 612-758-4503 EMAIL: dlittle@hga.com PROPERTY OWNER: NAME: Ted Jokerst (Southdale Office Partners, LLC) (Signature required on back page) ADDRESS: 6800 France Avenue S, Suite 555, Edina, MN 55435 PHONE: 952-746-3402 LEGAL DESCRIPTION OF PROPERTY (written and electronic form): Lots 1 and 2, Block 1, Southdale East Cornelia, Hennepin County, Minnesota PROPERTY ADDRESS: 6600-6800 France Avenue S, Edina MN 55435 PRESENT ZONING: PUD (Resolution No. 2017-47) P.I.D.# 3002824410046 EXPLANATION OF REQUEST: Owner is looking redevelop this 22-acre site and wishes to replace the existing 3-buildings located at 6700, 6750, and 6740 France Avenue South with a 3-story, 107,000 gross square feet area (GFA) medical office building, a 8,800 SF Restaurant, and a phased 4-story parking ramp (2 stories initially) and other site improvements. In addition to this site plan application, a preliminary rezoning permit application, variance application and subdivision application will be submitted. (Use reverse side or additional pages if necessary) ARCHITECT: NAME: David Bruce Little (HGA) PHONE: 612-758-4503 EMAIL: dlittle@hga.com SURVEYOR: NAME: Arlee Carlson (Sunde) PHONE: 952-886-3118 EMAIL: arlee.carlson@sunde.com 2 Detailed Requirements: Unless waived by the Planning Department, you must complete all the following items with this application. An incomplete application will not be accepted. Application fee (not refundable). Make check payable to “City of Edina.” One (1) large scalable copy, one (1) electronic copy, and Five (5) 11X17 copies for Commission and Council members, of the following drawings or plans: all plans must be collated. Site plans with dimensions. The plan must include the location, dimensions and other pertinent information as to all proposed and existing buildings, structures and other improvements, streets, alleys, driveways, parking areas, loading areas and sidewalks. Changes to site plans that are made after City Council approval, require an amended Site Plan. Changes require a public hearing to be held by both the Planning Commission and City Council. The changes from the approved plan must be specifically listed by the builder or architect. Landscape plan and schedule in accordance with Sec. 36-1436 through Sec. 36-1457 of the City Code. Changes to landscape plans that are made after City Council approval, require an amended Site Plan. Amended Site Plans require a public hearing to be held by both the Planning Commission and City Council. The changes from the approved plan must be specifically listed by the builder or architect. ___ A Building material sample board that shows the type of building materials that will be used on the building, including the selection of colors. Any changes to building materials or color that are made after City Council approval require an amended Site Plan. Amended Site Plans require a public hearing to be held by both the Planning Commission and City Council. The changes from the approved plan must be specifically listed by the builder or architect. Elevation drawings of all new buildings or additions and enlargements to existing buildings including a description of existing and proposed exterior building materials. Any changes to the elevation drawings that are made after City Council approval require an amended Site Plan. Amended Site Plans require a public hearing to be held by both the Planning Commission and City Council. The changes from the approved plan must be specifically listed by the builder or architect. Registered survey showing existing and proposed structures, lot lines, pertinent dimensions, lot acreages and wetland delineation per the Wetland Conservation Act and City standards. Grading, drainage, erosion control and stormwater management plan. Grading plan must include existing and proposed two-foot contours, and location and size of pipes and water storage areas. The grading and erosion control plan along with a stormwater management plan must be signed by a licensed professional engineer. The stormwater management plan must detail how stormwater will be controlled to prevent damage to adjacent property and adverse impacts to the public stormwater drainage system. Detailed street and utility locations and sizes. 3 Floor plan showing location, arrangement and floor area of existing and proposed uses. All drawings must be to scale with pertinent dimensions shown. Collated. Fold jumbo plans in sets no larger than 8 ½" by 14" and with the print side facing out. Photograph(s) showing location of proposal and its relationship to the site and existing buildings. Samples or photographs of building materials. A written statement describing the intended use of the property and why the City should approve your request. Include a brief description of your company and any similar projects your company has done. Stake the location in the field of wetland boundaries, proposed buildings and lot lines. Computer-generated, photo-realistic, color illustration(s) of the building (8 ½” x 11”) The Site Plan shall be in form and substance acceptable to the Planner. SITE PLAN APPLICATION INFORMATION: The City of Edina Planning Division encourages healthy development within the city of Edina. Although this document is meant to serve as a guide for the application process for development through the Planning Department it is by no means comprehensive. The Planning Staff recommend that you schedule a meeting to answer any questions or to discuss issues that may accompany your project. It is much easier to tackle problems early on in the process. The office number for the Planning Staff is (952) 826- 0369. Application: Applications are submitted to the Planning Department. Offices are open Monday through Friday, 8 AM to 4:30 PM.* Notice of Public Hearing: Notice of the Planning Commission and City Council hearing is mailed to all property owners (of record at City Hall) that are located within 1000 feet of the site. Notice is mailed ten (10) days prior to the hearing. You are encouraged to contact adjacent or close owners and advise them of your proposal prior to the Planning Commission meeting. Sign: The petitioner shall erect, or cause to be erected, at least one sign per street frontage on land described in the petition. Refer to City Code/Zoning Ordinance for specifics. *Application deadline dates are 31 days prior to the Planning Commission meeting or at the discretion of the City Planner. Meetings and Public Hearings: Applications are first considered by the Planning Commission at their regular monthly meeting. (Generally, the second and fourth Wednesday of each month.) The Commission holds a public hearing and adopts a recommendation which is forwarded to the City Council for consideration. Site Plan proposals are usually heard once by both the Commission and Council unless otherwise directed. Staff Report: Staff prepares a report and recommendation and sends it along with the application materials to the Commission in advance of the meeting. All plans, emails and written information are public information, which may be used in the staff report and distributed to the public. 4 Conditions and Restrictions: The Council may impose conditions and restrictions in connection with a Rezoning to protect the public interest. Initiation of a Traffic Study: Generally, the following typical development and zoning applications are intended to define the need for traffic studies to be considered by the Planning Commission. A. Development approvals where an increase in trip generation is anticipated: 1. Development where housing units are added 2. Development consisting of complete demolition/redevelopment 3. Development of a site (where increasing floor space by more than 10%) B. Development or redevelopment is proposed in an area in which there has been a previous identification of a traffic problem, including but not limited to congestion or safety issues. * Please contact the Planning Department at (952) 826-0369 for further information on initiation of a traffic study. The cost of the traffic study is paid for by the applicant. APPLICANT’S STATEMENT This application should be processed in my name, and I am the party whom the City should contact about this application. By signing this application, I certify that all fees, charges, utility bills, taxes, special assessments and other debts or obligations due to the City by me or for this property have been paid. I further certify that I am in compliance with all ordinance requirements and conditions regarding other City approvals that have been granted to me for any matter. I have completed all of the applicable filing requirements and, to the best of my knowledge, the documents and information I have submitted are true and correct. February 9, 2024 Applicant's Signature Date OWNER’S STATEMENT I am the fee title owner of the above-described property, and I agree to this application. (If a corporation or partnership is the fee title holder, attach a resolution authorizing this application on behalf of the board of directors or partnership.) February 9, 2024 Ted Jokerst, Manager of Southdale Office Partners MN LLC, Administrative Member of Southdale Office Partners LLC Owner’s Signature Date Note. Both signatures are required (if the owner is different than the applicant) before we can process the application, otherwise it is considered incomplete. VARIANCE APPLICATION CASE FILE NO._____________ DATE RECEIVED_____________ FEE PAID_____________ City of Edina Planning Division 4801 West 50th Street, Edina, MN 55424 (952) 826-0369 www.EdinaMN.gov ----------------------------------------------------------------------------------------------------------------- FEE: RES - $550.00 NON-RES - $800.00 APPLICANT: NAME: David Bruce Little (HGA) (Signature required on back page) ADDRESS: 420 N 5th St, Suite 100, Minneapolis, MN 55401 PHONE: 612-758-4503 EMAIL: dlittle@hga.com PROPERTY OWNER: NAME: Ted Jokerst (Southdale Office Partners, LLC) (Signature required on back page) ADDRESS: 6700 France Avenue S, Suite 555, Edina, MN 55435 PHONE: 952-746-3402 LEGAL DESCRIPTION OF PROPERTY (written and electronic form): Lots 1 and 2, Block 1, Southdale East Cornelia, Hennepin County, Minnesota PROPERTY ADDRESS: 6700 France Avenue S, Edina MN 55435 PRESENT ZONING: PUD (Resolution No. 2017-47) P.I.D.# 3002824410046 EXPLANATION OF REQUEST: Owner is looking redevelop this 22-acre site and wishes to replace the existing 3-buildings located at 6700, 6750, and 6740 France Avenue South with a 3-story, 107,000 gross square feet area (GFA) medical office building, a 8,800 SF Restaurant, and a phased 4-story parking ramp (2 stories initially) and other site improvements. In addition to this variance application, a site plan application, subdivision application and preliminary rezoning application will be submitted. The variances sought as a part of this application pertain to the new medical office building (MOB) as well as the Restaurant and include the following: A) West Facade Transparency: Requirement - Per Sec. 36-618. Special requirements (11) a. “All new front building façades in the district that face the public realm must have 75 percent transparency (ability to see inside the building) at the ground level.” 2 Variance Proposed - the west façade of the MOB facing Valley View Rd to have 39% transparency due to the large setback from Valley View and obstructions from the existing trees and new parking ramp limiting views into the ground level. B) Floor-to-Floor Height: Requirement - Per Sec. 36-618. Special requirements (11) d. “First floors must have a minimum ceiling height of 20 feet.” Variance Proposed - MOB to have floor-to-floor height of 20 feet, with ceilings less than 20 feet and more appropriate to the needs of a MOB. The Restaurant to have floor to top- of-parapet height of 18 feet, with ceilings less than 20 feet. C) Building Height: Requirement - Overlay District: “HOD-4, shall not exceed 4 stories or 48 feet, whichever is less” Variance Proposed - new MOB to be 3 stories and 52 feet tall. This height is 8 feet lower than the existing 6600 Building and 36.5 feet lower than 6800 Building. (Use reverse side or additional pages if necessary) ARCHITECT: NAME: David Bruce Little (HGA) PHONE: 612-758-4503 EMAIL: dlittle@hga.com SURVEYOR: NAME: Arlee Carlson (Sunde) PHONE: 952-886-3118 EMAIL: arlee.carlson@sunde.com Minnesota Statues and Edina Ordinances require that the following conditions must be satisfied affirmatively. Please fully explain your answers using additional sheets of paper as necessary. The Proposed Variances will: YES NO Relieve practical difficulties in complying with the zoning ordinance and that the use is reasonable A) The requirement for a 75% transparent Ground Level along the west façade of the MOB does not align with the energy consumption goals for this project nor is it conducive to the privacy concerns inherent to a medical office building, particularly examination and waiting rooms. Reducing the transparency from 75% to 39% along the west façade of the MOB will provide a level of transparency more appropriate to the use of the building. The Ground Level along the east façade of the MOB will be at least 75% transparent. B) The requirement for a minimum Ground Level ceiling height of 20 feet is not conducive to the interior design requirements of a medical office building, particularly with its need for a high number of enclosed examination rooms with small footprints. Similarly, it is not conducive to the interior design requirements of a restaurant given the need for more intimate, human-scaled nature of this use type. Designing the floor-to-floor height to be 20 feet rather than the floor- to-ceiling height, is higher than normal for such a use and will continue to lend greater prominence to the building’s Ground Level. C) The requirement for the MOB to not exceed 48 feet is incongruous with the City’s desire for a higher-than normal Ground Level, even when the proposed building is only three stories tall, X 3 one less than the requirement’s four-story maximum. The proposed height of 52 feet is slightly higher than the 48 feet maximum but is a better dimension to balance the goals of the zoning district with the needs of anything more than a two-story structure, which is not the number of stories intended by this requirement. Correct extraordinary circumstances applicable to this property but not applicable to other property in the vicinity or zoning district A) Due to the MOB’s large setback from Valley View Road and obstructions caused by existing trees and a new parking ramp limiting views into the Ground Level, any benefits of a 75% transparent Ground Level along the west facade are less impactful at this location. As stated above, such a high percentage of Ground Level transparency along the west façade is more of a detriment than a benefit to this building and the patients who will use it. B) The requirement for a minimum Ground Level ceiling height of 20 feet is focused on corporate office buildings, retail spaces and other building uses that can accommodate open floor planning. This runs counter to this project’s intended medical office and restaurant uses, where such high ceilings will make smaller examination rooms and dining spaces feel out of scale and experientially uncomfortable/unnerving. C) Being 8 feet lower than the existing 6600 Building and 36.5 feet lower than the existing 6800 Building, the proposed height of this medical office building (52 feet) is still well below that of adjacent structures. It’s distance form Valley View Road and 66th Street ensure that there will be no shadow footprint concerns to residential neighbors. Given the height of the adjacent existing-to-remain buildings, this property is unique in being able to accommodate a new building only 4 feet higher than the zoning requirement without feeling out of place. Be in harmony with the general purposes and intent of the zoning ordinance A) The Ground Level east façade of the MOB, which is closer to France Avenue, is designed to be 75% transparent to be harmonious with the commercial properties on this side of the site. The Ground Level west façade of the MOB, which is further from Valley View Road, is designed to be 39% transparent to be harmonious with the residential properties on that on this side of the site. B) Designing the floor-to-floor height to be 20 feet rather than the floor-to-ceiling height, is still higher than normal for such uses and will continue to lend greater prominence to the buildings’ Ground Levels. C) Given the medical office building’s distance to residential neighbors and shorter height in comparison to adjacent buildings, this proposed building height is in alignment with the overall goals of the zoning requirement. Not alter the essential Character of a neighborhood A) The Ground Level west façade of the MOB, which faces Valley View Road, will be largely obscured by the existing trees and new parking structure. This variance in transparency will not alter nor diminish the character of the neighborhood. B) Designing the floor-to-floor height to be 20 feet rather than the floor-to-ceiling height is higher than the Ground Level of either adjacent office building on the site. With a higher-than-normal Ground Level, this medical office building and restaurant design will not alter nor diminish the character of the neighborhood. X X X 4 C) Given the medical office building’s distance to residential neighbors and shorter height in comparison to adjacent buildings, this proposed building height will not alter nor diminish the character of the neighborhood. Detailed Application Requirements: Unless waived by the Planning Department, you must complete all of the following items with this application. An incomplete application will not be accepted. ___ Completed and signed application form. ___ Application fee (no t refundable). Make check payable to “City of Edina.” ___ One (1) Copy of drawings to scale. ___ Five (5) 11x17 copies of drawings, including elevations and survey, photographs and other information to explain and support the application. Copies must be collated. ___ A current survey is required. Please refer to “Exhibit A.” ___ Grading, drainage, erosion control and stormwater management plan. Grading plan must include existing and proposed two-foot contours, and location and size of pipes and water storage areas. The grading and erosion control plan along with a stormwater management plan must be signed by a licensed professional engineer. The stormwater management plan must detail how stormwater will be controlled to prevent damage to adjacent property and adverse impacts to the public stormwater drainage system. ___ Tree Protection Plan required per Ordinance No. 2014.25 (Tree Survey Required) ___ Variance requests require scale drawings to explain and document the proposal. The drawings are not required to be prepared by a professional, but must be neat, accurate and drawn to an acceptable scale. The drawings may vary with the proposal, but should include a site plan, floor plans and elevations of the sides of the building which are affected by the variance. Elevation drawings of all new buildings or additions and enlargements to existing buildings including a description of existing and proposed exterior building materials. For single-family home projects, elevations drawings must include a rendering of the proposed home AND the existing homes on either side as seen from the street. VARIANCE GUIDELINES AND APPLICATION INFORMATION The City of Edina Planning Division encourages healthy development within the city of Edina. Although this document is meant to serve as a guide for the application process for development through the Planning Department it is by no means comprehensive. The Planning Staff recommend that you schedule a meeting to answer any questions or to discuss issues that may accompany your project. It is much easier to tackle problems early on in the process. The office number for the Planning Staff is (952) 826- 0369. Variance Information The Edina Planning Commission has been established to consider exceptions (variances) from the Land Use, Platting and Zoning Ordinance (Chapter 36), the Antenna Ordinance (Chapter 34), the Sign Ordinance (Chapter 36) and the Parking and Storage of Vehicles and Equipment Ordinance (Chapter 26). 5 The variance procedure is a “safety valve” to handle the unusual circumstances that could not be anticipated by these ordinances. The Commission is charged to only grant a petition for a variance if it finds: 1. That strict enforcement of the ordinance would cause practical difficulties because of circumstances unique to the petitioner’s property 2. That the granting of the variance is in keeping with the spirit and intent of the ordinance. 3. Would not alter the essential character of the neighborhood. “Practical Difficulties” means that: 1. The property in question cannot put to a reasonable use as allowed by the ordinance 2. The plight of the petitioner is due to circumstances unique to his/her property which were not created by the petitioner 3. The variance, if granted, will not alter the essential character of the property or its surroundings. **Economic considerations alone shall not constitute an undue hardship if reasonable use for the petitioner’s property exists under the terms of the ordinance. Application: Applications are submitted to the Planning Department. Offices are open Monday through Friday, 8 AM to 4:30 PM. Deadlines for Applications: Applications need to be submitted at least thirty days before the meeting. This allows the City of Edina time to notify surrounding property owners of the date of the hearing and details of the variance. It is helpful to submit the application as soon as possible to secure an early hearing position. Notice of Public Hearing: Notice is mailed to all property owners (of record at City Hall) that are located within 200 feet of the site. Notice is mailed ten (10) days prior to the hearing. You are encouraged to contact adjacent or close owners and advise them of your proposal prior to the notice of the hearing. You may wish to provide statements of “no objection to the variance” from the nearby property owners. Meetings and Public Hearings: Meetings of the Planning Commission are scheduled on the second and fourth Wednesday of each month. The meetings are held at 7:00 pm in the Edina City Hall Council Chambers, 4801 West 50th Street. Each meeting is limited to five variance cases on a first come, first serve basis. Additional requests are delayed until subsequent meetings. Meetings are formal public hearings with a staff report, comments from the proponent and comments from the audience. It is important the owner or a representative attend the meeting to answer questions. Staff Report: After review of the drawings submitted and a visit to the site staff prepares a report. This report, along with any supporting drawings and materials, are sent to the Zoning Board in advance of the meetings. Board members may visit the site before the meeting. All plans, emails and written information are public information, and may be used in the staff report and distributed to the public. Board Membership: The Planning Commission serves as the Zoning Board. Five members are required for a quorum. Decisions by the Planning Commission: The Planning Commission may approve, deny or amend the variance request and establish conditions to ensure compliance or protect surrounding property owners. The Planning Commission generally makes a decision at the scheduled hearing. Occasionally, however, a continuance to another meeting may be necessary. 6 Appeals: Decisions of the Planning Commission are final unless appealed to the City Council in writing within 10 days. The proponents, any owner receiving notice of the hearing or the staff may appeal decisions. Appeals are rare and they can be time consuming because a new hearing is required before the full City Council. Appeals must be filed with the City Clerk. APPLICANT’S STATEMENT This application should be processed in my name, and I am the party whom the City should contact about this application. By signing this application, I certify that all fees, charges, utility bills, taxes, special assessments and other debts or obligations due to the City by me or for this property have been paid. I further certify that I am in compliance with all ordinance requirements and conditions regarding other City approvals that have been granted to me for any matter. I have completed all of the applicable filing requirements and, to the best of my knowledge, the documents and information I have submitted are true and correct. February 9, 2024 Applicant's Signature Date OWNER’S STATEMENT I am the fee title owner of the above-described property, and I agree to this application. (If a corporation or partnership is the fee title holder, attach a resolution authorizing this application on behalf of the board of directors or partnership.) February 9, 2024 Ted Jokerst, Manager of Southdale Office Partners MN LLC, Administrative Member of Southdale Office Partners LLC Owner’s Signature Date Note. Both signatures are required (if the owner is different than the applicant) before we can process the application, otherwise it is considered incomplete. Stormwater Management Plan OnFrance Medical Office Building Edina, MN City of Edina Prepared for: Wildamere Capital Management Olympus Ventures 6600 and 6800 France Avenue Edina, MN 55420 Prepared by: Kimley-Horn 767 Eustis Street, Suite 100 St. Paul, MN 55114 Contact: Thomas Lincoln, P.E. Prepared On: 02/09/2024 OnFrance MOB- Stormwater Report Page 3 Edina, MN Table of Contents 1.0 Introduction ........................................................................................... 4 2.0 Pre-development Conditions ................................................................... 4 3.0 Post-development Conditions ................................................................. 5 4.0 Flooding Storage Volume Summary ......................................................... 6 5.0 Rate Attenuation Summary ..................................................................... 7 6.0 Infiltration/Volume Control Summary ..................................................... 7 7.0 Water Quality Summary ......................................................................... 8 Exhibits ........................................................................................................... 9 Exhibit 1. Existing Drainage Exhibit................................................................................................. 10 Exhibit 2. Proposed Drainage Exhibit .............................................................................................. 11 Appendices ................................................................................................... 12 Appendix 1. Pre-Development HydroCAD Model Analysis .............................................................. 13 Appendix 2. Post-Development HydroCAD Model Analysis ............................................................. 14 Appendix 3. Geotechnical Report ................................................................................................... 15 Appendix 4. Grading and Drainage Plan and Drainage Details......................................................... 16 Appendix 5. Existing Flooding Exhibit ............................................................................................. 17 Appendix 6. MIDS Summary ........................................................................................................... 18 OnFrance MOB- Stormwater Report Page 4 Edina, MN 1.0 Introduction Wildamere and Olympus Ventures proposes to redevelop a portion of an existing office park located between the crossroads of France Avenue, Valley View Road, and 66th Street in Edina, MN. The site currently consists of a 6-story office tower (6600 France), a 7-story office tower (6800 France), two three story office building (6700 and 6750 France), a one-story restaurant (6740 France), a Bank of America building, and approximately 12.85 acres of surface parking and drive aisles. The project will demolish 6700, 6740, and 6750 France Avenue as well as surface parking around these buildings. The proposed development includes a 3-story Medical Office Building, a parking ramp, a restaurant, and associated surface parking on the east side of the project. The stormwater management system for this project will also provide treatment to account for the impervious area disturbed during the OnFrance 6800 Patio Expansion project. The Bank of America was developed in 2016 with its own stormwater management plan. This development will not increase the stormwater drainage to that site. This Stormwater Management Report addresses the design and construction of the proposed development. Kimley-Horn and Associates, Inc. (Kimley-Horn) has analyzed the existing and proposed drainage conditions of the Site and within this report provides computations for all applicable Nine Mile Creek Watershed District (NMCWD) stormwater requirements. The analysis of the existing and proposed drainage systems was completed with the assistance of HydroCAD, Version 10, a computer aided design system for modeling the hydrology and hydraulics of stormwater runoff. These calculations are largely based on the hydrology techniques developed by the Soil Conservation Service (SCS/NRCS), combined with other hydrology and hydraulics calculations. For a given rainfall event, these techniques are used to generate hydrographs throughout a watershed. Atlas 14 precipitation frequency data (PFD) was used as a basis for the design frequency events, with PDF retrieved from the nearest weather station for the project. 2.0 Pre-development Conditions The project site is currently a mix of office building and large amounts of surface parking. Site generated runoff surface drains West into three separate areas into Valley View Road storm sewer and ultimately to Lake Cornelia. The total drainage area of the site is 21.68 acres. Approximately 6.78 acres drains to an existing catch basin located in the southwestern portion of the site (NC 112). Approximately 2.88 acres drains to an existing catch basin located in the far western part of the site (NC 141). The remaining 11.87 acres drains to a 21” pipe in the northwest corner of the site (NC 113). No detention or treatment is provided in the existing condition. Existing drainage areas are provided in the HydroCAD analysis as an appendix to this report. The existing condition map is shown in the Appendices. OnFrance MOB- Stormwater Report Page 5 Edina, MN Geotechnical Evaluation was performed by Haugo Geotechnical Services. Soil borings show mostly poorly graded sand with silt and poorly graded sand. Groundwater was encountered in one boring at 30 feet below elevation, but otherwise was not recorded in the geotechnical investigation. A summary of the pervious and impervious coverage for existing conditions is included below: ·Total Drainage Area = 21.68 acres o Existing Pervious Area = 5.90 acres (27.2%) o Existing Impervious Area = 15.78 acres (72.8%) 3.0 Post-development Conditions Proposed development impacts 6.903 acres (4.798 acres impervious) of the property, which includes the OnFrance 6800 Patio Expansion project that was constructed at the end of 2023. The vast majority of the new and reconstructed impervious areas will be collected via catch basins and roof drains and will be routed to underground detention systems where the water will be allowed to infiltrate into the ground. An infiltration stormwater pond will be constructed on the north side of the Medical Office Building in order to treat the building roof water. The overflow from this pond will be routed to the storm sewer network. Based on the 4.798 acres of impervious area within the limits of construction, the required infiltration volume for this development is 19,156 cubic feet. The stormwater infiltration pond and the underground detention systems allow for 25,544 cubic feet of infiltration storage. The stormwater pond and underground detention systems are oversized to facilitate stormwater movement during heavy rain events in order to meet rate control requirements. When reviewing the drainage areas from the existing to the proposed conditions, the V-DA-3 drainage area, which drains to the west catch basin, takes on drainage area from V-DA-2 and V-DA-4. See the Proposed Drainage Map for this delineation. A summary of the pervious and impervious coverage for proposed conditions is included below. ·Total Drainage Area = 21.68 acres ·Total Disturbed Area = 6.903 acres o Proposed Pervious Area = 2.105 acres (30.5%) o Proposed Impervious Area = 4.798 acres (69.5%) o Proposed Improvements within the ROW = 0.22 acres (3.2%) OnFrance MOB- Stormwater Report Page 6 Edina, MN 4.0 Flooding Storage Volume Summary A technical memorandum provided by Barr Engineering dated February 28, 2017, contains 100-year flood elevations and volumes for the site. The flood elevations and flood storage volumes for the site can be found in Table 1 below as well as Figure 1. Table 1: Existing Flood Storage Drainage Area Flood Storage NC 112 (870.50)1.62 ac-ft (70,567 CF) NC 141 (869.90)0.37 ac-ft (16,117 CF) NC 113 (868.90)3.21 ac-ft (139,828 CF) Total 5.20 ac-ft (226,512 CF) Figure 1: Existing Flood Storage Based on previous analysis of this site, the proposed development will maintain the flood storage that is impacted within the project limits. The proposed development will only impact the west central flooding region, NC 141. From a review of the existing conditions, it is most likely this flooding is caused by surcharged pipes in Valley View Road, leading to water pooling above the west central inlet on the project property. LOCATION OF WEST CENTRAL INLET OnFrance MOB- Stormwater Report Page 7 Edina, MN A parking ramp with an entry elevation of 868.00’ is to be constructed in the vicinity of this flood storage region. Site grading will be used to protect the parking ramp and to maintain the flooding storage boundaries. A grading “ridge” at elevation 870.0 will be constructed which will wrap around the entrance to the parking ramp. This grading ridge and the construction of the ramp will reduce the footprint and storage of the flooding area by approximately 2,330 sq ft and 2,110 cf, respectively. This loss of storage will be mitigated in two ways. First, a depression will be graded within the boundaries of the localized flooding. A storm sewer inlet will be placed in the bottom of this depression at an elevation of 865.5’ to act as a relief for surcharged pipes in Valley View Road. The depression will have 5,562 cf of storage before flood water starts to expel through other inlets on the site. Second, the underground detention has an additional 9,159 cf of storage above the infiltration elevation and will act as additional storage prior to surcharging of the stormwater pipes on the project site. 5.0 Rate Attenuation Summary Per NMWCD rules, the runoff from the 2-, 10-, and 100-year storm events must be reduced in the post- developed condition. This rate attenuation will be achieved through the construction of underground detention systems. The runoff to the north and south sides of the site will be reduced due to the decrease in drainage area going to those areas. The runoff to the west side of the site will increase due to the increase in drainage area. Therefore, in order to get a complete understanding of the runoff from the site, the entire site must be considered as opposed to just analyzing the disturbed area. The proposed development achieves this requirement as outlined in the table below. Table 2: Rate Attenuation 6.0 Infiltration/Volume Control Summary Per the NMCWD rules, 1.1” of runoff from the new and improved impervious surfaces must be captured for infiltration. Total Infiltration required = 19,156 cubic feet Total Infiltration supplied = 24,544 cubic feet 2 Year (2.86 in.) 10 Year (4.27 in.) 100 Year (7.49 in.) Rate Attenuation Summary – Total Outfall Pre-Development Rate (CFS)56.41 96.97 190.27 Post-Development Rate (CFS)45.92 87.49 172.28 OnFrance MOB- Stormwater Report Page 8 Edina, MN Infiltration rates of 0.8 in/hr will be used per the geotechnical report and Minnesota Stormwater Manual recommendations. NMCWD requires an infiltration draw down of 48 hours, meaning the height of the infiltration volume can be, at most, 38 inches. A summary of the infiltration basin sizing is provided in Table 3. Table 3: Volume Reduction Summary BMP #1 Restaurant UG Detention BMP #2 East Parking UG Detention BMP #4 Stormwater Infiltration Pond BMP #3 West Parking UG Detention Contributing Drainage Area (ac) 0.88 ac 1.68 ac 1.26 ac 2.07 ac Proposed New Impervious Area (ac) 0.73 ac 1.16 ac 0.91 ac 1.72 ac Infiltration Volume Depth 24 in.30 in.21.6”27.4” Total Infiltration Volume Provided 2,393 CF 11,729 CF 6,035 CF 5,387 CF 7.0 Water Quality Summary In rule 4.3.1c the NMCWD requires removal of 60% of the total phosphorus (TP) and 90% of total suspended solids (TSS) from the parcel storm runoff. The proposed surface and underground infiltration basins have been sized to treat their respective drainage areas. The underground infiltration system will be used to remove TP and TSS from the stormwater before it is conveyed to the public storm sewer system. An infiltration BMP has a removal efficiency of 100% of total phosphorus (TP) and total suspended solids (TSS) per the Minnesota Stormwater Manual. According to the MIDS calculator, the proposed stormwater systems are anticipated to achieve an 90% reduction in Total Phosphorus (TP) and Total Suspended Solids (TSS). The MIDS results summary is provided as an appendix to this report. All manholes prior to discharging into the infiltration basins will have 4’ sumps to provide pretreatment. OnFrance MOB- Stormwater Report Page 9 Edina, MN Exhibits OnFrance MOB- Stormwater Report Page 10 Edina, MN Exhibit 1.Existing Drainage Exhibit 870 875 869 871 872 873 874 876 877 878 879 875 872 873 874 876 877 878879 870 875869869871 872 873 874 876877870869871881 882 883 880 879 88 1 867 868 871 872870871872865863867869870872874876878880878879871872 874875876 870 869 869 870 868868870871872 872873874872872875875875879877 878 87 6 875875 876 877 879 880 880 881 881 88 2 882 882 872 87 3 87387 7 878 879 880 876 877 878 879 880 881 881 881 881 880 86 9 8 7 0 871 871 870 875 876876 877878879880881882883884885V-DA-1: 0.14 AC PERVIOUS: 0.01 AC IMPERVIOUS: 0.13 AC V-DA-2: 6.78 AC PERVIOUS: 0.88 AC IMPERVIOUS: 5.90 AC V-DA-3: 2.88 AC PERVIOUS: 1.19 AC IMPERVIOUS: 1.69 AC V-DA-4: 11.88 AC PERVIOUS: 3.83 AC IMPERVIOUS: 8.05 AC APPROXIMATE EXISTING 100-YR FLOODING FOOTPRINT KH PROJECT NO: DATE: NO DESCRIPTION DATE 6700 FRANCE AVE S EDINA, MN 55435 NOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. ISSUANCE HISTORY - THIS SHEET DEVELOPMENT APPLICATIONS JANUARY 19, 2024 160570035 S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASanJose-44931961.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAAlexandria-44931957.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASantaMonica-44931945.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASanFrancisco-44931947.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASacramento-44931949.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGARochester-44931951.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAMinneapolis-44931953.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAMilwaukee-44931955.png KEYPLAN MOB PARKING RAMP RESTAURANT NAME: DATE: REGISTRATION NUMBER: I HEREBY CERTIFY THAT THIS PLAN, THE LAWS OF THE STATE OF MINNESOTA I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN, NAME: DATE: REGISTRATION NUMBER: NAME: DATE: REGISTRATION NUMBER: NAME: DATE: REGISTRATION NUMBER: NAME: DATE: REGISTRATION NUMBER: NAME: DATE: REGISTRATION NUMBER: NAME: DATE: REGISTRATION NUMBER: NAME: DATE: REGISTRATION NUMBER: 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 CERTIFIED CIVIL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA NAME: DATE: REGISTRATION NUMBER: S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGABoston-44931963.png MEDICAL OFFICE BUILDING Wildamere Capital Management 6800 France Ave S #550 Edina, MN 55435 Olympus Ventures LLC 6600 France Ave S #550 Edina, MN 55435 Kimley-Horn 767 N Eustis St #100 St Paul, MN 55114 DRAINAGE AREA ROUTING V-DA-1 BANK OF AMERICA UNDERGROUND STORAGE V-DA-2 VALLEY VIEW STORM SEWER (SOUTHWEST) V-DA-3 VALLEY VIEW STORM SEWER (WEST) V-DA-4 VALLEY VIEW STORM SEWER (NORTHWEST EXISTING DRAINAGE MAP NORTH OnFrance MOB- Stormwater Report Page 11 Edina, MN Exhibit 2.Proposed Drainage Exhibit PROPOSED PARKING RAMP 40,000 S.F. / LEVEL 195 TOTAL PARKING STALLS FFE L1=868.0 FFE L2 = 881.0 PROPOSED MEDICAL OFFICE BUILDING 35,000 SF / FLOOR (3 TOTAL STORIES) FFE = 881.0 PROPOSED RESTAURANT 8,800 SF FFE = 879.0 EXISTING 7 STORY BUILDING FFE: 877.50 EXISTING 6 STORY BUILDING FFE: 879.50 6800 FRANCE AVENUE SOUTH 6600 FRANCE AVENUE SOUTH D D DD DDDCOCODD D PROPOSED 100-YR FLOODING FOOTPRINT 87087 0 BMP #1 BMP #2 BMP #3 BMP #4 DA-3A: 2.07 AC PERVIOUS: 0.35 AC IMPERVIOUS: 1.72 AC DA-3B: 1.26 AC PERVIOUS: 0.35 AC IMPERVIOUS: 0.91 AC DA-3C: 1.68 AC PERVIOUS: 0.52 AC IMPERVIOUS: 1.16 AC DA-3D: 0.88 AC PERVIOUS: 0.15 AC IMPERVIOUS: 0.73 AC DA-2: 5.15 AC PERVIOUS: 0.68 AC IMPERVIOUS: 4.47 AC DA-3: 1.07 AC PERVIOUS: 0.27 AC IMPERVIOUS: 0.80 AC DA-4: 9.43 AC PERVIOUS: 3.48 AC IMPERVIOUS: 5.95 AC DA-1: 0.14 AC PERVIOUS: 0.01 AC IMPERVIOUS: 0.13 AC KH PROJECT NO: DATE: NO DESCRIPTION DATE 6700 FRANCE AVE S EDINA, MN 55435 NOT F O R CONST R UCTI O N COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. ISSUANCE HISTORY - THIS SHEET DEVELOPMENT APPLICATIONS JANUARY 19, 2024 160570035 S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASanJose-44931961.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAAlexandria-44931957.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASantaMonica-44931945.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASanFrancisco-44931947.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASacramento-44931949.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGARochester-44931951.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAMinneapolis-44931953.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAMilwaukee-44931955.png KEYPLAN MOB PARKING RAMP RESTAURANT NAME: DATE: REGISTRATION NUMBER: I HEREBY CERTIFY THAT THIS PLAN, THE LAWS OF THE STATE OF MINNESOTA I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN, NAME: DATE: REGISTRATION NUMBER: NAME: DATE: REGISTRATION NUMBER: NAME: DATE: REGISTRATION NUMBER: NAME: DATE: REGISTRATION NUMBER: NAME: DATE: REGISTRATION NUMBER: NAME: DATE: REGISTRATION NUMBER: NAME: DATE: REGISTRATION NUMBER: 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 CERTIFIED CIVIL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA NAME: DATE: REGISTRATION NUMBER: S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGABoston-44931963.png MEDICAL OFFICE BUILDING Wildamere Capital Management 6800 France Ave S #550 Edina, MN 55435 Olympus Ventures LLC 6600 France Ave S #550 Edina, MN 55435 Kimley-Horn 767 N Eustis St #100 St Paul, MN 55114 EX-1 PROSPOSED DRAINAGE MAP DRAINAGE AREA ROUTING DA-1 BANK OF AMERICA UNDERGROUND STORAGE DA-2 VALLEY VIEW STORM SEWER (SOUTHWEST) DA-3, DA-3A, DA-3B, DA-3C, DA-4C VALLEY VIEW STORM SEWER (WEST) DA-4 VALLEY VIEW STORM SEWER (NORTHWEST NORTH OnFrance MOB- Stormwater Report Page 12 Edina, MN Appendices OnFrance MOB- Stormwater Report Page 13 Edina, MN Appendix 1.Pre-Development HydroCAD Model Analysis EXISTING 1S V-DA-1 2S V-DA-2 3S V-DA-3 4S V-DA-4 20R north 23R bank of america 25R TOTAL 27R south Routing Diagram for Pre Development Model Prepared by Kimley-Horn & Associates, Printed 1/12/2024 HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Subcat Reach Pond Link Pre Development Model Printed 1/12/2024Prepared by Kimley-Horn & Associates Page 2HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Rainfall Events Listing (selected events) Event# Event Name Storm Type Curve Mode Duration (hours) B/B Depth (inches) AMC 1 2 YR MSE 24-hr 3 Default 24.00 1 2.86 2 2 10 YR MSE 24-hr 3 Default 24.00 1 4.27 2 3 100 YR MSE 24-hr 3 Default 24.00 1 7.49 2 Pre Development Model Printed 1/12/2024Prepared by Kimley-Horn & Associates Page 3HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Area Listing (all nodes) Area (acres) CN Description (subcatchment-numbers) 5.900 61 >75% Grass cover, Good, HSG B (1S, 2S, 3S, 4S) 15.775 98 Paved parking, HSG B (1S, 2S, 3S, 4S) 21.675 88 TOTAL AREA Pre Development Model Printed 1/12/2024Prepared by Kimley-Horn & Associates Page 4HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Soil Listing (all nodes) Area (acres) Soil Group Subcatchment Numbers 0.000 HSG A 21.675 HSG B 1S, 2S, 3S, 4S 0.000 HSG C 0.000 HSG D 0.000 Other 21.675 TOTAL AREA Pre Development Model Printed 1/12/2024Prepared by Kimley-Horn & Associates Page 5HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Ground Covers (all nodes) HSG-A (acres) HSG-B (acres) HSG-C (acres) HSG-D (acres) Other (acres) Total (acres) Ground Cover Subcatchment Numbers 0.000 5.900 0.000 0.000 0.000 5.900 >75% Grass cover, Good 1S, 2S, 3S, 4S 0.000 15.775 0.000 0.000 0.000 15.775 Paved parking 1S, 2S, 3S, 4S 0.000 21.675 0.000 0.000 0.000 21.675 TOTAL AREA MSE 24-hr 3 2 YR Rainfall=2.86"Pre Development Model Printed 1/12/2024Prepared by Kimley-Horn & Associates Page 6HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment 1S: V-DA-1 Runoff =0.48 cfs @ 12.17 hrs, Volume=0.029 af, Depth= 2.52" Routed to Reach 23R : bank of america Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-120.00 hrs, dt= 0.02 hrs MSE 24-hr 3 2 YR Rainfall=2.86" Area (sf) CN Description 220 61 >75% Grass cover, Good, HSG B 5,750 98 Paved parking, HSG B 5,970 97 Weighted Average 220 3.69% Pervious Area 5,750 96.31% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet)(ft/ft) (ft/sec)(cfs) 10.0 Direct Entry, Subcatchment 1S: V-DA-1 Runoff Hydrograph Time (hours) 12011511010510095908580757065605550454035302520151050Flow(cfs)0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 MSE 24-hr 3 2 YR Rainfall=2.86" Runoff Area=5,970 sf Runoff Volume=0.029 af Runoff Depth=2.52" Tc=10.0 min CN=97 0.48 cfs MSE 24-hr 3 2 YR Rainfall=2.86"Pre Development Model Printed 1/12/2024Prepared by Kimley-Horn & Associates Page 7HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment 2S: V-DA-2 Runoff =21.49 cfs @ 12.17 hrs, Volume=1.198 af, Depth= 2.12" Routed to Reach 27R : south Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-120.00 hrs, dt= 0.02 hrs MSE 24-hr 3 2 YR Rainfall=2.86" Area (sf) CN Description 38,245 61 >75% Grass cover, Good, HSG B 257,134 98 Paved parking, HSG B 295,379 93 Weighted Average 38,245 12.95% Pervious Area 257,134 87.05% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet)(ft/ft) (ft/sec)(cfs) 10.0 Direct Entry, Subcatchment 2S: V-DA-2 Runoff Hydrograph Time (hours) 12011511010510095908580757065605550454035302520151050Flow(cfs)24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 2 YR Rainfall=2.86" Runoff Area=295,379 sf Runoff Volume=1.198 af Runoff Depth=2.12" Tc=10.0 min CN=93 21.49 cfs MSE 24-hr 3 2 YR Rainfall=2.86"Pre Development Model Printed 1/12/2024Prepared by Kimley-Horn & Associates Page 8HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment 3S: V-DA-3 Runoff =5.98 cfs @ 12.18 hrs, Volume=0.320 af, Depth= 1.33" Routed to Reach 27R : south Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-120.00 hrs, dt= 0.02 hrs MSE 24-hr 3 2 YR Rainfall=2.86" Area (sf) CN Description 51,836 61 >75% Grass cover, Good, HSG B 73,616 98 Paved parking, HSG B 125,452 83 Weighted Average 51,836 41.32% Pervious Area 73,616 58.68% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet)(ft/ft) (ft/sec)(cfs) 10.0 Direct Entry, Subcatchment 3S: V-DA-3 Runoff Hydrograph Time (hours) 12011511010510095908580757065605550454035302520151050Flow(cfs)6 5 4 3 2 1 0 MSE 24-hr 3 2 YR Rainfall=2.86" Runoff Area=125,452 sf Runoff Volume=0.320 af Runoff Depth=1.33" Tc=10.0 min CN=83 5.98 cfs MSE 24-hr 3 2 YR Rainfall=2.86"Pre Development Model Printed 1/12/2024Prepared by Kimley-Horn & Associates Page 9HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment 4S: V-DA-4 Runoff =28.47 cfs @ 12.18 hrs, Volume=1.527 af, Depth= 1.54" Routed to Reach 20R : north Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-120.00 hrs, dt= 0.02 hrs MSE 24-hr 3 2 YR Rainfall=2.86" Area (sf) CN Description 166,704 61 >75% Grass cover, Good, HSG B 350,658 98 Paved parking, HSG B 517,362 86 Weighted Average 166,704 32.22% Pervious Area 350,658 67.78% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet)(ft/ft) (ft/sec)(cfs) 10.0 Direct Entry, Subcatchment 4S: V-DA-4 Runoff Hydrograph Time (hours) 12011511010510095908580757065605550454035302520151050Flow(cfs)30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 MSE 24-hr 3 2 YR Rainfall=2.86" Runoff Area=517,362 sf Runoff Volume=1.527 af Runoff Depth=1.54" Tc=10.0 min CN=86 28.47 cfs MSE 24-hr 3 2 YR Rainfall=2.86"Pre Development Model Printed 1/12/2024Prepared by Kimley-Horn & Associates Page 10HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Reach 20R: north Inflow Area =11.877 ac, 67.78% Impervious, Inflow Depth = 1.54" for 2 YR event Inflow =28.47 cfs @ 12.18 hrs, Volume=1.527 af Outflow =28.47 cfs @ 12.18 hrs, Volume=1.527 af, Atten= 0%, Lag= 0.0 min Routed to Reach 25R : TOTAL Routing by Dyn-Stor-Ind method, Time Span= 0.00-120.00 hrs, dt= 0.02 hrs Reach 20R: north Inflow Outflow Hydrograph Time (hours) 12011511010510095908580757065605550454035302520151050Flow(cfs)30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Inflow Area=11.877 ac 28.47 cfs 28.47 cfs MSE 24-hr 3 2 YR Rainfall=2.86"Pre Development Model Printed 1/12/2024Prepared by Kimley-Horn & Associates Page 11HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Reach 23R: bank of america Inflow Area =0.137 ac, 96.31% Impervious, Inflow Depth = 2.52" for 2 YR event Inflow =0.48 cfs @ 12.17 hrs, Volume=0.029 af Outflow =0.48 cfs @ 12.17 hrs, Volume=0.029 af, Atten= 0%, Lag= 0.0 min Routed to Reach 27R : south Routing by Dyn-Stor-Ind method, Time Span= 0.00-120.00 hrs, dt= 0.02 hrs Reach 23R: bank of america Inflow Outflow Hydrograph Time (hours) 12011511010510095908580757065605550454035302520151050Flow(cfs)0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 Inflow Area=0.137 ac 0.48 cfs 0.48 cfs MSE 24-hr 3 2 YR Rainfall=2.86"Pre Development Model Printed 1/12/2024Prepared by Kimley-Horn & Associates Page 12HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Reach 25R: TOTAL Inflow Area =21.675 ac, 72.78% Impervious, Inflow Depth = 1.70" for 2 YR event Inflow =56.41 cfs @ 12.18 hrs, Volume=3.075 af Outflow =56.41 cfs @ 12.18 hrs, Volume=3.075 af, Atten= 0%, Lag= 0.0 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-120.00 hrs, dt= 0.02 hrs Reach 25R: TOTAL Inflow Outflow Hydrograph Time (hours) 12011511010510095908580757065605550454035302520151050Flow(cfs)60 55 50 45 40 35 30 25 20 15 10 5 0 Inflow Area=21.675 ac 56.41 cfs 56.41 cfs MSE 24-hr 3 2 YR Rainfall=2.86"Pre Development Model Printed 1/12/2024Prepared by Kimley-Horn & Associates Page 13HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Reach 27R: south Inflow Area =9.798 ac, 78.84% Impervious, Inflow Depth = 1.90" for 2 YR event Inflow =27.94 cfs @ 12.17 hrs, Volume=1.547 af Outflow =27.94 cfs @ 12.17 hrs, Volume=1.547 af, Atten= 0%, Lag= 0.0 min Routed to Reach 25R : TOTAL Routing by Dyn-Stor-Ind method, Time Span= 0.00-120.00 hrs, dt= 0.02 hrs Reach 27R: south Inflow Outflow Hydrograph Time (hours) 12011511010510095908580757065605550454035302520151050Flow(cfs)30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Inflow Area=9.798 ac 27.94 cfs 27.94 cfs MSE 24-hr 3 10 YR Rainfall=4.27"Pre Development Model Printed 1/12/2024Prepared by Kimley-Horn & Associates Page 14HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment 1S: V-DA-1 Runoff =0.74 cfs @ 12.17 hrs, Volume=0.045 af, Depth= 3.92" Routed to Reach 23R : bank of america Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-120.00 hrs, dt= 0.02 hrs MSE 24-hr 3 10 YR Rainfall=4.27" Area (sf) CN Description 220 61 >75% Grass cover, Good, HSG B 5,750 98 Paved parking, HSG B 5,970 97 Weighted Average 220 3.69% Pervious Area 5,750 96.31% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet)(ft/ft) (ft/sec)(cfs) 10.0 Direct Entry, Subcatchment 1S: V-DA-1 Runoff Hydrograph Time (hours) 12011511010510095908580757065605550454035302520151050Flow(cfs)0.8 0.75 0.7 0.65 0.6 0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 MSE 24-hr 3 10 YR Rainfall=4.27" Runoff Area=5,970 sf Runoff Volume=0.045 af Runoff Depth=3.92" Tc=10.0 min CN=97 0.74 cfs MSE 24-hr 3 10 YR Rainfall=4.27"Pre Development Model Printed 1/12/2024Prepared by Kimley-Horn & Associates Page 15HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment 2S: V-DA-2 Runoff =34.30 cfs @ 12.17 hrs, Volume=1.968 af, Depth= 3.48" Routed to Reach 27R : south Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-120.00 hrs, dt= 0.02 hrs MSE 24-hr 3 10 YR Rainfall=4.27" Area (sf) CN Description 38,245 61 >75% Grass cover, Good, HSG B 257,134 98 Paved parking, HSG B 295,379 93 Weighted Average 38,245 12.95% Pervious Area 257,134 87.05% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet)(ft/ft) (ft/sec)(cfs) 10.0 Direct Entry, Subcatchment 2S: V-DA-2 Runoff Hydrograph Time (hours) 12011511010510095908580757065605550454035302520151050Flow(cfs)38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 MSE 24-hr 3 10 YR Rainfall=4.27" Runoff Area=295,379 sf Runoff Volume=1.968 af Runoff Depth=3.48" Tc=10.0 min CN=93 34.30 cfs MSE 24-hr 3 10 YR Rainfall=4.27"Pre Development Model Printed 1/12/2024Prepared by Kimley-Horn & Associates Page 16HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment 3S: V-DA-3 Runoff =11.23 cfs @ 12.18 hrs, Volume=0.605 af, Depth= 2.52" Routed to Reach 27R : south Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-120.00 hrs, dt= 0.02 hrs MSE 24-hr 3 10 YR Rainfall=4.27" Area (sf) CN Description 51,836 61 >75% Grass cover, Good, HSG B 73,616 98 Paved parking, HSG B 125,452 83 Weighted Average 51,836 41.32% Pervious Area 73,616 58.68% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet)(ft/ft) (ft/sec)(cfs) 10.0 Direct Entry, Subcatchment 3S: V-DA-3 Runoff Hydrograph Time (hours) 12011511010510095908580757065605550454035302520151050Flow(cfs)12 11 10 9 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 10 YR Rainfall=4.27" Runoff Area=125,452 sf Runoff Volume=0.605 af Runoff Depth=2.52" Tc=10.0 min CN=83 11.23 cfs MSE 24-hr 3 10 YR Rainfall=4.27"Pre Development Model Printed 1/12/2024Prepared by Kimley-Horn & Associates Page 17HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment 4S: V-DA-4 Runoff =50.72 cfs @ 12.17 hrs, Volume=2.763 af, Depth= 2.79" Routed to Reach 20R : north Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-120.00 hrs, dt= 0.02 hrs MSE 24-hr 3 10 YR Rainfall=4.27" Area (sf) CN Description 166,704 61 >75% Grass cover, Good, HSG B 350,658 98 Paved parking, HSG B 517,362 86 Weighted Average 166,704 32.22% Pervious Area 350,658 67.78% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet)(ft/ft) (ft/sec)(cfs) 10.0 Direct Entry, Subcatchment 4S: V-DA-4 Runoff Hydrograph Time (hours) 12011511010510095908580757065605550454035302520151050Flow(cfs)55 50 45 40 35 30 25 20 15 10 5 0 MSE 24-hr 3 10 YR Rainfall=4.27" Runoff Area=517,362 sf Runoff Volume=2.763 af Runoff Depth=2.79" Tc=10.0 min CN=86 50.72 cfs MSE 24-hr 3 10 YR Rainfall=4.27"Pre Development Model Printed 1/12/2024Prepared by Kimley-Horn & Associates Page 18HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Reach 20R: north Inflow Area =11.877 ac, 67.78% Impervious, Inflow Depth = 2.79" for 10 YR event Inflow =50.72 cfs @ 12.17 hrs, Volume=2.763 af Outflow =50.72 cfs @ 12.17 hrs, Volume=2.763 af, Atten= 0%, Lag= 0.0 min Routed to Reach 25R : TOTAL Routing by Dyn-Stor-Ind method, Time Span= 0.00-120.00 hrs, dt= 0.02 hrs Reach 20R: north Inflow Outflow Hydrograph Time (hours) 12011511010510095908580757065605550454035302520151050Flow(cfs)55 50 45 40 35 30 25 20 15 10 5 0 Inflow Area=11.877 ac 50.72 cfs 50.72 cfs MSE 24-hr 3 10 YR Rainfall=4.27"Pre Development Model Printed 1/12/2024Prepared by Kimley-Horn & Associates Page 19HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Reach 23R: bank of america Inflow Area =0.137 ac, 96.31% Impervious, Inflow Depth = 3.92" for 10 YR event Inflow =0.74 cfs @ 12.17 hrs, Volume=0.045 af Outflow =0.74 cfs @ 12.17 hrs, Volume=0.045 af, Atten= 0%, Lag= 0.0 min Routed to Reach 27R : south Routing by Dyn-Stor-Ind method, Time Span= 0.00-120.00 hrs, dt= 0.02 hrs Reach 23R: bank of america Inflow Outflow Hydrograph Time (hours) 12011511010510095908580757065605550454035302520151050Flow(cfs)0.8 0.75 0.7 0.65 0.6 0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 Inflow Area=0.137 ac 0.74 cfs 0.74 cfs MSE 24-hr 3 10 YR Rainfall=4.27"Pre Development Model Printed 1/12/2024Prepared by Kimley-Horn & Associates Page 20HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Reach 25R: TOTAL Inflow Area =21.675 ac, 72.78% Impervious, Inflow Depth = 2.98" for 10 YR event Inflow =96.97 cfs @ 12.17 hrs, Volume=5.382 af Outflow =96.97 cfs @ 12.17 hrs, Volume=5.382 af, Atten= 0%, Lag= 0.0 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-120.00 hrs, dt= 0.02 hrs Reach 25R: TOTAL Inflow Outflow Hydrograph Time (hours) 12011511010510095908580757065605550454035302520151050Flow(cfs)105 100 95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 Inflow Area=21.675 ac 96.97 cfs 96.97 cfs MSE 24-hr 3 10 YR Rainfall=4.27"Pre Development Model Printed 1/12/2024Prepared by Kimley-Horn & Associates Page 21HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Reach 27R: south Inflow Area =9.798 ac, 78.84% Impervious, Inflow Depth = 3.21" for 10 YR event Inflow =46.25 cfs @ 12.17 hrs, Volume=2.618 af Outflow =46.25 cfs @ 12.17 hrs, Volume=2.618 af, Atten= 0%, Lag= 0.0 min Routed to Reach 25R : TOTAL Routing by Dyn-Stor-Ind method, Time Span= 0.00-120.00 hrs, dt= 0.02 hrs Reach 27R: south Inflow Outflow Hydrograph Time (hours) 12011511010510095908580757065605550454035302520151050Flow(cfs)50 45 40 35 30 25 20 15 10 5 0 Inflow Area=9.798 ac 46.25 cfs 46.25 cfs MSE 24-hr 3 100 YR Rainfall=7.49"Pre Development Model Printed 1/12/2024Prepared by Kimley-Horn & Associates Page 22HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment 1S: V-DA-1 Runoff =1.30 cfs @ 12.17 hrs, Volume=0.081 af, Depth= 7.13" Routed to Reach 23R : bank of america Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-120.00 hrs, dt= 0.02 hrs MSE 24-hr 3 100 YR Rainfall=7.49" Area (sf) CN Description 220 61 >75% Grass cover, Good, HSG B 5,750 98 Paved parking, HSG B 5,970 97 Weighted Average 220 3.69% Pervious Area 5,750 96.31% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet)(ft/ft) (ft/sec)(cfs) 10.0 Direct Entry, Subcatchment 1S: V-DA-1 Runoff Hydrograph Time (hours) 12011511010510095908580757065605550454035302520151050Flow(cfs)1 0 MSE 24-hr 3 100 YR Rainfall=7.49" Runoff Area=5,970 sf Runoff Volume=0.081 af Runoff Depth=7.13" Tc=10.0 min CN=97 1.30 cfs MSE 24-hr 3 100 YR Rainfall=7.49"Pre Development Model Printed 1/12/2024Prepared by Kimley-Horn & Associates Page 23HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment 2S: V-DA-2 Runoff =63.04 cfs @ 12.17 hrs, Volume=3.762 af, Depth= 6.66" Routed to Reach 27R : south Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-120.00 hrs, dt= 0.02 hrs MSE 24-hr 3 100 YR Rainfall=7.49" Area (sf) CN Description 38,245 61 >75% Grass cover, Good, HSG B 257,134 98 Paved parking, HSG B 295,379 93 Weighted Average 38,245 12.95% Pervious Area 257,134 87.05% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet)(ft/ft) (ft/sec)(cfs) 10.0 Direct Entry, Subcatchment 2S: V-DA-2 Runoff Hydrograph Time (hours) 12011511010510095908580757065605550454035302520151050Flow(cfs)70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 MSE 24-hr 3 100 YR Rainfall=7.49" Runoff Area=295,379 sf Runoff Volume=3.762 af Runoff Depth=6.66" Tc=10.0 min CN=93 63.04 cfs MSE 24-hr 3 100 YR Rainfall=7.49"Pre Development Model Printed 1/12/2024Prepared by Kimley-Horn & Associates Page 24HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment 3S: V-DA-3 Runoff =23.70 cfs @ 12.17 hrs, Volume=1.318 af, Depth= 5.49" Routed to Reach 27R : south Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-120.00 hrs, dt= 0.02 hrs MSE 24-hr 3 100 YR Rainfall=7.49" Area (sf) CN Description 51,836 61 >75% Grass cover, Good, HSG B 73,616 98 Paved parking, HSG B 125,452 83 Weighted Average 51,836 41.32% Pervious Area 73,616 58.68% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet)(ft/ft) (ft/sec)(cfs) 10.0 Direct Entry, Subcatchment 3S: V-DA-3 Runoff Hydrograph Time (hours) 12011511010510095908580757065605550454035302520151050Flow(cfs)26 24 22 20 18 16 14 12 10 8 6 4 2 0 MSE 24-hr 3 100 YR Rainfall=7.49" Runoff Area=125,452 sf Runoff Volume=1.318 af Runoff Depth=5.49" Tc=10.0 min CN=83 23.70 cfs MSE 24-hr 3 100 YR Rainfall=7.49"Pre Development Model Printed 1/12/2024Prepared by Kimley-Horn & Associates Page 25HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment 4S: V-DA-4 Runoff =102.23 cfs @ 12.17 hrs, Volume=5.778 af, Depth= 5.84" Routed to Reach 20R : north Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-120.00 hrs, dt= 0.02 hrs MSE 24-hr 3 100 YR Rainfall=7.49" Area (sf) CN Description 166,704 61 >75% Grass cover, Good, HSG B 350,658 98 Paved parking, HSG B 517,362 86 Weighted Average 166,704 32.22% Pervious Area 350,658 67.78% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet)(ft/ft) (ft/sec)(cfs) 10.0 Direct Entry, Subcatchment 4S: V-DA-4 Runoff Hydrograph Time (hours) 12011511010510095908580757065605550454035302520151050Flow(cfs)110 105 100 95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 MSE 24-hr 3 100 YR Rainfall=7.49" Runoff Area=517,362 sf Runoff Volume=5.778 af Runoff Depth=5.84" Tc=10.0 min CN=86 102.23 cfs MSE 24-hr 3 100 YR Rainfall=7.49"Pre Development Model Printed 1/12/2024Prepared by Kimley-Horn & Associates Page 26HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Reach 20R: north Inflow Area =11.877 ac, 67.78% Impervious, Inflow Depth = 5.84" for 100 YR event Inflow =102.23 cfs @ 12.17 hrs, Volume=5.778 af Outflow =102.23 cfs @ 12.17 hrs, Volume=5.778 af, Atten= 0%, Lag= 0.0 min Routed to Reach 25R : TOTAL Routing by Dyn-Stor-Ind method, Time Span= 0.00-120.00 hrs, dt= 0.02 hrs Reach 20R: north Inflow Outflow Hydrograph Time (hours) 12011511010510095908580757065605550454035302520151050Flow(cfs)110 105 100 95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 Inflow Area=11.877 ac 102.23 cfs 102.23 cfs MSE 24-hr 3 100 YR Rainfall=7.49"Pre Development Model Printed 1/12/2024Prepared by Kimley-Horn & Associates Page 27HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Reach 23R: bank of america Inflow Area =0.137 ac, 96.31% Impervious, Inflow Depth = 7.13" for 100 YR event Inflow =1.30 cfs @ 12.17 hrs, Volume=0.081 af Outflow =1.30 cfs @ 12.17 hrs, Volume=0.081 af, Atten= 0%, Lag= 0.0 min Routed to Reach 27R : south Routing by Dyn-Stor-Ind method, Time Span= 0.00-120.00 hrs, dt= 0.02 hrs Reach 23R: bank of america Inflow Outflow Hydrograph Time (hours) 12011511010510095908580757065605550454035302520151050Flow(cfs)1 0 Inflow Area=0.137 ac 1.30 cfs 1.30 cfs MSE 24-hr 3 100 YR Rainfall=7.49"Pre Development Model Printed 1/12/2024Prepared by Kimley-Horn & Associates Page 28HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Reach 25R: TOTAL Inflow Area =21.675 ac, 72.78% Impervious, Inflow Depth = 6.06" for 100 YR event Inflow =190.27 cfs @ 12.17 hrs, Volume=10.939 af Outflow =190.27 cfs @ 12.17 hrs, Volume=10.939 af, Atten= 0%, Lag= 0.0 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-120.00 hrs, dt= 0.02 hrs Reach 25R: TOTAL Inflow Outflow Hydrograph Time (hours) 12011511010510095908580757065605550454035302520151050Flow(cfs)210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 Inflow Area=21.675 ac 190.27 cfs 190.27 cfs MSE 24-hr 3 100 YR Rainfall=7.49"Pre Development Model Printed 1/12/2024Prepared by Kimley-Horn & Associates Page 29HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Reach 27R: south Inflow Area =9.798 ac, 78.84% Impervious, Inflow Depth = 6.32" for 100 YR event Inflow =88.04 cfs @ 12.17 hrs, Volume=5.161 af Outflow =88.04 cfs @ 12.17 hrs, Volume=5.161 af, Atten= 0%, Lag= 0.0 min Routed to Reach 25R : TOTAL Routing by Dyn-Stor-Ind method, Time Span= 0.00-120.00 hrs, dt= 0.02 hrs Reach 27R: south Inflow Outflow Hydrograph Time (hours) 12011511010510095908580757065605550454035302520151050Flow(cfs)95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 Inflow Area=9.798 ac 88.04 cfs 88.04 cfs OnFrance MOB- Stormwater Report Page 14 Edina, MN Appendix 2.Post-Development HydroCAD Model Analysis DA-1 Bank of America DA-2 Remaining Drainage to South DA-3 WEST SITE DA-3A PARKING GARAGE AND WALKWAY DA-3B MOB DA-3C EAST PARKING DA-3D RESTAURANT DA-4 Remaining Drainage to North 1R (new Reach) 2R (new Reach) BMP 1 RESTAURANT PARKING UG STORAGE BMP 2 EAST PARKING LOT STORAGE BMP 3 WEST UG STORAGE BMP 4 OnFrance MOB NW pond 1L To South 2L To North 13L To West 14L TOTAL Routing Diagram for Proposed HydroCAD Prepared by Kimley-Horn & Associates, Printed 2/6/2024 HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Subcat Reach Pond Link Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 2HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Rainfall Events Listing (selected events) Event# Event Name Storm Type Curve Mode Duration (hours) B/B Depth (inches) AMC 1 2 YR MSE 24-hr 3 Default 24.00 1 2.86 2 2 10 YR MSE 24-hr 3 Default 24.00 1 4.27 2 3 100 YR MSE 24-hr 3 Default 24.00 1 7.49 2 Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 3HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Area Listing (all nodes) Area (acres) CN Description (subcatchment-numbers) 5.810 61 >75% Grass cover, Good, HSG B (DA-1, DA-2, DA-3, DA-3A, DA-3B, DA-3C, DA-3D, DA-4) 14.160 98 Paved parking, HSG D (DA-1, DA-2, DA-3A, DA-3C, DA-3D, DA-4) 1.710 98 Roofs, HSG D (DA-3, DA-3B) 21.680 88 TOTAL AREA Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 4HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Soil Listing (all nodes) Area (acres) Soil Group Subcatchment Numbers 0.000 HSG A 5.810 HSG B DA-1, DA-2, DA-3, DA-3A, DA-3B, DA-3C, DA-3D, DA-4 0.000 HSG C 15.870 HSG D DA-1, DA-2, DA-3, DA-3A, DA-3B, DA-3C, DA-3D, DA-4 0.000 Other 21.680 TOTAL AREA Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 5HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Ground Covers (all nodes) HSG-A (acres) HSG-B (acres) HSG-C (acres) HSG-D (acres) Other (acres) Total (acres) Ground Cover Subcatchment Numbers 0.000 5.810 0.000 0.000 0.000 5.810 >75% Grass cover, Good DA-1, DA-2, DA-3, DA-3A, DA-3B, DA-3C, DA-3D, DA-4 0.000 0.000 0.000 14.160 0.000 14.160 Paved parking DA-1, DA-2, DA-3A, DA-3C, DA-3D, DA-4 0.000 0.000 0.000 1.710 0.000 1.710 Roofs DA-3, DA-3B 0.000 5.810 0.000 15.870 0.000 21.680 TOTAL AREA MSE 24-hr 3 2 YR Rainfall=2.86"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 6HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment DA-1: Bank of America Runoff =0.53 cfs @ 12.14 hrs, Volume=0.027 af, Depth= 2.31" Routed to Link 1L : To South Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 2 YR Rainfall=2.86" Area (ac) CN Description 0.010 61 >75% Grass cover, Good, HSG B 0.130 98 Paved parking, HSG D 0.140 95 Weighted Average 0.010 7.14% Pervious Area 0.130 92.86% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet)(ft/ft) (ft/sec)(cfs) 7.0 Direct Entry, Subcatchment DA-1: Bank of America Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 MSE 24-hr 3 2 YR Rainfall=2.86" Runoff Area=0.140 ac Runoff Volume=0.027 af Runoff Depth=2.31" Tc=7.0 min CN=95 0.53 cfs MSE 24-hr 3 2 YR Rainfall=2.86"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 7HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment DA-2: Remaining Drainage to South Runoff =18.51 cfs @ 12.14 hrs, Volume=0.910 af, Depth= 2.12" Routed to Link 1L : To South Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 2 YR Rainfall=2.86" Area (ac) CN Description 0.680 61 >75% Grass cover, Good, HSG B 4.470 98 Paved parking, HSG D 5.150 93 Weighted Average 0.680 13.20% Pervious Area 4.470 86.80% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet)(ft/ft) (ft/sec)(cfs) 7.0 Direct Entry, Subcatchment DA-2: Remaining Drainage to South Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 2 YR Rainfall=2.86" Runoff Area=5.150 ac Runoff Volume=0.910 af Runoff Depth=2.12" Tc=7.0 min CN=93 18.51 cfs MSE 24-hr 3 2 YR Rainfall=2.86"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 8HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment DA-3: WEST SITE Runoff =3.33 cfs @ 12.14 hrs, Volume=0.158 af, Depth= 1.77" Routed to Link 13L : To West Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 2 YR Rainfall=2.86" Area (ac) CN Description 0.800 98 Roofs, HSG D 0.270 61 >75% Grass cover, Good, HSG B 1.070 89 Weighted Average 0.270 25.23% Pervious Area 0.800 74.77% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet)(ft/ft) (ft/sec)(cfs) 7.0 Direct Entry, Subcatchment DA-3: WEST SITE Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)3 2 1 0 MSE 24-hr 3 2 YR Rainfall=2.86" Runoff Area=1.070 ac Runoff Volume=0.158 af Runoff Depth=1.77" Tc=7.0 min CN=89 3.33 cfs MSE 24-hr 3 2 YR Rainfall=2.86"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 9HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment DA-3A: PARKING GARAGE AND WALKWAY Runoff =7.20 cfs @ 12.14 hrs, Volume=0.350 af, Depth= 2.03" Routed to Pond BMP 3 : WEST UG STORAGE Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 2 YR Rainfall=2.86" Area (ac) CN Description 1.720 98 Paved parking, HSG D 0.350 61 >75% Grass cover, Good, HSG B 2.070 92 Weighted Average 0.350 16.91% Pervious Area 1.720 83.09% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet)(ft/ft) (ft/sec)(cfs) 7.0 Direct Entry, Subcatchment DA-3A: PARKING GARAGE AND WALKWAY Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)8 7 6 5 4 3 2 1 0 MSE 24-hr 3 2 YR Rainfall=2.86" Runoff Area=2.070 ac Runoff Volume=0.350 af Runoff Depth=2.03" Tc=7.0 min CN=92 7.20 cfs MSE 24-hr 3 2 YR Rainfall=2.86"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 10HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment DA-3B: MOB Runoff =3.76 cfs @ 12.14 hrs, Volume=0.178 af, Depth= 1.69" Routed to Pond BMP 4 : OnFrance MOB NW pond Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 2 YR Rainfall=2.86" Area (ac) CN Description 0.910 98 Roofs, HSG D 0.350 61 >75% Grass cover, Good, HSG B 1.260 88 Weighted Average 0.350 27.78% Pervious Area 0.910 72.22% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet)(ft/ft) (ft/sec)(cfs) 7.0 Direct Entry, Subcatchment DA-3B: MOB Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)4 3 2 1 0 MSE 24-hr 3 2 YR Rainfall=2.86" Runoff Area=1.260 ac Runoff Volume=0.178 af Runoff Depth=1.69" Tc=7.0 min CN=88 3.76 cfs MSE 24-hr 3 2 YR Rainfall=2.86"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 11HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment DA-3C: EAST PARKING Runoff =4.81 cfs @ 12.14 hrs, Volume=0.226 af, Depth= 1.62" Routed to Pond BMP 2 : EAST PARKING LOT STORAGE Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 2 YR Rainfall=2.86" Area (ac) CN Description 1.160 98 Paved parking, HSG D 0.520 61 >75% Grass cover, Good, HSG B 1.680 87 Weighted Average 0.520 30.95% Pervious Area 1.160 69.05% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet)(ft/ft) (ft/sec)(cfs) 7.0 Direct Entry, Subcatchment DA-3C: EAST PARKING Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)5 4 3 2 1 0 MSE 24-hr 3 2 YR Rainfall=2.86" Runoff Area=1.680 ac Runoff Volume=0.226 af Runoff Depth=1.62" Tc=7.0 min CN=87 4.81 cfs MSE 24-hr 3 2 YR Rainfall=2.86"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 12HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment DA-3D: RESTAURANT Runoff =3.06 cfs @ 12.14 hrs, Volume=0.149 af, Depth= 2.03" Routed to Pond BMP 1 : RESTAURANT PARKING UG STORAGE Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 2 YR Rainfall=2.86" Area (ac) CN Description 0.730 98 Paved parking, HSG D 0.150 61 >75% Grass cover, Good, HSG B 0.880 92 Weighted Average 0.150 17.05% Pervious Area 0.730 82.95% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet)(ft/ft) (ft/sec)(cfs) 7.0 Direct Entry, Subcatchment DA-3D: RESTAURANT Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)3 2 1 0 MSE 24-hr 3 2 YR Rainfall=2.86" Runoff Area=0.880 ac Runoff Volume=0.149 af Runoff Depth=2.03" Tc=7.0 min CN=92 3.06 cfs MSE 24-hr 3 2 YR Rainfall=2.86"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 13HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment DA-4: Remaining Drainage to North Runoff =23.57 cfs @ 12.15 hrs, Volume=1.102 af, Depth= 1.40" Routed to Link 2L : To North Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 2 YR Rainfall=2.86" Area (ac) CN Description 3.480 61 >75% Grass cover, Good, HSG B *5.950 98 Paved parking, HSG D 9.430 84 Weighted Average 3.480 36.90% Pervious Area 5.950 63.10% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet)(ft/ft) (ft/sec)(cfs) 7.0 Direct Entry, Subcatchment DA-4: Remaining Drainage to North Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)26 24 22 20 18 16 14 12 10 8 6 4 2 0 MSE 24-hr 3 2 YR Rainfall=2.86" Runoff Area=9.430 ac Runoff Volume=1.102 af Runoff Depth=1.40" Tc=7.0 min CN=84 23.57 cfs MSE 24-hr 3 2 YR Rainfall=2.86"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 14HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Reach 1R: (new Reach) Inflow Area =3.820 ac, 73.30% Impervious, Inflow Depth = 0.00" for 2 YR event Inflow =0.00 cfs @ 0.00 hrs, Volume=0.000 af Outflow =0.00 cfs @ 0.00 hrs, Volume=0.000 af, Atten= 0%, Lag= 0.0 min Routed to Pond BMP 3 : WEST UG STORAGE Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / 3 Max. Velocity= 0.00 fps, Min. Travel Time= 0.0 min Avg. Velocity = 0.00 fps, Avg. Travel Time= 0.0 min Peak Storage= 0 cf @ 0.00 hrs Average Depth at Peak Storage= 0.00' Bank-Full Depth= 2.00' Flow Area= 3.1 sf, Capacity= 26.73 cfs 24.0" Round Pipe n= 0.015 Corrugated PE, smooth interior Length= 256.0' Slope= 0.0186 '/' Inlet Invert= 868.59', Outlet Invert= 863.83' Reach 1R: (new Reach) Inflow Outflow Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)1 0 Inflow Area=3.820 ac Avg. Flow Depth=0.00' Max Vel=0.00 fps 24.0" Round Pipe n=0.015 L=256.0' S=0.0186 '/' Capacity=26.73 cfs 0.00 cfs 0.00 cfs MSE 24-hr 3 2 YR Rainfall=2.86"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 15HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Reach 1R: (new Reach) Primary Stage-Discharge Discharge (cfs) 2826242220181614121086420Depth(feet)2 1 0 MSE 24-hr 3 2 YR Rainfall=2.86"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 16HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Stage-Area-Storage for Reach 1R: (new Reach) Elevation (feet) End-Area (sq-ft) Storage (cubic-feet) 868.59 0.0 0 868.61 0.0 1 868.63 0.0 4 868.65 0.0 7 868.67 0.0 11 868.69 0.1 15 868.71 0.1 20 868.73 0.1 25 868.75 0.1 30 868.77 0.1 36 868.79 0.2 42 868.81 0.2 48 868.83 0.2 55 868.85 0.2 61 868.87 0.3 68 868.89 0.3 76 868.91 0.3 83 868.93 0.4 91 868.95 0.4 98 868.97 0.4 106 868.99 0.4 115 869.01 0.5 123 869.03 0.5 131 869.05 0.5 140 869.07 0.6 148 869.09 0.6 157 869.11 0.6 166 869.13 0.7 175 869.15 0.7 184 869.17 0.8 194 869.19 0.8 203 869.21 0.8 212 869.23 0.9 222 869.25 0.9 231 869.27 0.9 241 869.29 1.0 251 869.31 1.0 261 869.33 1.1 271 869.35 1.1 280 869.37 1.1 290 869.39 1.2 300 869.41 1.2 310 869.43 1.3 321 869.45 1.3 331 869.47 1.3 341 869.49 1.4 351 869.51 1.4 361 869.53 1.5 371 869.55 1.5 382 869.57 1.5 392 869.59 1.6 402 869.61 1.6 412 869.63 1.7 423 869.65 1.7 433 Elevation (feet) End-Area (sq-ft) Storage (cubic-feet) 869.67 1.7 443 869.69 1.8 453 869.71 1.8 463 869.73 1.8 474 869.75 1.9 484 869.77 1.9 494 869.79 2.0 504 869.81 2.0 514 869.83 2.0 524 869.85 2.1 534 869.87 2.1 544 869.89 2.2 553 869.91 2.2 563 869.93 2.2 573 869.95 2.3 582 869.97 2.3 592 869.99 2.3 601 870.01 2.4 611 870.03 2.4 620 870.05 2.5 629 870.07 2.5 638 870.09 2.5 647 870.11 2.6 656 870.13 2.6 665 870.15 2.6 673 870.17 2.7 681 870.19 2.7 690 870.21 2.7 698 870.23 2.8 706 870.25 2.8 714 870.27 2.8 721 870.29 2.8 729 870.31 2.9 736 870.33 2.9 743 870.35 2.9 750 870.37 3.0 756 870.39 3.0 762 870.41 3.0 768 870.43 3.0 774 870.45 3.0 779 870.47 3.1 785 870.49 3.1 789 870.51 3.1 793 870.53 3.1 797 870.55 3.1 800 870.57 3.1 803 870.59 3.1 804 MSE 24-hr 3 2 YR Rainfall=2.86"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 17HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Reach 2R: (new Reach) Inflow Area =1.260 ac, 72.22% Impervious, Inflow Depth = 0.00" for 2 YR event Inflow =0.00 cfs @ 0.00 hrs, Volume=0.000 af Outflow =0.00 cfs @ 0.00 hrs, Volume=0.000 af, Atten= 0%, Lag= 0.0 min Routed to Pond BMP 2 : EAST PARKING LOT STORAGE Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / 3 Max. Velocity= 0.00 fps, Min. Travel Time= 0.0 min Avg. Velocity = 0.00 fps, Avg. Travel Time= 0.0 min Peak Storage= 0 cf @ 0.00 hrs Average Depth at Peak Storage= 0.00' Bank-Full Depth= 1.50' Flow Area= 1.8 sf, Capacity= 6.45 cfs 18.0" Round Pipe n= 0.015 Corrugated PE, smooth interior Length= 359.0' Slope= 0.0050 '/' Inlet Invert= 874.09', Outlet Invert= 872.29' Reach 2R: (new Reach) Inflow Outflow Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)1 0 Inflow Area=1.260 ac Avg. Flow Depth=0.00' Max Vel=0.00 fps 18.0" Round Pipe n=0.015 L=359.0' S=0.0050 '/' Capacity=6.45 cfs 0.00 cfs 0.00 cfs MSE 24-hr 3 2 YR Rainfall=2.86"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 18HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Reach 2R: (new Reach) Primary Stage-Discharge Discharge (cfs) 6543210Depth(feet)1 0 MSE 24-hr 3 2 YR Rainfall=2.86"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 19HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Stage-Area-Storage for Reach 2R: (new Reach) Elevation (feet) End-Area (sq-ft) Storage (cubic-feet) 874.09 0.0 0 874.11 0.0 2 874.13 0.0 5 874.15 0.0 9 874.17 0.0 13 874.19 0.1 18 874.21 0.1 24 874.23 0.1 30 874.25 0.1 36 874.27 0.1 43 874.29 0.1 50 874.31 0.2 58 874.33 0.2 66 874.35 0.2 74 874.37 0.2 82 874.39 0.3 90 874.41 0.3 99 874.43 0.3 108 874.45 0.3 117 874.47 0.4 126 874.49 0.4 136 874.51 0.4 145 874.53 0.4 155 874.55 0.5 165 874.57 0.5 175 874.59 0.5 185 874.61 0.5 195 874.63 0.6 206 874.65 0.6 216 874.67 0.6 226 874.69 0.7 237 874.71 0.7 248 874.73 0.7 258 874.75 0.7 269 874.77 0.8 280 874.79 0.8 290 874.81 0.8 301 874.83 0.9 312 874.85 0.9 323 874.87 0.9 333 874.89 1.0 344 874.91 1.0 355 874.93 1.0 366 874.95 1.0 376 874.97 1.1 387 874.99 1.1 397 875.01 1.1 408 875.03 1.2 418 875.05 1.2 429 875.07 1.2 439 875.09 1.3 449 875.11 1.3 459 875.13 1.3 469 875.15 1.3 479 Elevation (feet) End-Area (sq-ft) Storage (cubic-feet) 875.17 1.4 489 875.19 1.4 499 875.21 1.4 508 875.23 1.4 517 875.25 1.5 526 875.27 1.5 535 875.29 1.5 544 875.31 1.5 553 875.33 1.6 561 875.35 1.6 569 875.37 1.6 577 875.39 1.6 584 875.41 1.6 591 875.43 1.7 598 875.45 1.7 605 875.47 1.7 611 875.49 1.7 616 875.51 1.7 621 875.53 1.7 626 875.55 1.8 630 875.57 1.8 633 875.59 1.8 634 MSE 24-hr 3 2 YR Rainfall=2.86"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 20HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Pond BMP 1: RESTAURANT PARKING UG STORAGE Inflow Area =0.880 ac, 82.95% Impervious, Inflow Depth = 2.03" for 2 YR event Inflow =3.06 cfs @ 12.14 hrs, Volume=0.149 af Outflow =0.91 cfs @ 12.33 hrs, Volume=0.149 af, Atten= 70%, Lag= 11.5 min Discarded =0.03 cfs @ 10.70 hrs, Volume=0.087 af Primary =0.88 cfs @ 12.33 hrs, Volume=0.061 af Routed to Pond BMP 2 : EAST PARKING LOT STORAGE Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 872.11' @ 12.33 hrs Surf.Area= 1,488 sf Storage= 3,103 cf Plug-Flow detention time= (not calculated: outflow precedes inflow) Center-of-Mass det. time= 530.0 min ( 1,316.4 - 786.4 ) Volume Invert Avail.Storage Storage Description #1A 869.00'2,266 cf 24.00'W x 62.00'L x 5.83'H Field A 8,680 cf Overall - 3,016 cf Embedded = 5,664 cf x 40.0% Voids #2A 869.50'3,016 cf CMP Round 48 x 12 Inside #1 Effective Size= 48.0"W x 48.0"H => 12.57 sf x 20.00'L = 251.3 cf Overall Size= 48.0"W x 48.0"H x 20.00'L 12 Chambers in 4 Rows 5,282 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Primary 871.50'18.0" Round Culvert L= 45.0' CPP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 871.50' / 871.50' S= 0.0000 '/' Cc= 0.900 n= 0.012 Corrugated PP, smooth interior, Flow Area= 1.77 sf #2 Discarded 869.00'0.800 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.03 cfs @ 10.70 hrs HW=869.06' (Free Discharge) 2=Exfiltration (Exfiltration Controls 0.03 cfs) Primary OutFlow Max=0.88 cfs @ 12.33 hrs HW=872.11' TW=870.50' (Dynamic Tailwater) 1=Culvert (Barrel Controls 0.88 cfs @ 1.93 fps) MSE 24-hr 3 2 YR Rainfall=2.86"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 21HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Pond BMP 1: RESTAURANT PARKING UG STORAGE Inflow Outflow Discarded Primary Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)3 2 1 0 Inflow Area=0.880 ac Peak Elev=872.11' Storage=3,103 cf 3.06 cfs 0.91 cfs 0.03 cfs 0.88 cfs Pond BMP 1: RESTAURANT PARKING UG STORAGE TotalDiscarded Primary Stage-Discharge Discharge (cfs) 1211109876543210Elevation(feet)874 873 872 871 870 869 Exfiltration Initial Tailwater Culvert MSE 24-hr 3 2 YR Rainfall=2.86"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 22HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond BMP 1: RESTAURANT PARKING UG STORAGE Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 869.00 1,488 0 869.10 1,488 60 869.20 1,488 119 869.30 1,488 179 869.40 1,488 238 869.50 1,488 298 869.60 1,488 369 869.70 1,488 450 869.80 1,488 538 869.90 1,488 630 870.00 1,488 726 870.10 1,488 825 870.20 1,488 927 870.30 1,488 1,031 870.40 1,488 1,138 870.50 1,488 1,247 870.60 1,488 1,357 870.70 1,488 1,468 870.80 1,488 1,581 870.90 1,488 1,695 871.00 1,488 1,810 871.10 1,488 1,926 871.20 1,488 2,042 871.30 1,488 2,159 871.40 1,488 2,276 871.50 1,488 2,393 871.60 1,488 2,510 871.70 1,488 2,627 871.80 1,488 2,743 871.90 1,488 2,860 872.00 1,488 2,975 872.10 1,488 3,090 872.20 1,488 3,204 872.30 1,488 3,317 872.40 1,488 3,429 872.50 1,488 3,539 872.60 1,488 3,648 872.70 1,488 3,754 872.80 1,488 3,859 872.90 1,488 3,961 873.00 1,488 4,060 873.10 1,488 4,156 873.20 1,488 4,248 873.30 1,488 4,335 873.40 1,488 4,416 873.50 1,488 4,488 873.60 1,488 4,547 873.70 1,488 4,607 873.80 1,488 4,667 873.90 1,488 4,726 874.00 1,488 4,786 874.10 1,488 4,845 874.20 1,488 4,905 874.30 1,488 4,964 Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 874.40 1,488 5,024 874.50 1,488 5,083 874.60 1,488 5,143 874.70 1,488 5,202 874.80 1,488 5,262 MSE 24-hr 3 2 YR Rainfall=2.86"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 23HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Pond BMP 2: EAST PARKING LOT STORAGE Inflow Area =3.820 ac, 73.30% Impervious, Inflow Depth = 0.90" for 2 YR event Inflow =4.81 cfs @ 12.14 hrs, Volume=0.288 af Outflow =0.11 cfs @ 11.61 hrs, Volume=0.288 af, Atten= 98%, Lag= 0.0 min Discarded =0.11 cfs @ 11.61 hrs, Volume=0.288 af Primary =0.00 cfs @ 0.00 hrs, Volume=0.000 af Routed to Reach 1R : (new Reach) Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 871.40' @ 15.74 hrs Surf.Area= 5,808 sf Storage= 8,950 cf Plug-Flow detention time= (not calculated: outflow precedes inflow) Center-of-Mass det. time= 801.0 min ( 1,603.3 - 802.3 ) Volume Invert Avail.Storage Storage Description #1A 869.00'7,952 cf 24.00'W x 242.00'L x 5.50'H Field A 31,944 cf Overall - 12,064 cf Embedded = 19,880 cf x 40.0% Voids #2A 869.50'12,064 cf CMP Round 48 x 48 Inside #1 Effective Size= 48.0"W x 48.0"H => 12.57 sf x 20.00'L = 251.3 cf Overall Size= 48.0"W x 48.0"H x 20.00'L 48 Chambers in 4 Rows 20,016 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Primary 871.00'24.0" Round Culvert L= 151.0' CPP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 871.00' / 869.59' S= 0.0093 '/' Cc= 0.900 n= 0.015 Corrugated PE, smooth interior, Flow Area= 3.14 sf #2 Discarded 869.00'0.800 in/hr Exfiltration over Surface area #3 Device 1 873.00'4.0' long Sharp-Crested Rectangular Weir 0 End Contraction(s) #4 Device 1 872.00'12.0" W x 8.0" H Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads Discarded OutFlow Max=0.11 cfs @ 11.61 hrs HW=869.06' (Free Discharge) 2=Exfiltration (Exfiltration Controls 0.11 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=869.00' TW=868.59' (Dynamic Tailwater) 1=Culvert ( Controls 0.00 cfs) 3=Sharp-Crested Rectangular Weir ( Controls 0.00 cfs) 4=Orifice/Grate ( Controls 0.00 cfs) MSE 24-hr 3 2 YR Rainfall=2.86"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 24HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Pond BMP 2: EAST PARKING LOT STORAGE Inflow Outflow Discarded Primary Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)5 4 3 2 1 0 Inflow Area=3.820 ac Peak Elev=871.40' Storage=8,950 cf 4.81 cfs 0.11 cfs0.11 cfs 0.00 cfs Pond BMP 2: EAST PARKING LOT STORAGE TotalDiscarded Primary Stage-Discharge Discharge (cfs) 20181614121086420Elevation(feet)874 873 872 871 870 869 Exfiltration Culvert Sharp-Crested Rectangular Weir Orifice/Grate MSE 24-hr 3 2 YR Rainfall=2.86"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 25HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond BMP 2: EAST PARKING LOT STORAGE Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 869.00 5,808 0 869.10 5,808 232 869.20 5,808 465 869.30 5,808 697 869.40 5,808 929 869.50 5,808 1,162 869.60 5,808 1,442 869.70 5,808 1,762 869.80 5,808 2,105 869.90 5,808 2,468 870.00 5,808 2,845 870.10 5,808 3,236 870.20 5,808 3,639 870.30 5,808 4,051 870.40 5,808 4,472 870.50 5,808 4,900 870.60 5,808 5,335 870.70 5,808 5,776 870.80 5,808 6,222 870.90 5,808 6,672 871.00 5,808 7,126 871.10 5,808 7,582 871.20 5,808 8,042 871.30 5,808 8,502 871.40 5,808 8,964 871.50 5,808 9,427 871.60 5,808 9,890 871.70 5,808 10,352 871.80 5,808 10,813 871.90 5,808 11,272 872.00 5,808 11,729 872.10 5,808 12,182 872.20 5,808 12,633 872.30 5,808 13,078 872.40 5,808 13,519 872.50 5,808 13,954 872.60 5,808 14,383 872.70 5,808 14,804 872.80 5,808 15,216 872.90 5,808 15,618 873.00 5,808 16,009 873.10 5,808 16,387 873.20 5,808 16,749 873.30 5,808 17,093 873.40 5,808 17,412 873.50 5,808 17,693 873.60 5,808 17,925 873.70 5,808 18,157 873.80 5,808 18,390 873.90 5,808 18,622 874.00 5,808 18,854 874.10 5,808 19,087 874.20 5,808 19,319 874.30 5,808 19,551 Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 874.40 5,808 19,784 874.50 5,808 20,016 MSE 24-hr 3 2 YR Rainfall=2.86"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 26HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Pond BMP 3: WEST UG STORAGE Inflow Area =5.890 ac, 76.74% Impervious, Inflow Depth = 0.71" for 2 YR event Inflow =7.20 cfs @ 12.14 hrs, Volume=0.350 af Outflow =2.28 cfs @ 12.32 hrs, Volume=0.350 af, Atten= 68%, Lag= 10.6 min Discarded =0.05 cfs @ 10.60 hrs, Volume=0.225 af Primary =2.22 cfs @ 12.32 hrs, Volume=0.125 af Routed to Link 13L : To West Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 863.76' @ 12.32 hrs Surf.Area= 2,928 sf Storage= 7,571 cf Plug-Flow detention time= (not calculated: outflow precedes inflow) Center-of-Mass det. time= 798.4 min ( 1,584.9 - 786.4 ) Volume Invert Avail.Storage Storage Description #1A 860.00'4,029 cf 24.00'W x 122.00'L x 5.50'H Field A 16,104 cf Overall - 6,032 cf Embedded = 10,072 cf x 40.0% Voids #2A 860.50'6,032 cf CMP Round 48 x 24 Inside #1 Effective Size= 48.0"W x 48.0"H => 12.57 sf x 20.00'L = 251.3 cf Overall Size= 48.0"W x 48.0"H x 20.00'L 24 Chambers in 4 Rows #3 865.00'5,604 cf Custom Stage Data (Prismatic) Listed below (Recalc) 15,664 cf Total Available Storage Storage Group A created with Chamber Wizard Elevation Surf.Area Inc.Store Cum.Store (feet)(sq-ft)(cubic-feet)(cubic-feet) 865.00 944 0 0 866.00 1,449 1,197 1,197 867.00 2,054 1,752 2,948 868.00 3,257 2,656 5,604 Device Routing Invert Outlet Devices #1 Primary 862.78'24.0" Round Culvert L= 133.0' CPP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 862.78' / 862.10' S= 0.0051 '/' Cc= 0.900 n= 0.015 Corrugated PE, smooth interior, Flow Area= 3.14 sf #2 Discarded 860.00'0.800 in/hr Exfiltration over Surface area #3 Device 1 863.50'5.0' long Sharp-Crested Rectangular Weir 0 End Contraction(s) Discarded OutFlow Max=0.05 cfs @ 10.60 hrs HW=860.08' (Free Discharge) 2=Exfiltration (Exfiltration Controls 0.05 cfs) Primary OutFlow Max=2.22 cfs @ 12.32 hrs HW=863.76' TW=0.00' (Dynamic Tailwater) 1=Culvert (Passes 2.22 cfs of 3.86 cfs potential flow) 3=Sharp-Crested Rectangular Weir (Weir Controls 2.22 cfs @ 1.68 fps) MSE 24-hr 3 2 YR Rainfall=2.86"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 27HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Pond BMP 3: WEST UG STORAGE Inflow Outflow Discarded Primary Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)8 7 6 5 4 3 2 1 0 Inflow Area=5.890 ac Peak Elev=863.76' Storage=7,571 cf 7.20 cfs 2.28 cfs 0.05 cfs 2.22 cfs Pond BMP 3: WEST UG STORAGE TotalDiscarded Primary Stage-Discharge Discharge (cfs) 242220181614121086420Elevation(feet)868 867 866 865 864 863 862 861 860 Exfiltration Culvert Sharp-Crested Rectangular Weir MSE 24-hr 3 2 YR Rainfall=2.86"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 28HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond BMP 3: WEST UG STORAGE Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 860.00 2,928 0 860.10 2,928 117 860.20 2,928 234 860.30 2,928 351 860.40 2,928 468 860.50 2,928 586 860.60 2,928 727 860.70 2,928 887 860.80 2,928 1,060 860.90 2,928 1,242 861.00 2,928 1,432 861.10 2,928 1,629 861.20 2,928 1,831 861.30 2,928 2,038 861.40 2,928 2,249 861.50 2,928 2,464 861.60 2,928 2,683 861.70 2,928 2,904 861.80 2,928 3,128 861.90 2,928 3,354 862.00 2,928 3,582 862.10 2,928 3,811 862.20 2,928 4,042 862.30 2,928 4,273 862.40 2,928 4,505 862.50 2,928 4,738 862.60 2,928 4,970 862.70 2,928 5,202 862.80 2,928 5,433 862.90 2,928 5,664 863.00 2,928 5,893 863.10 2,928 6,121 863.20 2,928 6,347 863.30 2,928 6,571 863.40 2,928 6,792 863.50 2,928 7,011 863.60 2,928 7,226 863.70 2,928 7,437 863.80 2,928 7,644 863.90 2,928 7,846 864.00 2,928 8,043 864.10 2,928 8,233 864.20 2,928 8,415 864.30 2,928 8,588 864.40 2,928 8,748 864.50 2,928 8,890 864.60 2,928 9,007 864.70 2,928 9,124 864.80 2,928 9,241 864.90 2,928 9,358 865.00 3,872 9,475 865.10 3,923 9,689 865.20 3,973 9,908 865.30 4,023 10,132 Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 865.40 4,074 10,362 865.50 4,125 10,596 865.60 4,175 10,718 865.70 4,226 10,845 865.80 4,276 10,978 865.90 4,326 11,115 866.00 4,377 11,257 866.10 4,438 11,405 866.20 4,498 11,559 866.30 4,558 11,719 866.40 4,619 11,885 866.50 4,680 12,057 866.60 4,740 12,236 866.70 4,801 12,420 866.80 4,861 12,610 866.90 4,921 12,806 867.00 4,982 13,009 867.10 5,102 13,220 867.20 5,223 13,444 867.30 5,343 13,679 867.40 5,463 13,927 867.50 5,584 14,186 867.60 5,704 14,458 867.70 5,824 14,741 867.80 5,944 15,037 867.90 6,065 15,345 868.00 6,185 15,664 MSE 24-hr 3 2 YR Rainfall=2.86"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 29HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Pond BMP 4: OnFrance MOB NW pond Inflow Area =1.260 ac, 72.22% Impervious, Inflow Depth = 1.69" for 2 YR event Inflow =3.76 cfs @ 12.14 hrs, Volume=0.178 af Outflow =0.07 cfs @ 15.12 hrs, Volume=0.178 af, Atten= 98%, Lag= 178.8 min Discarded =0.07 cfs @ 15.12 hrs, Volume=0.178 af Primary =0.00 cfs @ 0.00 hrs, Volume=0.000 af Routed to Reach 2R : (new Reach) Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 875.15' @ 15.12 hrs Surf.Area= 4,042 sf Storage= 5,434 cf Plug-Flow detention time= (not calculated: outflow precedes inflow) Center-of-Mass det. time= 776.2 min ( 1,575.2 - 799.0 ) Volume Invert Avail.Storage Storage Description #1 873.50'17,839 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet)(sq-ft)(cubic-feet)(cubic-feet) 873.50 2,530 0 0 875.50 4,359 6,889 6,889 877.50 6,591 10,950 17,839 Device Routing Invert Outlet Devices #1 Primary 874.70'15.0" Round Culvert L= 98.0' CPP, projecting, no headwall, Ke= 0.900 Inlet / Outlet Invert= 874.70' / 874.09' S= 0.0062 '/' Cc= 0.900 n= 0.011 PVC, smooth interior, Flow Area= 1.23 sf #2 Discarded 873.50'0.800 in/hr Exfiltration over Surface area #3 Device 1 876.75'4.0' long Sharp-Crested Rectangular Weir 0 End Contraction(s) #4 Device 1 875.30'6.0" Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads Discarded OutFlow Max=0.07 cfs @ 15.12 hrs HW=875.15' (Free Discharge) 2=Exfiltration (Exfiltration Controls 0.07 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=873.50' TW=874.09' (Dynamic Tailwater) 1=Culvert ( Controls 0.00 cfs) 3=Sharp-Crested Rectangular Weir ( Controls 0.00 cfs) 4=Orifice/Grate ( Controls 0.00 cfs) MSE 24-hr 3 2 YR Rainfall=2.86"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 30HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Pond BMP 4: OnFrance MOB NW pond Inflow Outflow Discarded Primary Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)4 3 2 1 0 Inflow Area=1.260 ac Peak Elev=875.15' Storage=5,434 cf 3.76 cfs 0.07 cfs 0.07 cfs 0.00 cfs Pond BMP 4: OnFrance MOB NW pond TotalDiscarded Primary Stage-Discharge Discharge (cfs) 76543210Elevation(feet)877 876 875 874 Exfiltration Initial Tailwater Culvert Sharp-Crested Rectangular Weir Orifice/Grate MSE 24-hr 3 2 YR Rainfall=2.86"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 31HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond BMP 4: OnFrance MOB NW pond Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 873.50 2,530 0 873.55 2,576 128 873.60 2,621 258 873.65 2,667 390 873.70 2,713 524 873.75 2,759 661 873.80 2,804 800 873.85 2,850 942 873.90 2,896 1,085 873.95 2,942 1,231 874.00 2,987 1,379 874.05 3,033 1,530 874.10 3,079 1,683 874.15 3,124 1,838 874.20 3,170 1,995 874.25 3,216 2,155 874.30 3,262 2,317 874.35 3,307 2,481 874.40 3,353 2,647 874.45 3,399 2,816 874.50 3,445 2,987 874.55 3,490 3,161 874.60 3,536 3,336 874.65 3,582 3,514 874.70 3,627 3,694 874.75 3,673 3,877 874.80 3,719 4,062 874.85 3,765 4,249 874.90 3,810 4,438 874.95 3,856 4,630 875.00 3,902 4,824 875.05 3,947 5,020 875.10 3,993 5,219 875.15 4,039 5,419 875.20 4,085 5,622 875.25 4,130 5,828 875.30 4,176 6,035 875.35 4,222 6,245 875.40 4,268 6,458 875.45 4,313 6,672 875.50 4,359 6,889 875.55 4,415 7,108 875.60 4,471 7,330 875.65 4,526 7,555 875.70 4,582 7,783 875.75 4,638 8,014 875.80 4,694 8,247 875.85 4,750 8,483 875.90 4,805 8,722 875.95 4,861 8,964 876.00 4,917 9,208 876.05 4,973 9,455 876.10 5,029 9,705 876.15 5,084 9,958 Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 876.20 5,140 10,214 876.25 5,196 10,472 876.30 5,252 10,733 876.35 5,308 10,997 876.40 5,363 11,264 876.45 5,419 11,534 876.50 5,475 11,806 876.55 5,531 12,081 876.60 5,587 12,359 876.65 5,642 12,640 876.70 5,698 12,923 876.75 5,754 13,210 876.80 5,810 13,499 876.85 5,866 13,791 876.90 5,921 14,085 876.95 5,977 14,383 877.00 6,033 14,683 877.05 6,089 14,986 877.10 6,145 15,292 877.15 6,200 15,601 877.20 6,256 15,912 877.25 6,312 16,226 877.30 6,368 16,543 877.35 6,424 16,863 877.40 6,479 17,185 877.45 6,535 17,511 877.50 6,591 17,839 MSE 24-hr 3 2 YR Rainfall=2.86"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 32HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Link 1L: To South Inflow Area =5.290 ac, 86.96% Impervious, Inflow Depth = 2.13" for 2 YR event Inflow =19.04 cfs @ 12.14 hrs, Volume=0.937 af Primary =19.04 cfs @ 12.14 hrs, Volume=0.937 af, Atten= 0%, Lag= 0.0 min Routed to Link 14L : TOTAL Primary outflow = Inflow, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Link 1L: To South Inflow Primary Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 Inflow Area=5.290 ac 19.04 cfs 19.04 cfs MSE 24-hr 3 2 YR Rainfall=2.86"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 33HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Link 2L: To North Inflow Area =9.430 ac, 63.10% Impervious, Inflow Depth = 1.40" for 2 YR event Inflow =23.57 cfs @ 12.15 hrs, Volume=1.102 af Primary =23.57 cfs @ 12.15 hrs, Volume=1.102 af, Atten= 0%, Lag= 0.0 min Routed to Link 14L : TOTAL Primary outflow = Inflow, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Link 2L: To North Inflow Primary Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)26 24 22 20 18 16 14 12 10 8 6 4 2 0 Inflow Area=9.430 ac 23.57 cfs 23.57 cfs MSE 24-hr 3 2 YR Rainfall=2.86"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 34HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Link 13L: To West Inflow Area =6.960 ac, 76.44% Impervious, Inflow Depth = 0.49" for 2 YR event Inflow =3.35 cfs @ 12.30 hrs, Volume=0.283 af Primary =3.35 cfs @ 12.30 hrs, Volume=0.283 af, Atten= 0%, Lag= 0.0 min Routed to Link 14L : TOTAL Primary outflow = Inflow, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Link 13L: To West Inflow Primary Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)3 2 1 0 Inflow Area=6.960 ac 3.35 cfs 3.35 cfs MSE 24-hr 3 2 YR Rainfall=2.86"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 35HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Link 14L: TOTAL Inflow Area =21.680 ac, 73.20% Impervious, Inflow Depth = 1.29" for 2 YR event Inflow =45.92 cfs @ 12.14 hrs, Volume=2.322 af Primary =45.92 cfs @ 12.14 hrs, Volume=2.322 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Link 14L: TOTAL Inflow Primary Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)50 45 40 35 30 25 20 15 10 5 0 Inflow Area=21.680 ac 45.92 cfs 45.92 cfs MSE 24-hr 3 10 YR Rainfall=4.27"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 36HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment DA-1: Bank of America Runoff =0.83 cfs @ 12.14 hrs, Volume=0.043 af, Depth= 3.70" Routed to Link 1L : To South Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 10 YR Rainfall=4.27" Area (ac) CN Description 0.010 61 >75% Grass cover, Good, HSG B 0.130 98 Paved parking, HSG D 0.140 95 Weighted Average 0.010 7.14% Pervious Area 0.130 92.86% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet)(ft/ft) (ft/sec)(cfs) 7.0 Direct Entry, Subcatchment DA-1: Bank of America Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)0.9 0.85 0.8 0.75 0.7 0.65 0.6 0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 MSE 24-hr 3 10 YR Rainfall=4.27" Runoff Area=0.140 ac Runoff Volume=0.043 af Runoff Depth=3.70" Tc=7.0 min CN=95 0.83 cfs MSE 24-hr 3 10 YR Rainfall=4.27"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 37HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment DA-2: Remaining Drainage to South Runoff =29.47 cfs @ 12.14 hrs, Volume=1.495 af, Depth= 3.48" Routed to Link 1L : To South Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 10 YR Rainfall=4.27" Area (ac) CN Description 0.680 61 >75% Grass cover, Good, HSG B 4.470 98 Paved parking, HSG D 5.150 93 Weighted Average 0.680 13.20% Pervious Area 4.470 86.80% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet)(ft/ft) (ft/sec)(cfs) 7.0 Direct Entry, Subcatchment DA-2: Remaining Drainage to South Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 MSE 24-hr 3 10 YR Rainfall=4.27" Runoff Area=5.150 ac Runoff Volume=1.495 af Runoff Depth=3.48" Tc=7.0 min CN=93 29.47 cfs MSE 24-hr 3 10 YR Rainfall=4.27"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 38HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment DA-3: WEST SITE Runoff =5.62 cfs @ 12.14 hrs, Volume=0.274 af, Depth= 3.08" Routed to Link 13L : To West Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 10 YR Rainfall=4.27" Area (ac) CN Description 0.800 98 Roofs, HSG D 0.270 61 >75% Grass cover, Good, HSG B 1.070 89 Weighted Average 0.270 25.23% Pervious Area 0.800 74.77% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet)(ft/ft) (ft/sec)(cfs) 7.0 Direct Entry, Subcatchment DA-3: WEST SITE Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)6 5 4 3 2 1 0 MSE 24-hr 3 10 YR Rainfall=4.27" Runoff Area=1.070 ac Runoff Volume=0.274 af Runoff Depth=3.08" Tc=7.0 min CN=89 5.62 cfs MSE 24-hr 3 10 YR Rainfall=4.27"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 39HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment DA-3A: PARKING GARAGE AND WALKWAY Runoff =11.62 cfs @ 12.14 hrs, Volume=0.583 af, Depth= 3.38" Routed to Pond BMP 3 : WEST UG STORAGE Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 10 YR Rainfall=4.27" Area (ac) CN Description 1.720 98 Paved parking, HSG D 0.350 61 >75% Grass cover, Good, HSG B 2.070 92 Weighted Average 0.350 16.91% Pervious Area 1.720 83.09% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet)(ft/ft) (ft/sec)(cfs) 7.0 Direct Entry, Subcatchment DA-3A: PARKING GARAGE AND WALKWAY Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)13 12 11 10 9 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 10 YR Rainfall=4.27" Runoff Area=2.070 ac Runoff Volume=0.583 af Runoff Depth=3.38" Tc=7.0 min CN=92 11.62 cfs MSE 24-hr 3 10 YR Rainfall=4.27"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 40HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment DA-3B: MOB Runoff =6.46 cfs @ 12.14 hrs, Volume=0.313 af, Depth= 2.98" Routed to Pond BMP 4 : OnFrance MOB NW pond Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 10 YR Rainfall=4.27" Area (ac) CN Description 0.910 98 Roofs, HSG D 0.350 61 >75% Grass cover, Good, HSG B 1.260 88 Weighted Average 0.350 27.78% Pervious Area 0.910 72.22% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet)(ft/ft) (ft/sec)(cfs) 7.0 Direct Entry, Subcatchment DA-3B: MOB Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)7 6 5 4 3 2 1 0 MSE 24-hr 3 10 YR Rainfall=4.27" Runoff Area=1.260 ac Runoff Volume=0.313 af Runoff Depth=2.98" Tc=7.0 min CN=88 6.46 cfs MSE 24-hr 3 10 YR Rainfall=4.27"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 41HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment DA-3C: EAST PARKING Runoff =8.39 cfs @ 12.14 hrs, Volume=0.404 af, Depth= 2.89" Routed to Pond BMP 2 : EAST PARKING LOT STORAGE Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 10 YR Rainfall=4.27" Area (ac) CN Description 1.160 98 Paved parking, HSG D 0.520 61 >75% Grass cover, Good, HSG B 1.680 87 Weighted Average 0.520 30.95% Pervious Area 1.160 69.05% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet)(ft/ft) (ft/sec)(cfs) 7.0 Direct Entry, Subcatchment DA-3C: EAST PARKING Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)9 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 10 YR Rainfall=4.27" Runoff Area=1.680 ac Runoff Volume=0.404 af Runoff Depth=2.89" Tc=7.0 min CN=87 8.39 cfs MSE 24-hr 3 10 YR Rainfall=4.27"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 42HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment DA-3D: RESTAURANT Runoff =4.94 cfs @ 12.14 hrs, Volume=0.248 af, Depth= 3.38" Routed to Pond BMP 1 : RESTAURANT PARKING UG STORAGE Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 10 YR Rainfall=4.27" Area (ac) CN Description 0.730 98 Paved parking, HSG D 0.150 61 >75% Grass cover, Good, HSG B 0.880 92 Weighted Average 0.150 17.05% Pervious Area 0.730 82.95% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet)(ft/ft) (ft/sec)(cfs) 7.0 Direct Entry, Subcatchment DA-3D: RESTAURANT Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)5 4 3 2 1 0 MSE 24-hr 3 10 YR Rainfall=4.27" Runoff Area=0.880 ac Runoff Volume=0.248 af Runoff Depth=3.38" Tc=7.0 min CN=92 4.94 cfs MSE 24-hr 3 10 YR Rainfall=4.27"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 43HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment DA-4: Remaining Drainage to North Runoff =43.24 cfs @ 12.14 hrs, Volume=2.051 af, Depth= 2.61" Routed to Link 2L : To North Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 10 YR Rainfall=4.27" Area (ac) CN Description 3.480 61 >75% Grass cover, Good, HSG B *5.950 98 Paved parking, HSG D 9.430 84 Weighted Average 3.480 36.90% Pervious Area 5.950 63.10% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet)(ft/ft) (ft/sec)(cfs) 7.0 Direct Entry, Subcatchment DA-4: Remaining Drainage to North Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 MSE 24-hr 3 10 YR Rainfall=4.27" Runoff Area=9.430 ac Runoff Volume=2.051 af Runoff Depth=2.61" Tc=7.0 min CN=84 43.24 cfs MSE 24-hr 3 10 YR Rainfall=4.27"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 44HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Reach 1R: (new Reach) Inflow Area =3.820 ac, 73.30% Impervious, Inflow Depth = 0.80" for 10 YR event Inflow =1.26 cfs @ 13.07 hrs, Volume=0.256 af Outflow =1.26 cfs @ 13.08 hrs, Volume=0.256 af, Atten= 0%, Lag= 0.7 min Routed to Pond BMP 3 : WEST UG STORAGE Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / 3 Max. Velocity= 4.36 fps, Min. Travel Time= 1.0 min Avg. Velocity = 2.46 fps, Avg. Travel Time= 1.7 min Peak Storage= 74 cf @ 13.08 hrs Average Depth at Peak Storage= 0.30' , Surface Width= 1.42' Bank-Full Depth= 2.00' Flow Area= 3.1 sf, Capacity= 26.73 cfs 24.0" Round Pipe n= 0.015 Corrugated PE, smooth interior Length= 256.0' Slope= 0.0186 '/' Inlet Invert= 868.59', Outlet Invert= 863.83' Reach 1R: (new Reach) Inflow Outflow Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)1 0 Inflow Area=3.820 ac Avg. Flow Depth=0.30' Max Vel=4.36 fps 24.0" Round Pipe n=0.015 L=256.0' S=0.0186 '/' Capacity=26.73 cfs 1.26 cfs1.26 cfs MSE 24-hr 3 10 YR Rainfall=4.27"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 45HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Reach 1R: (new Reach) Primary Stage-Discharge Discharge (cfs) 2826242220181614121086420Depth(feet)2 1 0 MSE 24-hr 3 10 YR Rainfall=4.27"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 46HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Stage-Area-Storage for Reach 1R: (new Reach) Elevation (feet) End-Area (sq-ft) Storage (cubic-feet) 868.59 0.0 0 868.61 0.0 1 868.63 0.0 4 868.65 0.0 7 868.67 0.0 11 868.69 0.1 15 868.71 0.1 20 868.73 0.1 25 868.75 0.1 30 868.77 0.1 36 868.79 0.2 42 868.81 0.2 48 868.83 0.2 55 868.85 0.2 61 868.87 0.3 68 868.89 0.3 76 868.91 0.3 83 868.93 0.4 91 868.95 0.4 98 868.97 0.4 106 868.99 0.4 115 869.01 0.5 123 869.03 0.5 131 869.05 0.5 140 869.07 0.6 148 869.09 0.6 157 869.11 0.6 166 869.13 0.7 175 869.15 0.7 184 869.17 0.8 194 869.19 0.8 203 869.21 0.8 212 869.23 0.9 222 869.25 0.9 231 869.27 0.9 241 869.29 1.0 251 869.31 1.0 261 869.33 1.1 271 869.35 1.1 280 869.37 1.1 290 869.39 1.2 300 869.41 1.2 310 869.43 1.3 321 869.45 1.3 331 869.47 1.3 341 869.49 1.4 351 869.51 1.4 361 869.53 1.5 371 869.55 1.5 382 869.57 1.5 392 869.59 1.6 402 869.61 1.6 412 869.63 1.7 423 869.65 1.7 433 Elevation (feet) End-Area (sq-ft) Storage (cubic-feet) 869.67 1.7 443 869.69 1.8 453 869.71 1.8 463 869.73 1.8 474 869.75 1.9 484 869.77 1.9 494 869.79 2.0 504 869.81 2.0 514 869.83 2.0 524 869.85 2.1 534 869.87 2.1 544 869.89 2.2 553 869.91 2.2 563 869.93 2.2 573 869.95 2.3 582 869.97 2.3 592 869.99 2.3 601 870.01 2.4 611 870.03 2.4 620 870.05 2.5 629 870.07 2.5 638 870.09 2.5 647 870.11 2.6 656 870.13 2.6 665 870.15 2.6 673 870.17 2.7 681 870.19 2.7 690 870.21 2.7 698 870.23 2.8 706 870.25 2.8 714 870.27 2.8 721 870.29 2.8 729 870.31 2.9 736 870.33 2.9 743 870.35 2.9 750 870.37 3.0 756 870.39 3.0 762 870.41 3.0 768 870.43 3.0 774 870.45 3.0 779 870.47 3.1 785 870.49 3.1 789 870.51 3.1 793 870.53 3.1 797 870.55 3.1 800 870.57 3.1 803 870.59 3.1 804 MSE 24-hr 3 10 YR Rainfall=4.27"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 47HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Reach 2R: (new Reach) Inflow Area =1.260 ac, 72.22% Impervious, Inflow Depth = 0.88" for 10 YR event Inflow =0.44 cfs @ 12.89 hrs, Volume=0.092 af Outflow =0.44 cfs @ 12.93 hrs, Volume=0.092 af, Atten= 0%, Lag= 2.1 min Routed to Pond BMP 2 : EAST PARKING LOT STORAGE Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / 3 Max. Velocity= 2.09 fps, Min. Travel Time= 2.9 min Avg. Velocity = 1.10 fps, Avg. Travel Time= 5.4 min Peak Storage= 76 cf @ 12.93 hrs Average Depth at Peak Storage= 0.27' , Surface Width= 1.15' Bank-Full Depth= 1.50' Flow Area= 1.8 sf, Capacity= 6.45 cfs 18.0" Round Pipe n= 0.015 Corrugated PE, smooth interior Length= 359.0' Slope= 0.0050 '/' Inlet Invert= 874.09', Outlet Invert= 872.29' Reach 2R: (new Reach) Inflow Outflow Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 Inflow Area=1.260 ac Avg. Flow Depth=0.27' Max Vel=2.09 fps 18.0" Round Pipe n=0.015 L=359.0' S=0.0050 '/' Capacity=6.45 cfs 0.44 cfs0.44 cfs MSE 24-hr 3 10 YR Rainfall=4.27"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 48HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Reach 2R: (new Reach) Primary Stage-Discharge Discharge (cfs) 6543210Depth(feet)1 0 MSE 24-hr 3 10 YR Rainfall=4.27"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 49HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Stage-Area-Storage for Reach 2R: (new Reach) Elevation (feet) End-Area (sq-ft) Storage (cubic-feet) 874.09 0.0 0 874.11 0.0 2 874.13 0.0 5 874.15 0.0 9 874.17 0.0 13 874.19 0.1 18 874.21 0.1 24 874.23 0.1 30 874.25 0.1 36 874.27 0.1 43 874.29 0.1 50 874.31 0.2 58 874.33 0.2 66 874.35 0.2 74 874.37 0.2 82 874.39 0.3 90 874.41 0.3 99 874.43 0.3 108 874.45 0.3 117 874.47 0.4 126 874.49 0.4 136 874.51 0.4 145 874.53 0.4 155 874.55 0.5 165 874.57 0.5 175 874.59 0.5 185 874.61 0.5 195 874.63 0.6 206 874.65 0.6 216 874.67 0.6 226 874.69 0.7 237 874.71 0.7 248 874.73 0.7 258 874.75 0.7 269 874.77 0.8 280 874.79 0.8 290 874.81 0.8 301 874.83 0.9 312 874.85 0.9 323 874.87 0.9 333 874.89 1.0 344 874.91 1.0 355 874.93 1.0 366 874.95 1.0 376 874.97 1.1 387 874.99 1.1 397 875.01 1.1 408 875.03 1.2 418 875.05 1.2 429 875.07 1.2 439 875.09 1.3 449 875.11 1.3 459 875.13 1.3 469 875.15 1.3 479 Elevation (feet) End-Area (sq-ft) Storage (cubic-feet) 875.17 1.4 489 875.19 1.4 499 875.21 1.4 508 875.23 1.4 517 875.25 1.5 526 875.27 1.5 535 875.29 1.5 544 875.31 1.5 553 875.33 1.6 561 875.35 1.6 569 875.37 1.6 577 875.39 1.6 584 875.41 1.6 591 875.43 1.7 598 875.45 1.7 605 875.47 1.7 611 875.49 1.7 616 875.51 1.7 621 875.53 1.7 626 875.55 1.8 630 875.57 1.8 633 875.59 1.8 634 MSE 24-hr 3 10 YR Rainfall=4.27"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 50HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Pond BMP 1: RESTAURANT PARKING UG STORAGE Inflow Area =0.880 ac, 82.95% Impervious, Inflow Depth = 3.38" for 10 YR event Inflow =4.94 cfs @ 12.14 hrs, Volume=0.248 af Outflow =3.81 cfs @ 12.19 hrs, Volume=0.248 af, Atten= 23%, Lag= 3.1 min Discarded =0.03 cfs @ 9.44 hrs, Volume=0.103 af Primary =3.79 cfs @ 12.19 hrs, Volume=0.145 af Routed to Pond BMP 2 : EAST PARKING LOT STORAGE Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 872.79' @ 12.19 hrs Surf.Area= 1,488 sf Storage= 3,844 cf Plug-Flow detention time= (not calculated: outflow precedes inflow) Center-of-Mass det. time= 440.2 min ( 1,216.6 - 776.4 ) Volume Invert Avail.Storage Storage Description #1A 869.00'2,266 cf 24.00'W x 62.00'L x 5.83'H Field A 8,680 cf Overall - 3,016 cf Embedded = 5,664 cf x 40.0% Voids #2A 869.50'3,016 cf CMP Round 48 x 12 Inside #1 Effective Size= 48.0"W x 48.0"H => 12.57 sf x 20.00'L = 251.3 cf Overall Size= 48.0"W x 48.0"H x 20.00'L 12 Chambers in 4 Rows 5,282 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Primary 871.50'18.0" Round Culvert L= 45.0' CPP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 871.50' / 871.50' S= 0.0000 '/' Cc= 0.900 n= 0.012 Corrugated PP, smooth interior, Flow Area= 1.77 sf #2 Discarded 869.00'0.800 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.03 cfs @ 9.44 hrs HW=869.06' (Free Discharge) 2=Exfiltration (Exfiltration Controls 0.03 cfs) Primary OutFlow Max=3.78 cfs @ 12.19 hrs HW=872.79' TW=871.23' (Dynamic Tailwater) 1=Culvert (Barrel Controls 3.78 cfs @ 3.15 fps) MSE 24-hr 3 10 YR Rainfall=4.27"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 51HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Pond BMP 1: RESTAURANT PARKING UG STORAGE Inflow Outflow Discarded Primary Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)5 4 3 2 1 0 Inflow Area=0.880 ac Peak Elev=872.79' Storage=3,844 cf 4.94 cfs 3.81 cfs 0.03 cfs 3.79 cfs Pond BMP 1: RESTAURANT PARKING UG STORAGE TotalDiscarded Primary Stage-Discharge Discharge (cfs) 1211109876543210Elevation(feet)874 873 872 871 870 869 Exfiltration Initial Tailwater Culvert MSE 24-hr 3 10 YR Rainfall=4.27"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 52HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond BMP 1: RESTAURANT PARKING UG STORAGE Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 869.00 1,488 0 869.10 1,488 60 869.20 1,488 119 869.30 1,488 179 869.40 1,488 238 869.50 1,488 298 869.60 1,488 369 869.70 1,488 450 869.80 1,488 538 869.90 1,488 630 870.00 1,488 726 870.10 1,488 825 870.20 1,488 927 870.30 1,488 1,031 870.40 1,488 1,138 870.50 1,488 1,247 870.60 1,488 1,357 870.70 1,488 1,468 870.80 1,488 1,581 870.90 1,488 1,695 871.00 1,488 1,810 871.10 1,488 1,926 871.20 1,488 2,042 871.30 1,488 2,159 871.40 1,488 2,276 871.50 1,488 2,393 871.60 1,488 2,510 871.70 1,488 2,627 871.80 1,488 2,743 871.90 1,488 2,860 872.00 1,488 2,975 872.10 1,488 3,090 872.20 1,488 3,204 872.30 1,488 3,317 872.40 1,488 3,429 872.50 1,488 3,539 872.60 1,488 3,648 872.70 1,488 3,754 872.80 1,488 3,859 872.90 1,488 3,961 873.00 1,488 4,060 873.10 1,488 4,156 873.20 1,488 4,248 873.30 1,488 4,335 873.40 1,488 4,416 873.50 1,488 4,488 873.60 1,488 4,547 873.70 1,488 4,607 873.80 1,488 4,667 873.90 1,488 4,726 874.00 1,488 4,786 874.10 1,488 4,845 874.20 1,488 4,905 874.30 1,488 4,964 Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 874.40 1,488 5,024 874.50 1,488 5,083 874.60 1,488 5,143 874.70 1,488 5,202 874.80 1,488 5,262 MSE 24-hr 3 10 YR Rainfall=4.27"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 53HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Pond BMP 2: EAST PARKING LOT STORAGE Inflow Area =3.820 ac, 73.30% Impervious, Inflow Depth = 2.01" for 10 YR event Inflow =11.57 cfs @ 12.16 hrs, Volume=0.641 af Outflow =1.37 cfs @ 13.07 hrs, Volume=0.641 af, Atten= 88%, Lag= 54.8 min Discarded =0.11 cfs @ 11.01 hrs, Volume=0.385 af Primary =1.26 cfs @ 13.07 hrs, Volume=0.256 af Routed to Reach 1R : (new Reach) Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 872.54' @ 13.07 hrs Surf.Area= 5,808 sf Storage= 14,114 cf Plug-Flow detention time= (not calculated: outflow precedes inflow) Center-of-Mass det. time= 660.5 min ( 1,463.5 - 802.9 ) Volume Invert Avail.Storage Storage Description #1A 869.00'7,952 cf 24.00'W x 242.00'L x 5.50'H Field A 31,944 cf Overall - 12,064 cf Embedded = 19,880 cf x 40.0% Voids #2A 869.50'12,064 cf CMP Round 48 x 48 Inside #1 Effective Size= 48.0"W x 48.0"H => 12.57 sf x 20.00'L = 251.3 cf Overall Size= 48.0"W x 48.0"H x 20.00'L 48 Chambers in 4 Rows 20,016 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Primary 871.00'24.0" Round Culvert L= 151.0' CPP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 871.00' / 869.59' S= 0.0093 '/' Cc= 0.900 n= 0.015 Corrugated PE, smooth interior, Flow Area= 3.14 sf #2 Discarded 869.00'0.800 in/hr Exfiltration over Surface area #3 Device 1 873.00'4.0' long Sharp-Crested Rectangular Weir 0 End Contraction(s) #4 Device 1 872.00'12.0" W x 8.0" H Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads Discarded OutFlow Max=0.11 cfs @ 11.01 hrs HW=869.06' (Free Discharge) 2=Exfiltration (Exfiltration Controls 0.11 cfs) Primary OutFlow Max=1.26 cfs @ 13.07 hrs HW=872.54' TW=868.89' (Dynamic Tailwater) 1=Culvert (Passes 1.26 cfs of 10.42 cfs potential flow) 3=Sharp-Crested Rectangular Weir ( Controls 0.00 cfs) 4=Orifice/Grate (Orifice Controls 1.26 cfs @ 2.35 fps) MSE 24-hr 3 10 YR Rainfall=4.27"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 54HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Pond BMP 2: EAST PARKING LOT STORAGE Inflow Outflow Discarded Primary Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)12 11 10 9 8 7 6 5 4 3 2 1 0 Inflow Area=3.820 ac Peak Elev=872.54' Storage=14,114 cf 11.57 cfs 1.37 cfs 0.11 cfs1.26 cfs Pond BMP 2: EAST PARKING LOT STORAGE TotalDiscarded Primary Stage-Discharge Discharge (cfs) 20181614121086420Elevation(feet)874 873 872 871 870 869 Exfiltration Culvert Sharp-Crested Rectangular Weir Orifice/Grate MSE 24-hr 3 10 YR Rainfall=4.27"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 55HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond BMP 2: EAST PARKING LOT STORAGE Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 869.00 5,808 0 869.10 5,808 232 869.20 5,808 465 869.30 5,808 697 869.40 5,808 929 869.50 5,808 1,162 869.60 5,808 1,442 869.70 5,808 1,762 869.80 5,808 2,105 869.90 5,808 2,468 870.00 5,808 2,845 870.10 5,808 3,236 870.20 5,808 3,639 870.30 5,808 4,051 870.40 5,808 4,472 870.50 5,808 4,900 870.60 5,808 5,335 870.70 5,808 5,776 870.80 5,808 6,222 870.90 5,808 6,672 871.00 5,808 7,126 871.10 5,808 7,582 871.20 5,808 8,042 871.30 5,808 8,502 871.40 5,808 8,964 871.50 5,808 9,427 871.60 5,808 9,890 871.70 5,808 10,352 871.80 5,808 10,813 871.90 5,808 11,272 872.00 5,808 11,729 872.10 5,808 12,182 872.20 5,808 12,633 872.30 5,808 13,078 872.40 5,808 13,519 872.50 5,808 13,954 872.60 5,808 14,383 872.70 5,808 14,804 872.80 5,808 15,216 872.90 5,808 15,618 873.00 5,808 16,009 873.10 5,808 16,387 873.20 5,808 16,749 873.30 5,808 17,093 873.40 5,808 17,412 873.50 5,808 17,693 873.60 5,808 17,925 873.70 5,808 18,157 873.80 5,808 18,390 873.90 5,808 18,622 874.00 5,808 18,854 874.10 5,808 19,087 874.20 5,808 19,319 874.30 5,808 19,551 Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 874.40 5,808 19,784 874.50 5,808 20,016 MSE 24-hr 3 10 YR Rainfall=4.27"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 56HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Pond BMP 3: WEST UG STORAGE Inflow Area =5.890 ac, 76.74% Impervious, Inflow Depth = 1.71" for 10 YR event Inflow =11.62 cfs @ 12.14 hrs, Volume=0.839 af Outflow =9.68 cfs @ 12.18 hrs, Volume=0.839 af, Atten= 17%, Lag= 2.5 min Discarded =0.05 cfs @ 9.35 hrs, Volume=0.236 af Primary =9.63 cfs @ 12.18 hrs, Volume=0.603 af Routed to Link 13L : To West Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 864.47' @ 12.18 hrs Surf.Area= 2,928 sf Storage= 8,845 cf Plug-Flow detention time= (not calculated: outflow precedes inflow) Center-of-Mass det. time= 349.0 min ( 1,150.7 - 801.7 ) Volume Invert Avail.Storage Storage Description #1A 860.00'4,029 cf 24.00'W x 122.00'L x 5.50'H Field A 16,104 cf Overall - 6,032 cf Embedded = 10,072 cf x 40.0% Voids #2A 860.50'6,032 cf CMP Round 48 x 24 Inside #1 Effective Size= 48.0"W x 48.0"H => 12.57 sf x 20.00'L = 251.3 cf Overall Size= 48.0"W x 48.0"H x 20.00'L 24 Chambers in 4 Rows #3 865.00'5,604 cf Custom Stage Data (Prismatic) Listed below (Recalc) 15,664 cf Total Available Storage Storage Group A created with Chamber Wizard Elevation Surf.Area Inc.Store Cum.Store (feet)(sq-ft)(cubic-feet)(cubic-feet) 865.00 944 0 0 866.00 1,449 1,197 1,197 867.00 2,054 1,752 2,948 868.00 3,257 2,656 5,604 Device Routing Invert Outlet Devices #1 Primary 862.78'24.0" Round Culvert L= 133.0' CPP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 862.78' / 862.10' S= 0.0051 '/' Cc= 0.900 n= 0.015 Corrugated PE, smooth interior, Flow Area= 3.14 sf #2 Discarded 860.00'0.800 in/hr Exfiltration over Surface area #3 Device 1 863.50'5.0' long Sharp-Crested Rectangular Weir 0 End Contraction(s) Discarded OutFlow Max=0.05 cfs @ 9.35 hrs HW=860.08' (Free Discharge) 2=Exfiltration (Exfiltration Controls 0.05 cfs) Primary OutFlow Max=9.61 cfs @ 12.18 hrs HW=864.46' TW=0.00' (Dynamic Tailwater) 1=Culvert (Barrel Controls 9.61 cfs @ 4.60 fps) 3=Sharp-Crested Rectangular Weir (Passes 9.61 cfs of 15.49 cfs potential flow) MSE 24-hr 3 10 YR Rainfall=4.27"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 57HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Pond BMP 3: WEST UG STORAGE Inflow Outflow Discarded Primary Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)13 12 11 10 9 8 7 6 5 4 3 2 1 0 Inflow Area=5.890 ac Peak Elev=864.47' Storage=8,845 cf 11.62 cfs 9.68 cfs 0.05 cfs 9.63 cfs Pond BMP 3: WEST UG STORAGE TotalDiscarded Primary Stage-Discharge Discharge (cfs) 242220181614121086420Elevation(feet)868 867 866 865 864 863 862 861 860 Exfiltration Culvert Sharp-Crested Rectangular Weir MSE 24-hr 3 10 YR Rainfall=4.27"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 58HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond BMP 3: WEST UG STORAGE Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 860.00 2,928 0 860.10 2,928 117 860.20 2,928 234 860.30 2,928 351 860.40 2,928 468 860.50 2,928 586 860.60 2,928 727 860.70 2,928 887 860.80 2,928 1,060 860.90 2,928 1,242 861.00 2,928 1,432 861.10 2,928 1,629 861.20 2,928 1,831 861.30 2,928 2,038 861.40 2,928 2,249 861.50 2,928 2,464 861.60 2,928 2,683 861.70 2,928 2,904 861.80 2,928 3,128 861.90 2,928 3,354 862.00 2,928 3,582 862.10 2,928 3,811 862.20 2,928 4,042 862.30 2,928 4,273 862.40 2,928 4,505 862.50 2,928 4,738 862.60 2,928 4,970 862.70 2,928 5,202 862.80 2,928 5,433 862.90 2,928 5,664 863.00 2,928 5,893 863.10 2,928 6,121 863.20 2,928 6,347 863.30 2,928 6,571 863.40 2,928 6,792 863.50 2,928 7,011 863.60 2,928 7,226 863.70 2,928 7,437 863.80 2,928 7,644 863.90 2,928 7,846 864.00 2,928 8,043 864.10 2,928 8,233 864.20 2,928 8,415 864.30 2,928 8,588 864.40 2,928 8,748 864.50 2,928 8,890 864.60 2,928 9,007 864.70 2,928 9,124 864.80 2,928 9,241 864.90 2,928 9,358 865.00 3,872 9,475 865.10 3,923 9,689 865.20 3,973 9,908 865.30 4,023 10,132 Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 865.40 4,074 10,362 865.50 4,125 10,596 865.60 4,175 10,718 865.70 4,226 10,845 865.80 4,276 10,978 865.90 4,326 11,115 866.00 4,377 11,257 866.10 4,438 11,405 866.20 4,498 11,559 866.30 4,558 11,719 866.40 4,619 11,885 866.50 4,680 12,057 866.60 4,740 12,236 866.70 4,801 12,420 866.80 4,861 12,610 866.90 4,921 12,806 867.00 4,982 13,009 867.10 5,102 13,220 867.20 5,223 13,444 867.30 5,343 13,679 867.40 5,463 13,927 867.50 5,584 14,186 867.60 5,704 14,458 867.70 5,824 14,741 867.80 5,944 15,037 867.90 6,065 15,345 868.00 6,185 15,664 MSE 24-hr 3 10 YR Rainfall=4.27"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 59HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Pond BMP 4: OnFrance MOB NW pond Inflow Area =1.260 ac, 72.22% Impervious, Inflow Depth = 2.98" for 10 YR event Inflow =6.46 cfs @ 12.14 hrs, Volume=0.313 af Outflow =0.53 cfs @ 12.89 hrs, Volume=0.313 af, Atten= 92%, Lag= 45.0 min Discarded =0.09 cfs @ 12.89 hrs, Volume=0.221 af Primary =0.44 cfs @ 12.89 hrs, Volume=0.092 af Routed to Reach 2R : (new Reach) Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 875.77' @ 12.89 hrs Surf.Area= 4,657 sf Storage= 8,094 cf Plug-Flow detention time= 638.1 min calculated for 0.313 af (100% of inflow) Center-of-Mass det. time= 638.3 min ( 1,426.0 - 787.7 ) Volume Invert Avail.Storage Storage Description #1 873.50'17,839 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet)(sq-ft)(cubic-feet)(cubic-feet) 873.50 2,530 0 0 875.50 4,359 6,889 6,889 877.50 6,591 10,950 17,839 Device Routing Invert Outlet Devices #1 Primary 874.70'15.0" Round Culvert L= 98.0' CPP, projecting, no headwall, Ke= 0.900 Inlet / Outlet Invert= 874.70' / 874.09' S= 0.0062 '/' Cc= 0.900 n= 0.011 PVC, smooth interior, Flow Area= 1.23 sf #2 Discarded 873.50'0.800 in/hr Exfiltration over Surface area #3 Device 1 876.75'4.0' long Sharp-Crested Rectangular Weir 0 End Contraction(s) #4 Device 1 875.30'6.0" Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads Discarded OutFlow Max=0.09 cfs @ 12.89 hrs HW=875.77' (Free Discharge) 2=Exfiltration (Exfiltration Controls 0.09 cfs) Primary OutFlow Max=0.44 cfs @ 12.89 hrs HW=875.77' TW=874.36' (Dynamic Tailwater) 1=Culvert (Passes 0.44 cfs of 3.10 cfs potential flow) 3=Sharp-Crested Rectangular Weir ( Controls 0.00 cfs) 4=Orifice/Grate (Orifice Controls 0.44 cfs @ 2.33 fps) MSE 24-hr 3 10 YR Rainfall=4.27"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 60HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Pond BMP 4: OnFrance MOB NW pond Inflow Outflow Discarded Primary Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)7 6 5 4 3 2 1 0 Inflow Area=1.260 ac Peak Elev=875.77' Storage=8,094 cf 6.46 cfs 0.53 cfs 0.09 cfs0.44 cfs Pond BMP 4: OnFrance MOB NW pond TotalDiscarded Primary Stage-Discharge Discharge (cfs) 76543210Elevation(feet)877 876 875 874 Exfiltration Initial Tailwater Culvert Sharp-Crested Rectangular Weir Orifice/Grate MSE 24-hr 3 10 YR Rainfall=4.27"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 61HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond BMP 4: OnFrance MOB NW pond Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 873.50 2,530 0 873.55 2,576 128 873.60 2,621 258 873.65 2,667 390 873.70 2,713 524 873.75 2,759 661 873.80 2,804 800 873.85 2,850 942 873.90 2,896 1,085 873.95 2,942 1,231 874.00 2,987 1,379 874.05 3,033 1,530 874.10 3,079 1,683 874.15 3,124 1,838 874.20 3,170 1,995 874.25 3,216 2,155 874.30 3,262 2,317 874.35 3,307 2,481 874.40 3,353 2,647 874.45 3,399 2,816 874.50 3,445 2,987 874.55 3,490 3,161 874.60 3,536 3,336 874.65 3,582 3,514 874.70 3,627 3,694 874.75 3,673 3,877 874.80 3,719 4,062 874.85 3,765 4,249 874.90 3,810 4,438 874.95 3,856 4,630 875.00 3,902 4,824 875.05 3,947 5,020 875.10 3,993 5,219 875.15 4,039 5,419 875.20 4,085 5,622 875.25 4,130 5,828 875.30 4,176 6,035 875.35 4,222 6,245 875.40 4,268 6,458 875.45 4,313 6,672 875.50 4,359 6,889 875.55 4,415 7,108 875.60 4,471 7,330 875.65 4,526 7,555 875.70 4,582 7,783 875.75 4,638 8,014 875.80 4,694 8,247 875.85 4,750 8,483 875.90 4,805 8,722 875.95 4,861 8,964 876.00 4,917 9,208 876.05 4,973 9,455 876.10 5,029 9,705 876.15 5,084 9,958 Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 876.20 5,140 10,214 876.25 5,196 10,472 876.30 5,252 10,733 876.35 5,308 10,997 876.40 5,363 11,264 876.45 5,419 11,534 876.50 5,475 11,806 876.55 5,531 12,081 876.60 5,587 12,359 876.65 5,642 12,640 876.70 5,698 12,923 876.75 5,754 13,210 876.80 5,810 13,499 876.85 5,866 13,791 876.90 5,921 14,085 876.95 5,977 14,383 877.00 6,033 14,683 877.05 6,089 14,986 877.10 6,145 15,292 877.15 6,200 15,601 877.20 6,256 15,912 877.25 6,312 16,226 877.30 6,368 16,543 877.35 6,424 16,863 877.40 6,479 17,185 877.45 6,535 17,511 877.50 6,591 17,839 MSE 24-hr 3 10 YR Rainfall=4.27"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 62HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Link 1L: To South Inflow Area =5.290 ac, 86.96% Impervious, Inflow Depth = 3.49" for 10 YR event Inflow =30.29 cfs @ 12.14 hrs, Volume=1.538 af Primary =30.29 cfs @ 12.14 hrs, Volume=1.538 af, Atten= 0%, Lag= 0.0 min Routed to Link 14L : TOTAL Primary outflow = Inflow, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Link 1L: To South Inflow Primary Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Inflow Area=5.290 ac 30.29 cfs 30.29 cfs MSE 24-hr 3 10 YR Rainfall=4.27"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 63HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Link 2L: To North Inflow Area =9.430 ac, 63.10% Impervious, Inflow Depth = 2.61" for 10 YR event Inflow =43.24 cfs @ 12.14 hrs, Volume=2.051 af Primary =43.24 cfs @ 12.14 hrs, Volume=2.051 af, Atten= 0%, Lag= 0.0 min Routed to Link 14L : TOTAL Primary outflow = Inflow, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Link 2L: To North Inflow Primary Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)45 40 35 30 25 20 15 10 5 0 Inflow Area=9.430 ac 43.24 cfs 43.24 cfs MSE 24-hr 3 10 YR Rainfall=4.27"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 64HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Link 13L: To West Inflow Area =6.960 ac, 76.44% Impervious, Inflow Depth = 1.51" for 10 YR event Inflow =14.64 cfs @ 12.17 hrs, Volume=0.877 af Primary =14.64 cfs @ 12.17 hrs, Volume=0.877 af, Atten= 0%, Lag= 0.0 min Routed to Link 14L : TOTAL Primary outflow = Inflow, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Link 13L: To West Inflow Primary Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 Inflow Area=6.960 ac 14.64 cfs 14.64 cfs MSE 24-hr 3 10 YR Rainfall=4.27"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 65HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Link 14L: TOTAL Inflow Area =21.680 ac, 73.20% Impervious, Inflow Depth = 2.47" for 10 YR event Inflow =87.49 cfs @ 12.15 hrs, Volume=4.467 af Primary =87.49 cfs @ 12.15 hrs, Volume=4.467 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Link 14L: TOTAL Inflow Primary Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 Inflow Area=21.680 ac 87.49 cfs 87.49 cfs MSE 24-hr 3 100 YR Rainfall=7.49"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 66HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment DA-1: Bank of America Runoff =1.49 cfs @ 12.14 hrs, Volume=0.080 af, Depth= 6.89" Routed to Link 1L : To South Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 100 YR Rainfall=7.49" Area (ac) CN Description 0.010 61 >75% Grass cover, Good, HSG B 0.130 98 Paved parking, HSG D 0.140 95 Weighted Average 0.010 7.14% Pervious Area 0.130 92.86% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet)(ft/ft) (ft/sec)(cfs) 7.0 Direct Entry, Subcatchment DA-1: Bank of America Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)1 0 MSE 24-hr 3 100 YR Rainfall=7.49" Runoff Area=0.140 ac Runoff Volume=0.080 af Runoff Depth=6.89" Tc=7.0 min CN=95 1.49 cfs MSE 24-hr 3 100 YR Rainfall=7.49"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 67HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment DA-2: Remaining Drainage to South Runoff =54.06 cfs @ 12.14 hrs, Volume=2.857 af, Depth= 6.66" Routed to Link 1L : To South Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 100 YR Rainfall=7.49" Area (ac) CN Description 0.680 61 >75% Grass cover, Good, HSG B 4.470 98 Paved parking, HSG D 5.150 93 Weighted Average 0.680 13.20% Pervious Area 4.470 86.80% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet)(ft/ft) (ft/sec)(cfs) 7.0 Direct Entry, Subcatchment DA-2: Remaining Drainage to South Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)60 55 50 45 40 35 30 25 20 15 10 5 0 MSE 24-hr 3 100 YR Rainfall=7.49" Runoff Area=5.150 ac Runoff Volume=2.857 af Runoff Depth=6.66" Tc=7.0 min CN=93 54.06 cfs MSE 24-hr 3 100 YR Rainfall=7.49"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 68HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment DA-3: WEST SITE Runoff =10.82 cfs @ 12.14 hrs, Volume=0.552 af, Depth= 6.19" Routed to Link 13L : To West Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 100 YR Rainfall=7.49" Area (ac) CN Description 0.800 98 Roofs, HSG D 0.270 61 >75% Grass cover, Good, HSG B 1.070 89 Weighted Average 0.270 25.23% Pervious Area 0.800 74.77% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet)(ft/ft) (ft/sec)(cfs) 7.0 Direct Entry, Subcatchment DA-3: WEST SITE Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)12 11 10 9 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 100 YR Rainfall=7.49" Runoff Area=1.070 ac Runoff Volume=0.552 af Runoff Depth=6.19" Tc=7.0 min CN=89 10.82 cfs MSE 24-hr 3 100 YR Rainfall=7.49"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 69HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment DA-3A: PARKING GARAGE AND WALKWAY Runoff =21.55 cfs @ 12.14 hrs, Volume=1.128 af, Depth= 6.54" Routed to Pond BMP 3 : WEST UG STORAGE Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 100 YR Rainfall=7.49" Area (ac) CN Description 1.720 98 Paved parking, HSG D 0.350 61 >75% Grass cover, Good, HSG B 2.070 92 Weighted Average 0.350 16.91% Pervious Area 1.720 83.09% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet)(ft/ft) (ft/sec)(cfs) 7.0 Direct Entry, Subcatchment DA-3A: PARKING GARAGE AND WALKWAY Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 100 YR Rainfall=7.49" Runoff Area=2.070 ac Runoff Volume=1.128 af Runoff Depth=6.54" Tc=7.0 min CN=92 21.55 cfs MSE 24-hr 3 100 YR Rainfall=7.49"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 70HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment DA-3B: MOB Runoff =12.60 cfs @ 12.14 hrs, Volume=0.637 af, Depth= 6.07" Routed to Pond BMP 4 : OnFrance MOB NW pond Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 100 YR Rainfall=7.49" Area (ac) CN Description 0.910 98 Roofs, HSG D 0.350 61 >75% Grass cover, Good, HSG B 1.260 88 Weighted Average 0.350 27.78% Pervious Area 0.910 72.22% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet)(ft/ft) (ft/sec)(cfs) 7.0 Direct Entry, Subcatchment DA-3B: MOB Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 100 YR Rainfall=7.49" Runoff Area=1.260 ac Runoff Volume=0.637 af Runoff Depth=6.07" Tc=7.0 min CN=88 12.60 cfs MSE 24-hr 3 100 YR Rainfall=7.49"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 71HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment DA-3C: EAST PARKING Runoff =16.59 cfs @ 12.14 hrs, Volume=0.834 af, Depth= 5.95" Routed to Pond BMP 2 : EAST PARKING LOT STORAGE Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 100 YR Rainfall=7.49" Area (ac) CN Description 1.160 98 Paved parking, HSG D 0.520 61 >75% Grass cover, Good, HSG B 1.680 87 Weighted Average 0.520 30.95% Pervious Area 1.160 69.05% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet)(ft/ft) (ft/sec)(cfs) 7.0 Direct Entry, Subcatchment DA-3C: EAST PARKING Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 100 YR Rainfall=7.49" Runoff Area=1.680 ac Runoff Volume=0.834 af Runoff Depth=5.95" Tc=7.0 min CN=87 16.59 cfs MSE 24-hr 3 100 YR Rainfall=7.49"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 72HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment DA-3D: RESTAURANT Runoff =9.16 cfs @ 12.14 hrs, Volume=0.480 af, Depth= 6.54" Routed to Pond BMP 1 : RESTAURANT PARKING UG STORAGE Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 100 YR Rainfall=7.49" Area (ac) CN Description 0.730 98 Paved parking, HSG D 0.150 61 >75% Grass cover, Good, HSG B 0.880 92 Weighted Average 0.150 17.05% Pervious Area 0.730 82.95% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet)(ft/ft) (ft/sec)(cfs) 7.0 Direct Entry, Subcatchment DA-3D: RESTAURANT Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)10 9 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 100 YR Rainfall=7.49" Runoff Area=0.880 ac Runoff Volume=0.480 af Runoff Depth=6.54" Tc=7.0 min CN=92 9.16 cfs MSE 24-hr 3 100 YR Rainfall=7.49"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 73HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment DA-4: Remaining Drainage to North Runoff =89.38 cfs @ 12.14 hrs, Volume=4.406 af, Depth= 5.61" Routed to Link 2L : To North Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs MSE 24-hr 3 100 YR Rainfall=7.49" Area (ac) CN Description 3.480 61 >75% Grass cover, Good, HSG B *5.950 98 Paved parking, HSG D 9.430 84 Weighted Average 3.480 36.90% Pervious Area 5.950 63.10% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet)(ft/ft) (ft/sec)(cfs) 7.0 Direct Entry, Subcatchment DA-4: Remaining Drainage to North Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)100 95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 MSE 24-hr 3 100 YR Rainfall=7.49" Runoff Area=9.430 ac Runoff Volume=4.406 af Runoff Depth=5.61" Tc=7.0 min CN=84 89.38 cfs MSE 24-hr 3 100 YR Rainfall=7.49"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 74HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Reach 1R: (new Reach) Inflow Area =3.820 ac, 73.30% Impervious, Inflow Depth = 3.68" for 100 YR event Inflow =18.57 cfs @ 12.20 hrs, Volume=1.172 af Outflow =18.49 cfs @ 12.21 hrs, Volume=1.172 af, Atten= 0%, Lag= 0.4 min Routed to Pond BMP 3 : WEST UG STORAGE Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / 3 Max. Velocity= 9.18 fps, Min. Travel Time= 0.5 min Avg. Velocity = 3.28 fps, Avg. Travel Time= 1.3 min Peak Storage= 515 cf @ 12.21 hrs Average Depth at Peak Storage= 1.22' , Surface Width= 1.95' Bank-Full Depth= 2.00' Flow Area= 3.1 sf, Capacity= 26.73 cfs 24.0" Round Pipe n= 0.015 Corrugated PE, smooth interior Length= 256.0' Slope= 0.0186 '/' Inlet Invert= 868.59', Outlet Invert= 863.83' Reach 1R: (new Reach) Inflow Outflow Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 Inflow Area=3.820 ac Avg. Flow Depth=1.22' Max Vel=9.18 fps 24.0" Round Pipe n=0.015 L=256.0' S=0.0186 '/' Capacity=26.73 cfs 18.57 cfs 18.49 cfs MSE 24-hr 3 100 YR Rainfall=7.49"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 75HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Reach 1R: (new Reach) Primary Stage-Discharge Discharge (cfs) 2826242220181614121086420Depth(feet)2 1 0 MSE 24-hr 3 100 YR Rainfall=7.49"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 76HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Stage-Area-Storage for Reach 1R: (new Reach) Elevation (feet) End-Area (sq-ft) Storage (cubic-feet) 868.59 0.0 0 868.61 0.0 1 868.63 0.0 4 868.65 0.0 7 868.67 0.0 11 868.69 0.1 15 868.71 0.1 20 868.73 0.1 25 868.75 0.1 30 868.77 0.1 36 868.79 0.2 42 868.81 0.2 48 868.83 0.2 55 868.85 0.2 61 868.87 0.3 68 868.89 0.3 76 868.91 0.3 83 868.93 0.4 91 868.95 0.4 98 868.97 0.4 106 868.99 0.4 115 869.01 0.5 123 869.03 0.5 131 869.05 0.5 140 869.07 0.6 148 869.09 0.6 157 869.11 0.6 166 869.13 0.7 175 869.15 0.7 184 869.17 0.8 194 869.19 0.8 203 869.21 0.8 212 869.23 0.9 222 869.25 0.9 231 869.27 0.9 241 869.29 1.0 251 869.31 1.0 261 869.33 1.1 271 869.35 1.1 280 869.37 1.1 290 869.39 1.2 300 869.41 1.2 310 869.43 1.3 321 869.45 1.3 331 869.47 1.3 341 869.49 1.4 351 869.51 1.4 361 869.53 1.5 371 869.55 1.5 382 869.57 1.5 392 869.59 1.6 402 869.61 1.6 412 869.63 1.7 423 869.65 1.7 433 Elevation (feet) End-Area (sq-ft) Storage (cubic-feet) 869.67 1.7 443 869.69 1.8 453 869.71 1.8 463 869.73 1.8 474 869.75 1.9 484 869.77 1.9 494 869.79 2.0 504 869.81 2.0 514 869.83 2.0 524 869.85 2.1 534 869.87 2.1 544 869.89 2.2 553 869.91 2.2 563 869.93 2.2 573 869.95 2.3 582 869.97 2.3 592 869.99 2.3 601 870.01 2.4 611 870.03 2.4 620 870.05 2.5 629 870.07 2.5 638 870.09 2.5 647 870.11 2.6 656 870.13 2.6 665 870.15 2.6 673 870.17 2.7 681 870.19 2.7 690 870.21 2.7 698 870.23 2.8 706 870.25 2.8 714 870.27 2.8 721 870.29 2.8 729 870.31 2.9 736 870.33 2.9 743 870.35 2.9 750 870.37 3.0 756 870.39 3.0 762 870.41 3.0 768 870.43 3.0 774 870.45 3.0 779 870.47 3.1 785 870.49 3.1 789 870.51 3.1 793 870.53 3.1 797 870.55 3.1 800 870.57 3.1 803 870.59 3.1 804 MSE 24-hr 3 100 YR Rainfall=7.49"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 77HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Reach 2R: (new Reach) Inflow Area =1.260 ac, 72.22% Impervious, Inflow Depth = 3.70" for 100 YR event Inflow =2.86 cfs @ 12.38 hrs, Volume=0.388 af Outflow =2.84 cfs @ 12.41 hrs, Volume=0.388 af, Atten= 1%, Lag= 1.4 min Routed to Pond BMP 2 : EAST PARKING LOT STORAGE Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / 3 Max. Velocity= 3.53 fps, Min. Travel Time= 1.7 min Avg. Velocity = 1.50 fps, Avg. Travel Time= 4.0 min Peak Storage= 289 cf @ 12.41 hrs Average Depth at Peak Storage= 0.70' , Surface Width= 1.50' Bank-Full Depth= 1.50' Flow Area= 1.8 sf, Capacity= 6.45 cfs 18.0" Round Pipe n= 0.015 Corrugated PE, smooth interior Length= 359.0' Slope= 0.0050 '/' Inlet Invert= 874.09', Outlet Invert= 872.29' Reach 2R: (new Reach) Inflow Outflow Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)3 2 1 0 Inflow Area=1.260 ac Avg. Flow Depth=0.70' Max Vel=3.53 fps 18.0" Round Pipe n=0.015 L=359.0' S=0.0050 '/' Capacity=6.45 cfs 2.86 cfs 2.84 cfs MSE 24-hr 3 100 YR Rainfall=7.49"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 78HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Reach 2R: (new Reach) Primary Stage-Discharge Discharge (cfs) 6543210Depth(feet)1 0 MSE 24-hr 3 100 YR Rainfall=7.49"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 79HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Stage-Area-Storage for Reach 2R: (new Reach) Elevation (feet) End-Area (sq-ft) Storage (cubic-feet) 874.09 0.0 0 874.11 0.0 2 874.13 0.0 5 874.15 0.0 9 874.17 0.0 13 874.19 0.1 18 874.21 0.1 24 874.23 0.1 30 874.25 0.1 36 874.27 0.1 43 874.29 0.1 50 874.31 0.2 58 874.33 0.2 66 874.35 0.2 74 874.37 0.2 82 874.39 0.3 90 874.41 0.3 99 874.43 0.3 108 874.45 0.3 117 874.47 0.4 126 874.49 0.4 136 874.51 0.4 145 874.53 0.4 155 874.55 0.5 165 874.57 0.5 175 874.59 0.5 185 874.61 0.5 195 874.63 0.6 206 874.65 0.6 216 874.67 0.6 226 874.69 0.7 237 874.71 0.7 248 874.73 0.7 258 874.75 0.7 269 874.77 0.8 280 874.79 0.8 290 874.81 0.8 301 874.83 0.9 312 874.85 0.9 323 874.87 0.9 333 874.89 1.0 344 874.91 1.0 355 874.93 1.0 366 874.95 1.0 376 874.97 1.1 387 874.99 1.1 397 875.01 1.1 408 875.03 1.2 418 875.05 1.2 429 875.07 1.2 439 875.09 1.3 449 875.11 1.3 459 875.13 1.3 469 875.15 1.3 479 Elevation (feet) End-Area (sq-ft) Storage (cubic-feet) 875.17 1.4 489 875.19 1.4 499 875.21 1.4 508 875.23 1.4 517 875.25 1.5 526 875.27 1.5 535 875.29 1.5 544 875.31 1.5 553 875.33 1.6 561 875.35 1.6 569 875.37 1.6 577 875.39 1.6 584 875.41 1.6 591 875.43 1.7 598 875.45 1.7 605 875.47 1.7 611 875.49 1.7 616 875.51 1.7 621 875.53 1.7 626 875.55 1.8 630 875.57 1.8 633 875.59 1.8 634 MSE 24-hr 3 100 YR Rainfall=7.49"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 80HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Pond BMP 1: RESTAURANT PARKING UG STORAGE Inflow Area =0.880 ac, 82.95% Impervious, Inflow Depth = 6.54" for 100 YR event Inflow =9.16 cfs @ 12.14 hrs, Volume=0.480 af Outflow =6.41 cfs @ 12.20 hrs, Volume=0.480 af, Atten= 30%, Lag= 3.5 min Discarded =0.03 cfs @ 6.83 hrs, Volume=0.112 af Primary =6.38 cfs @ 12.20 hrs, Volume=0.368 af Routed to Pond BMP 2 : EAST PARKING LOT STORAGE Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 874.62' @ 12.20 hrs Surf.Area= 1,488 sf Storage= 5,157 cf Plug-Flow detention time= (not calculated: outflow precedes inflow) Center-of-Mass det. time= 258.7 min ( 1,022.6 - 763.9 ) Volume Invert Avail.Storage Storage Description #1A 869.00'2,266 cf 24.00'W x 62.00'L x 5.83'H Field A 8,680 cf Overall - 3,016 cf Embedded = 5,664 cf x 40.0% Voids #2A 869.50'3,016 cf CMP Round 48 x 12 Inside #1 Effective Size= 48.0"W x 48.0"H => 12.57 sf x 20.00'L = 251.3 cf Overall Size= 48.0"W x 48.0"H x 20.00'L 12 Chambers in 4 Rows 5,282 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Primary 871.50'18.0" Round Culvert L= 45.0' CPP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 871.50' / 871.50' S= 0.0000 '/' Cc= 0.900 n= 0.012 Corrugated PP, smooth interior, Flow Area= 1.77 sf #2 Discarded 869.00'0.800 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.03 cfs @ 6.83 hrs HW=869.06' (Free Discharge) 2=Exfiltration (Exfiltration Controls 0.03 cfs) Primary OutFlow Max=6.37 cfs @ 12.20 hrs HW=874.62' TW=874.06' (Dynamic Tailwater) 1=Culvert (Inlet Controls 6.37 cfs @ 3.61 fps) MSE 24-hr 3 100 YR Rainfall=7.49"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 81HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Pond BMP 1: RESTAURANT PARKING UG STORAGE Inflow Outflow Discarded Primary Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)10 9 8 7 6 5 4 3 2 1 0 Inflow Area=0.880 ac Peak Elev=874.62' Storage=5,157 cf 9.16 cfs 6.41 cfs 0.03 cfs 6.38 cfs Pond BMP 1: RESTAURANT PARKING UG STORAGE TotalDiscarded Primary Stage-Discharge Discharge (cfs) 1211109876543210Elevation(feet)874 873 872 871 870 869 Exfiltration Initial Tailwater Culvert MSE 24-hr 3 100 YR Rainfall=7.49"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 82HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond BMP 1: RESTAURANT PARKING UG STORAGE Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 869.00 1,488 0 869.10 1,488 60 869.20 1,488 119 869.30 1,488 179 869.40 1,488 238 869.50 1,488 298 869.60 1,488 369 869.70 1,488 450 869.80 1,488 538 869.90 1,488 630 870.00 1,488 726 870.10 1,488 825 870.20 1,488 927 870.30 1,488 1,031 870.40 1,488 1,138 870.50 1,488 1,247 870.60 1,488 1,357 870.70 1,488 1,468 870.80 1,488 1,581 870.90 1,488 1,695 871.00 1,488 1,810 871.10 1,488 1,926 871.20 1,488 2,042 871.30 1,488 2,159 871.40 1,488 2,276 871.50 1,488 2,393 871.60 1,488 2,510 871.70 1,488 2,627 871.80 1,488 2,743 871.90 1,488 2,860 872.00 1,488 2,975 872.10 1,488 3,090 872.20 1,488 3,204 872.30 1,488 3,317 872.40 1,488 3,429 872.50 1,488 3,539 872.60 1,488 3,648 872.70 1,488 3,754 872.80 1,488 3,859 872.90 1,488 3,961 873.00 1,488 4,060 873.10 1,488 4,156 873.20 1,488 4,248 873.30 1,488 4,335 873.40 1,488 4,416 873.50 1,488 4,488 873.60 1,488 4,547 873.70 1,488 4,607 873.80 1,488 4,667 873.90 1,488 4,726 874.00 1,488 4,786 874.10 1,488 4,845 874.20 1,488 4,905 874.30 1,488 4,964 Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 874.40 1,488 5,024 874.50 1,488 5,083 874.60 1,488 5,143 874.70 1,488 5,202 874.80 1,488 5,262 MSE 24-hr 3 100 YR Rainfall=7.49"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 83HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Pond BMP 2: EAST PARKING LOT STORAGE Inflow Area =3.820 ac, 73.30% Impervious, Inflow Depth = 4.99" for 100 YR event Inflow =22.91 cfs @ 12.14 hrs, Volume=1.589 af Outflow =18.68 cfs @ 12.20 hrs, Volume=1.589 af, Atten= 18%, Lag= 3.7 min Discarded =0.11 cfs @ 9.54 hrs, Volume=0.417 af Primary =18.57 cfs @ 12.20 hrs, Volume=1.172 af Routed to Reach 1R : (new Reach) Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 874.06' @ 12.20 hrs Surf.Area= 5,808 sf Storage= 19,003 cf Plug-Flow detention time= (not calculated: outflow precedes inflow) Center-of-Mass det. time= 296.7 min ( 1,095.8 - 799.1 ) Volume Invert Avail.Storage Storage Description #1A 869.00'7,952 cf 24.00'W x 242.00'L x 5.50'H Field A 31,944 cf Overall - 12,064 cf Embedded = 19,880 cf x 40.0% Voids #2A 869.50'12,064 cf CMP Round 48 x 48 Inside #1 Effective Size= 48.0"W x 48.0"H => 12.57 sf x 20.00'L = 251.3 cf Overall Size= 48.0"W x 48.0"H x 20.00'L 48 Chambers in 4 Rows 20,016 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Primary 871.00'24.0" Round Culvert L= 151.0' CPP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 871.00' / 869.59' S= 0.0093 '/' Cc= 0.900 n= 0.015 Corrugated PE, smooth interior, Flow Area= 3.14 sf #2 Discarded 869.00'0.800 in/hr Exfiltration over Surface area #3 Device 1 873.00'4.0' long Sharp-Crested Rectangular Weir 0 End Contraction(s) #4 Device 1 872.00'12.0" W x 8.0" H Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads Discarded OutFlow Max=0.11 cfs @ 9.54 hrs HW=869.06' (Free Discharge) 2=Exfiltration (Exfiltration Controls 0.11 cfs) Primary OutFlow Max=18.52 cfs @ 12.20 hrs HW=874.06' TW=869.81' (Dynamic Tailwater) 1=Culvert (Passes 18.52 cfs of 19.80 cfs potential flow) 3=Sharp-Crested Rectangular Weir (Weir Controls 14.30 cfs @ 3.37 fps) 4=Orifice/Grate (Orifice Controls 4.21 cfs @ 6.32 fps) MSE 24-hr 3 100 YR Rainfall=7.49"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 84HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Pond BMP 2: EAST PARKING LOT STORAGE Inflow Outflow Discarded Primary Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)24 22 20 18 16 14 12 10 8 6 4 2 0 Inflow Area=3.820 ac Peak Elev=874.06' Storage=19,003 cf 22.91 cfs 18.68 cfs 0.11 cfs 18.57 cfs Pond BMP 2: EAST PARKING LOT STORAGE TotalDiscarded Primary Stage-Discharge Discharge (cfs) 20181614121086420Elevation(feet)874 873 872 871 870 869 Exfiltration Culvert Sharp-Crested Rectangular Weir Orifice/Grate MSE 24-hr 3 100 YR Rainfall=7.49"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 85HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond BMP 2: EAST PARKING LOT STORAGE Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 869.00 5,808 0 869.10 5,808 232 869.20 5,808 465 869.30 5,808 697 869.40 5,808 929 869.50 5,808 1,162 869.60 5,808 1,442 869.70 5,808 1,762 869.80 5,808 2,105 869.90 5,808 2,468 870.00 5,808 2,845 870.10 5,808 3,236 870.20 5,808 3,639 870.30 5,808 4,051 870.40 5,808 4,472 870.50 5,808 4,900 870.60 5,808 5,335 870.70 5,808 5,776 870.80 5,808 6,222 870.90 5,808 6,672 871.00 5,808 7,126 871.10 5,808 7,582 871.20 5,808 8,042 871.30 5,808 8,502 871.40 5,808 8,964 871.50 5,808 9,427 871.60 5,808 9,890 871.70 5,808 10,352 871.80 5,808 10,813 871.90 5,808 11,272 872.00 5,808 11,729 872.10 5,808 12,182 872.20 5,808 12,633 872.30 5,808 13,078 872.40 5,808 13,519 872.50 5,808 13,954 872.60 5,808 14,383 872.70 5,808 14,804 872.80 5,808 15,216 872.90 5,808 15,618 873.00 5,808 16,009 873.10 5,808 16,387 873.20 5,808 16,749 873.30 5,808 17,093 873.40 5,808 17,412 873.50 5,808 17,693 873.60 5,808 17,925 873.70 5,808 18,157 873.80 5,808 18,390 873.90 5,808 18,622 874.00 5,808 18,854 874.10 5,808 19,087 874.20 5,808 19,319 874.30 5,808 19,551 Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 874.40 5,808 19,784 874.50 5,808 20,016 MSE 24-hr 3 100 YR Rainfall=7.49"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 86HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Pond BMP 3: WEST UG STORAGE Inflow Area =5.890 ac, 76.74% Impervious, Inflow Depth = 4.69" for 100 YR event Inflow =34.35 cfs @ 12.18 hrs, Volume=2.300 af Outflow =24.71 cfs @ 12.27 hrs, Volume=2.300 af, Atten= 28%, Lag= 4.9 min Discarded =0.11 cfs @ 12.27 hrs, Volume=0.249 af Primary =24.61 cfs @ 12.27 hrs, Volume=2.051 af Routed to Link 13L : To West Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 867.63' @ 12.27 hrs Surf.Area= 5,742 sf Storage= 14,546 cf Plug-Flow detention time= 136.6 min calculated for 2.300 af (100% of inflow) Center-of-Mass det. time= 136.9 min ( 934.0 - 797.1 ) Volume Invert Avail.Storage Storage Description #1A 860.00'4,029 cf 24.00'W x 122.00'L x 5.50'H Field A 16,104 cf Overall - 6,032 cf Embedded = 10,072 cf x 40.0% Voids #2A 860.50'6,032 cf CMP Round 48 x 24 Inside #1 Effective Size= 48.0"W x 48.0"H => 12.57 sf x 20.00'L = 251.3 cf Overall Size= 48.0"W x 48.0"H x 20.00'L 24 Chambers in 4 Rows #3 865.00'5,604 cf Custom Stage Data (Prismatic) Listed below (Recalc) 15,664 cf Total Available Storage Storage Group A created with Chamber Wizard Elevation Surf.Area Inc.Store Cum.Store (feet)(sq-ft)(cubic-feet)(cubic-feet) 865.00 944 0 0 866.00 1,449 1,197 1,197 867.00 2,054 1,752 2,948 868.00 3,257 2,656 5,604 Device Routing Invert Outlet Devices #1 Primary 862.78'24.0" Round Culvert L= 133.0' CPP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 862.78' / 862.10' S= 0.0051 '/' Cc= 0.900 n= 0.015 Corrugated PE, smooth interior, Flow Area= 3.14 sf #2 Discarded 860.00'0.800 in/hr Exfiltration over Surface area #3 Device 1 863.50'5.0' long Sharp-Crested Rectangular Weir 0 End Contraction(s) Discarded OutFlow Max=0.11 cfs @ 12.27 hrs HW=867.63' (Free Discharge) 2=Exfiltration (Exfiltration Controls 0.11 cfs) Primary OutFlow Max=24.60 cfs @ 12.27 hrs HW=867.63' TW=0.00' (Dynamic Tailwater) 1=Culvert (Barrel Controls 24.60 cfs @ 7.83 fps) 3=Sharp-Crested Rectangular Weir (Passes 24.60 cfs of 137.22 cfs potential flow) MSE 24-hr 3 100 YR Rainfall=7.49"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 87HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Pond BMP 3: WEST UG STORAGE Inflow Outflow Discarded Primary Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Inflow Area=5.890 ac Peak Elev=867.63' Storage=14,546 cf 34.35 cfs 24.71 cfs 0.11 cfs 24.61 cfs Pond BMP 3: WEST UG STORAGE TotalDiscarded Primary Stage-Discharge Discharge (cfs) 242220181614121086420Elevation(feet)868 867 866 865 864 863 862 861 860 Exfiltration Culvert Sharp-Crested Rectangular Weir MSE 24-hr 3 100 YR Rainfall=7.49"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 88HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond BMP 3: WEST UG STORAGE Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 860.00 2,928 0 860.10 2,928 117 860.20 2,928 234 860.30 2,928 351 860.40 2,928 468 860.50 2,928 586 860.60 2,928 727 860.70 2,928 887 860.80 2,928 1,060 860.90 2,928 1,242 861.00 2,928 1,432 861.10 2,928 1,629 861.20 2,928 1,831 861.30 2,928 2,038 861.40 2,928 2,249 861.50 2,928 2,464 861.60 2,928 2,683 861.70 2,928 2,904 861.80 2,928 3,128 861.90 2,928 3,354 862.00 2,928 3,582 862.10 2,928 3,811 862.20 2,928 4,042 862.30 2,928 4,273 862.40 2,928 4,505 862.50 2,928 4,738 862.60 2,928 4,970 862.70 2,928 5,202 862.80 2,928 5,433 862.90 2,928 5,664 863.00 2,928 5,893 863.10 2,928 6,121 863.20 2,928 6,347 863.30 2,928 6,571 863.40 2,928 6,792 863.50 2,928 7,011 863.60 2,928 7,226 863.70 2,928 7,437 863.80 2,928 7,644 863.90 2,928 7,846 864.00 2,928 8,043 864.10 2,928 8,233 864.20 2,928 8,415 864.30 2,928 8,588 864.40 2,928 8,748 864.50 2,928 8,890 864.60 2,928 9,007 864.70 2,928 9,124 864.80 2,928 9,241 864.90 2,928 9,358 865.00 3,872 9,475 865.10 3,923 9,689 865.20 3,973 9,908 865.30 4,023 10,132 Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 865.40 4,074 10,362 865.50 4,125 10,596 865.60 4,175 10,718 865.70 4,226 10,845 865.80 4,276 10,978 865.90 4,326 11,115 866.00 4,377 11,257 866.10 4,438 11,405 866.20 4,498 11,559 866.30 4,558 11,719 866.40 4,619 11,885 866.50 4,680 12,057 866.60 4,740 12,236 866.70 4,801 12,420 866.80 4,861 12,610 866.90 4,921 12,806 867.00 4,982 13,009 867.10 5,102 13,220 867.20 5,223 13,444 867.30 5,343 13,679 867.40 5,463 13,927 867.50 5,584 14,186 867.60 5,704 14,458 867.70 5,824 14,741 867.80 5,944 15,037 867.90 6,065 15,345 868.00 6,185 15,664 MSE 24-hr 3 100 YR Rainfall=7.49"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 89HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Pond BMP 4: OnFrance MOB NW pond Inflow Area =1.260 ac, 72.22% Impervious, Inflow Depth = 6.07" for 100 YR event Inflow =12.60 cfs @ 12.14 hrs, Volume=0.637 af Outflow =2.97 cfs @ 12.38 hrs, Volume=0.637 af, Atten= 76%, Lag= 14.6 min Discarded =0.11 cfs @ 12.38 hrs, Volume=0.249 af Primary =2.86 cfs @ 12.38 hrs, Volume=0.388 af Routed to Reach 2R : (new Reach) Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 877.01' @ 12.38 hrs Surf.Area= 6,042 sf Storage= 14,734 cf Plug-Flow detention time= (not calculated: outflow precedes inflow) Center-of-Mass det. time= 385.2 min ( 1,158.9 - 773.7 ) Volume Invert Avail.Storage Storage Description #1 873.50'17,839 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet)(sq-ft)(cubic-feet)(cubic-feet) 873.50 2,530 0 0 875.50 4,359 6,889 6,889 877.50 6,591 10,950 17,839 Device Routing Invert Outlet Devices #1 Primary 874.70'15.0" Round Culvert L= 98.0' CPP, projecting, no headwall, Ke= 0.900 Inlet / Outlet Invert= 874.70' / 874.09' S= 0.0062 '/' Cc= 0.900 n= 0.011 PVC, smooth interior, Flow Area= 1.23 sf #2 Discarded 873.50'0.800 in/hr Exfiltration over Surface area #3 Device 1 876.75'4.0' long Sharp-Crested Rectangular Weir 0 End Contraction(s) #4 Device 1 875.30'6.0" Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads Discarded OutFlow Max=0.11 cfs @ 12.38 hrs HW=877.01' (Free Discharge) 2=Exfiltration (Exfiltration Controls 0.11 cfs) Primary OutFlow Max=2.86 cfs @ 12.38 hrs HW=877.01' TW=874.78' (Dynamic Tailwater) 1=Culvert (Passes 2.86 cfs of 6.05 cfs potential flow) 3=Sharp-Crested Rectangular Weir (Weir Controls 1.72 cfs @ 1.66 fps) 4=Orifice/Grate (Orifice Controls 1.14 cfs @ 5.81 fps) MSE 24-hr 3 100 YR Rainfall=7.49"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 90HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Pond BMP 4: OnFrance MOB NW pond Inflow Outflow Discarded Primary Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 Inflow Area=1.260 ac Peak Elev=877.01' Storage=14,734 cf 12.60 cfs 2.97 cfs 0.11 cfs 2.86 cfs Pond BMP 4: OnFrance MOB NW pond TotalDiscarded Primary Stage-Discharge Discharge (cfs) 76543210Elevation(feet)877 876 875 874 Exfiltration Initial Tailwater Culvert Sharp-Crested Rectangular Weir Orifice/Grate MSE 24-hr 3 100 YR Rainfall=7.49"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 91HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond BMP 4: OnFrance MOB NW pond Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 873.50 2,530 0 873.55 2,576 128 873.60 2,621 258 873.65 2,667 390 873.70 2,713 524 873.75 2,759 661 873.80 2,804 800 873.85 2,850 942 873.90 2,896 1,085 873.95 2,942 1,231 874.00 2,987 1,379 874.05 3,033 1,530 874.10 3,079 1,683 874.15 3,124 1,838 874.20 3,170 1,995 874.25 3,216 2,155 874.30 3,262 2,317 874.35 3,307 2,481 874.40 3,353 2,647 874.45 3,399 2,816 874.50 3,445 2,987 874.55 3,490 3,161 874.60 3,536 3,336 874.65 3,582 3,514 874.70 3,627 3,694 874.75 3,673 3,877 874.80 3,719 4,062 874.85 3,765 4,249 874.90 3,810 4,438 874.95 3,856 4,630 875.00 3,902 4,824 875.05 3,947 5,020 875.10 3,993 5,219 875.15 4,039 5,419 875.20 4,085 5,622 875.25 4,130 5,828 875.30 4,176 6,035 875.35 4,222 6,245 875.40 4,268 6,458 875.45 4,313 6,672 875.50 4,359 6,889 875.55 4,415 7,108 875.60 4,471 7,330 875.65 4,526 7,555 875.70 4,582 7,783 875.75 4,638 8,014 875.80 4,694 8,247 875.85 4,750 8,483 875.90 4,805 8,722 875.95 4,861 8,964 876.00 4,917 9,208 876.05 4,973 9,455 876.10 5,029 9,705 876.15 5,084 9,958 Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 876.20 5,140 10,214 876.25 5,196 10,472 876.30 5,252 10,733 876.35 5,308 10,997 876.40 5,363 11,264 876.45 5,419 11,534 876.50 5,475 11,806 876.55 5,531 12,081 876.60 5,587 12,359 876.65 5,642 12,640 876.70 5,698 12,923 876.75 5,754 13,210 876.80 5,810 13,499 876.85 5,866 13,791 876.90 5,921 14,085 876.95 5,977 14,383 877.00 6,033 14,683 877.05 6,089 14,986 877.10 6,145 15,292 877.15 6,200 15,601 877.20 6,256 15,912 877.25 6,312 16,226 877.30 6,368 16,543 877.35 6,424 16,863 877.40 6,479 17,185 877.45 6,535 17,511 877.50 6,591 17,839 MSE 24-hr 3 100 YR Rainfall=7.49"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 92HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Link 1L: To South Inflow Area =5.290 ac, 86.96% Impervious, Inflow Depth = 6.66" for 100 YR event Inflow =55.55 cfs @ 12.14 hrs, Volume=2.937 af Primary =55.55 cfs @ 12.14 hrs, Volume=2.937 af, Atten= 0%, Lag= 0.0 min Routed to Link 14L : TOTAL Primary outflow = Inflow, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Link 1L: To South Inflow Primary Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)60 55 50 45 40 35 30 25 20 15 10 5 0 Inflow Area=5.290 ac 55.55 cfs 55.55 cfs MSE 24-hr 3 100 YR Rainfall=7.49"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 93HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Link 2L: To North Inflow Area =9.430 ac, 63.10% Impervious, Inflow Depth = 5.61" for 100 YR event Inflow =89.38 cfs @ 12.14 hrs, Volume=4.406 af Primary =89.38 cfs @ 12.14 hrs, Volume=4.406 af, Atten= 0%, Lag= 0.0 min Routed to Link 14L : TOTAL Primary outflow = Inflow, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Link 2L: To North Inflow Primary Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)100 95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 Inflow Area=9.430 ac 89.38 cfs 89.38 cfs MSE 24-hr 3 100 YR Rainfall=7.49"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 94HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Link 13L: To West Inflow Area =6.960 ac, 76.44% Impervious, Inflow Depth = 4.49" for 100 YR event Inflow =30.66 cfs @ 12.19 hrs, Volume=2.602 af Primary =30.66 cfs @ 12.19 hrs, Volume=2.602 af, Atten= 0%, Lag= 0.0 min Routed to Link 14L : TOTAL Primary outflow = Inflow, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Link 13L: To West Inflow Primary Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Inflow Area=6.960 ac 30.66 cfs 30.66 cfs MSE 24-hr 3 100 YR Rainfall=7.49"Proposed HydroCAD Printed 2/6/2024Prepared by Kimley-Horn & Associates Page 95HydroCAD® 10.20-3c s/n 02344 © 2023 HydroCAD Software Solutions LLC Summary for Link 14L: TOTAL Inflow Area =21.680 ac, 73.20% Impervious, Inflow Depth = 5.50" for 100 YR event Inflow =172.28 cfs @ 12.14 hrs, Volume=9.946 af Primary =172.28 cfs @ 12.14 hrs, Volume=9.946 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Link 14L: TOTAL Inflow Primary Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420Flow(cfs)190 180 170 160 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 Inflow Area=21.680 ac 172.28 cfs 172.28 cfs OnFrance MOB- Stormwater Report Page 15 Edina, MN Appendix 3.Geotechnical Report 1 January 3, 2024 HGTS Project Number: 23-0891 Southdale Office Partners c/o Paul Reinke Wildamere Capital Management 6800 France Avenue S, #555 Edina, MN 55435 Re: Geotechnical Exploration Report, Proposed Southdale Office Center Redevelopment, 6700, 6750 & 6740 France Ave S, Edina, Minnesota Dear Mr. Reinke; We have completed the geotechnical exploration report for the proposed Southdale Office Center Redevelopment project in Edina, Minnesota. A brief summary of our results and recommendations is presented below. Specific details regarding our procedures, results and recommendations follow in the attached geotechnical exploration report. Seventeen soil borings were completed for the project that generally encountered varying depths or thicknesses of Fill over both sandy and gravelly soils and clayey soils that extended to the termination depths of the borings. At the anticipated foundation depths most of the borings encountered medium dense sands and gravel which are suitable for foundation support. However organic soils were encountered in 3 of the borings that are not suitable for foundation support and soil corrections will be required to remove these materials and replace them with suitable compacted engineered fill. Thank you for the opportunity to assist you on this project. If you have any questions or need additional information, please contact Paul Gionfriddo at 612-729-2959. Sincerely, Haugo GeoTechnical Services Lucas Mol Paul Gionfriddo, P.E. Project Manager Senior Engineer 2 GEOTECHNICAL EXPLORATION REPORT PROJECT: Proposed Southdale Office Center Redevelopment 6700, 6750 & 6740 France Ave S Edina, Minnesota PREPARED FOR: Southdale Office Partners c/o Wildamere Capital Management 6800 France Avenue S, #555 Edina, MN 55435 PREPARED BY: Haugo GeoTechnical Services 2825 Cedar Avenue South Minneapolis, Minnesota 55407 Haugo GeoTechnical Services Project: 23-0891 January 3, 2024 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. Paul Gionfriddo, P.E. Senior Engineer License Number: 23093 3 Table of Contents 1.0 INTRODUCTION 4 1.1 Project Description 4 1.2 Purpose 4 1.3 Site Description 4 1.4 Scope of Services 4 1.5 Documents Provided 5 1.6 Locations and Elevations 5 2.0 FIELD PROCEDURES 6 3.0 RESULTS 6 3.1 Soil Conditions 6 3.2 Groundwater 7 3.3 Laboratory Testing 7 3.4 OSHA Soil Classification 8 4.0 DISCUSSION AND RECOMMENDATIONS 8 4.1 Proposed Construction 8 4.2 Discussion 9 4.3 Building Preparation 10 4.4 Dewatering 12 4.5 Interior Slabs 12 4.6 Below Grade Walls 13 4.7 Exterior Slabs 14 4.8 Site Grading and Drainage 14 4.9 Utilities 15 4.10 Pavement Considerations 15 4.11 Infiltration Areas 16 5.0 CONSTRUCTION CONSIDERATIONS 17 5.1 Excavation 17 5.2 Observations 17 5.3 Backfill and Fills 17 5.4 Testing 17 5.5 Winter Construction 18 6.0 PROCEDURES 18 6.1 Soil Classification 18 6.2 Groundwater Observations 18 7.0 GENERAL 18 7.1 Subsurface Variations 18 7.2 Review of Design 19 7.3 Groundwater Fluctuations 19 7.4 Use of Report 19 7.5 Level of Care 19 APPENDIX Boring Location Sketch and GPS Boring Locations, Figure 1 Soil Boring Logs, SB-1 thru SB-17 Descriptive Terminology 4 1.0 INTRODUCTION 1.1 Project Description Wildamere Capital Management on behalf of Southdale Office Partners is proposing to redevelop the properties at 6700, 6750 & 6740 France Ave S in Edina, Minnesota. We understand that development plans included demolishing the existing structures on the property and constructing a new restaurant, 3 story medical office building (MOB) and a 3- level parking structure. The project will also include regrading the site to accommodate the proposed development. To aid in design and construction of the project Wildamere Capital Management retained Haugo Geotechnical Services to perform a geotechnical evaluation in order to characterize subsurface soil and groundwater conditions with respect to foundation design of the proposed apartment complex. 1.2 Purpose The purpose of this geotechnical exploration was to characterize subsurface soil and groundwater conditions and provide recommendations for foundation design and construction of the proposed MOB, parking structure and restaurant. 1.3 Site Description The project site is located on the west side of France Avenue S between W 66th Street and W 69th Street in Edina. The existing site is comprised of multiple buildings on an approximately 22-acre site and includes the buildings or properties with the mailing addresses at 6700, 6750 & 6740 France Ave S in Edina, Minnesota. The project site contains a restaurant/tavern and 2 multi-story office buildings along with the associated parking lots and drive lane. Areas not occupied by building and bituminous surface were lawn covered or landscaped. Topography across the project site varied but generally sloped downward to the west. Ground surface elevations at the soil boring locations ranged from about 872 to 884 feet above mean sea level (MSL). 1.4 Scope of Services Our services were performed in accordance with the Haugo GeoTechnical Services proposal 23-0891 dated November 3, 2023. Our scope of services was performed under the terms of our General Conditions and limited to the following tasks: Clearing private underground utilities via private a utility locating service. Clearing public underground utilities through the Gopher One Call system. Completing two (2) standard penetration test soil borings each extending to a nominal depth of 20 feet. Completing seventeen (17) standard penetration test soil borings each extending to a nominal depth of 35 feet. Sealing the borings in accordance with the Minnesota Department of Health requirements. Visually/manually classifying samples recovered from the soil borings. 5 Performing laboratory tests on selected samples. Preparing soil boring logs describing the materials encountered and the results of groundwater level measurements. Preparing an engineering report describing current soil and groundwater conditions and providing recommendations for foundation design and construction. Due to conflicts with multiple underground utilities, soil boring SB-18 was not completed. One 20-foot-deep boring was removed prior to mobilization. 1.5 Documents Provided To aid in our evaluation we were provide the following documents. In no particular order; Request For Proposal (RFP) dated October 27, 2023. Briefly the RFP provide a project description, contact information, a scope of work, boring and report requirements and five attachments. The attachments included; Existing Conditions 3D View, Existing Conditions Plan View 103023, Proposed Boring Locations 103023, Proposed MOB Restaurant Structured Parking 103023 and a Topo Survey 011619. A 19 Page “Pricing Set” that was prepared by HGA. The pricing included architectural renderings, floor plans and elevation views. Plan Sheet M2 prepared by Griswold and Rauma architects, Inc that was dated April 18, 1973. The plan sheet showed the location of a steam crossover pipe. (i.e., buried underground utility piping). Civil engineering plans titled “Preliminary Development Plan Application for OnFrance MOB” that were prepared by HGA and/or Kimley Horn and Associated, Inc. the plans were not dated and were stamped “Not For Construction”. The plans included; cover sheet, general notes, demo plans, erosion and sediment control plans, erosion and sediment control details, site plans, grading and drainage plans, and utility plans. Architectural and landscaping plans prepared by HGA and dated December 22, 2023. These plans were also stamped “Not For Construction”. The architectural plans included but were not limited to; cover sheet, floor plans, finish plans, reflected ceiling plans and exterior elevations. The landscaping plans included but were not limited to; layout plans, planting plans, planting details, plant material schedule and irrigation plans. Narrative & Outline Specification, Schematic Design prepared by HGA and dated December 23, 2023. This 63-page document provided an outline of the project specifications. Structural design parameters were included in the document. An email from HGA dated December 21, 2023 that provided a schedule of alternate bid items. 1.6 Locations and Elevations The soil boring locations were selected by Southdale Office Partners, Wildamere Capital Management and/or other members of the design team. Their locations were staked in the field by Sunde Land surveying in advance of our field work. The approximate locations of the soil borings are shown on the “Soil Boring Sketch,” in the Appendix. The sketch was prepared by Sunde Land Surveying. 6 Ground surface elevations at the soil boring locations were provide by Sunde Land Surveying. 2.0 FIELD PROCEDURES The 17 standard penetration test borings were advanced on December 1st thru December 6th, 2023 by HGTS with a rotary drilling rig, using continuous flight augers to advance the boreholes. Representative samples were obtained from the borings, using the split-barrel sampling procedures in general accordance with ASTM Specification D-1586. In the split- barrel sampling procedure, a 2-inch O.D. split-barrel spoon is driven into the ground with a 140-pound hammer falling 30 inches. The number of blows required to drive the sampling spoon the last 12 inches of an 18-inch penetration is recorded as the standard penetration resistance value, or "N" value. The results of the standard penetration tests are indicated on the boring log. The samples were sealed in containers and provided to HGTS for testing and soil classification. A field log of each boring was prepared by HGTS. The logs contain visual classifications of the soil materials encountered during drilling, as well as the driller's interpretation of the subsurface conditions between samples and water observation notes. The final boring logs included with this report represent an interpretation of the field logs and include modifications based on visual/manual method observation of the samples. The soil boring logs, general terminology for soil description and identification, and classification of soils for engineering purposes are also included in the appendix. The soil boring logs identify and describe the materials encountered, the relative density or consistency based on the Standard Penetration resistance (N-value, “blows per foot”) and groundwater observations. The strata changes were inferred from the changes in the samples and auger cuttings. The depths shown as changes between strata are only approximate. The changes are likely transitions, variations can occur beyond the location of the boring. 3.0 RESULTS 3.1 Soil Conditions Pavements and Topsoil At the surface eight of the soil borings encountered a pavement section while nine of the borings encountered a topsoil layer. The pavement section consisted of about 3 ½ to 5 ½ inches of bituminous and about 3 to 6 inches of aggregated base. The topsoil consisted of about 1 to 2 feet of topsoil that was composed of silty sand or sandy lean clay and contained some roots and was black in color. Fill Below the pavement section or topsoil, 9 of the borings (SB-1 thru SB-6 and SB-15 thru SB-17 encountered varying depths or thicknesses of existing Fill materials that extended to depths ranging from about 4 ½ to 18 feet below the ground surface. The Fill was thickest at borings SB-15 and SB-17 where it extended to depths about 15 and 18 feet, respectively below the ground surface. 7 The Fill was composed of a variety of soil materials including; poorly graded sand with silt, poorly graded sand, sandy lean clay, clayey sand and silty sand. The Fill soils were brown, dark brown and/or black in color. N-Values shown, as blows per foot (bpf) on the boring logs, within the sandy Fill soils (poorly graded sand with silt, poorly graded sand, clayey sand and silty sand) ranged from 3 to 33 bpf, indicating a very loose to dense relative density. N-Values within the clayey Fill soils (sandy lean clay) ranged from 21 to 26 bpf, indicating a very stiff consistency. Organic Soils Organic soils, either buried topsoil or swamp deposits were encountered below the Fill at borings SB-15, SB-16 and SB-17. The organic soil consisted of organic clay that was that was black in color and contained some roots. The organic soil extended from about 15 to 19 ½ feet at boring SB15, from about 4 ½ to 7 feet at boring SB-16 and from about 18 feet to the end of the boring at about 21 feet at boring SB-17. Native Glacial Deposits Below the pavements, topsoil, Fill or organic soils the borings encountered both sandy and clayey glacially deposited soil that extended to the termination depths of the borings. These soil materials were composed of; poorly graded sand, poorly graded sand with silt, silty sand, clayey sand and sandy lean clay. N-Values within the sandy soil ranged from 2 to greater than 50 blows per 6-inch increment indicating the native sands had a very loose to very dense relative density. N-Values within the clayey soil ranged from 10 to 45 bpf indicating a rather stiff to hard consistency. 3.2 Groundwater Groundwater was encountered in soil boring SB-11 while drilling and sampling at about 30 feet below the ground surface corresponding to about elevation 851 ½ feet. Groundwater was not encountered in the remaining borings while drilling and sampling or after removing the augers from the boreholes. Water levels were measured on the dates as noted on the boring logs and the period of water level observations was relatively short. Groundwater monitoring wells or piezometers would be required to more accurately determine water levels. Seasonal and annual fluctuations in the groundwater levels should be expected. 3.3 Laboratory Testing Laboratory moisture content tests were performed on selected samples recovered from the soil borings. Soil moisture contents ranged from about 2 to 16 percent. These values indicate that the soils were likely near or below their assumed optimum moisture content based in the standard Proctor test. Soils that will be excavated and reused as fill or backfill could require some moisture conditioning to meet the recommended compaction levels. Results of the soil moisture contents are presented on the boring logs adjacent to the sample tested. Percent passing the #200 sieve (P-200) tests were also performed on selected samples recovered from the borings. The P-200 content is a measure of the silt and clay sized particles in a sample which can have an effect on soil infiltration rates. In general, the greater the P-200 8 content the less permeable a soil will be. Table 1 summarizes the results of the laboratory P- 200 tests. Results of the laboratory tests are also shown on the boring logs adjacent to the sample tested. Table 1. Summary of Laboratory Tests Boring Number Sample Number Depth (feet) Moisture Content (%) * P-200 (%)* SB-17 SS-80 5 6 ½ 16 SB-17 SS-82 10 5 12 ½ SB-17 SS-84 15 16 40 ½ *Moisture content values rounded to the nearest ½ percent. We also performed sulfate testing of selected samples recovered from the boring. Sulfate testing had not been completed at the time of this report. Results will be forwarded as they become available. 3.4 OSHA Soil Classification The soils encountered in the borings consisted of; poorly graded sand, poorly graded sand with silt, silty sand, clayey sand and sandy lean clay corresponding to the ASTM Classifications of SP, SP-SM, SM, SC and CL, respectively. The soils identified as SP, SP-SM, SM and SC will generally be Type C soils under Department of Labor Occupational Safety and Health Administration (OSHA) guidelines. The soils identified as CL will generally be Type B soils under OSHA guidelines. Organic soils (organic clay) were also encountered in 3 of the borings. The organic clay may not meet OSHA requirements for Type B or C soils and excavations in the organic soil could require sideslopes/backslope flatter than those required for Type B or C soils. An OSHA-approved qualified person should review the soil classification in the field. Excavations must comply with the requirements of OSHA 29 CFR, Part 1926, Subpart P, “Excavations and Trenches.” This document states excavation safety is the responsibility of the contractor. The project specifications should reference these OSHA requirements. 4.0 DISCUSSION AND RECOMMENDATIONS 4.1 Proposed Construction MOB Based on the documents provided we understand the MOB will be a 3-story building consisting of structural steel frame supported in cast in-place concrete footings and foundation walls. The basement floor will consist of an earth supported concrete slab. The basement floor slab is anticipated to bear at or near elevation 881. First, second and third floors will consist of concrete on galvanized steel decking. The roof system will consist of steel decking supported on the structural steel framing. We anticipate that exterior perimeter walls will likely consist of precast concrete wall panels or masonry cavity walls along with exterior architectural finishes, window and doors. Based on the above-described construction were estimate maximum column loads up to 400 kips with perimeter wall loads in the order of 8 to 10 kips per linear foot. 9 Parking Ramp We understand the parking ramp will be a 2-level structure but will likely be designed for a future 2 level vertical expansion (4 levels total) The ramp will consist of cast in-place concrete footings supporting a cast-in-place post-tensioned concrete beam/slab system supported on cast-in-place concrete columns. The post tensioned concrete slabs will span up to 28 feet to 22” wide x 36” deep post-tensioned concrete beams spanning 60 feet between columns. Exterior perimeter walls will likely consist of precast concrete panels. Based on above describe construction we estimate that column loads up to 250 kips with perimeter wall loads in the order of 4 to 6 kips per linear foot. These estimated loads do not account for the future vertical expansion. The lowest garage floor (L1) is anticipated to bear at or near elevation 868 with level L2 set to match that of the MOB at elevation 881. Restaurant Based on the documents provided we understand the restaurant will be a single- story slab on grade structure consisting of structural steel frame supported in cast in-place concrete footings and foundation walls. We anticipate that exterior perimeter walls will likely consist of light gage metal framing along with aluminum storefront window. Based on the above-described construction were estimate maximum column loads up to 100 kips with perimeter wall loads in the order of 3 to 5 kips per linear foot. Based on the estimated structural loads, we assume soil bearing pressures of 4,000 pounds per square foot (psf) will be required for adequate foundation support for each of the structures. If the proposed loads exceed these values the proposed grades differ by more than 2 feet from the assumed values or if the design or location of the proposed building changes, we should be informed. Additional analyses and revised recommendations may be necessary. 4.2 Discussion Structures exist on the project site which will be removed/demolished to make way for the proposed development. We recommend that all remnants of the structures including footings, floor slabs, foundation walls, exterior flatwork, bituminous surfaces and underground utilities be removed from within the proposed building, parking areas, drive lanes, utility and oversize areas. The vegetation and topsoil are not suitable for foundation support and we recommend that all vegetation and topsoil be removed from within the proposed building, parking lots, drive lanes, utilities and oversize areas. The origin of the Fill encountered in the soil borings is unknown but is likely associated with construction of the existing structures. Portions of the Fill had a loose relative density which suggest that it may not have been compacted or was poorly compacted as it was placed. Portions of the Fill also contained black colored soils which can be indicative of organic soils or organic material within the soil. For these reasons we do not recommend supporting the proposed improvements on the Fill and recommend that it be removed and replaced with suitable compacted engineered fill as needed to attain design grades. Organic soils were encountered in borings SB-15, SB-16 and SB-17. The organic soils are not suitable for foundation or utility support and will need to be removed from within the 10 proposed building, utility and oversize areas and replaced with suitable compacted engineered fill. It must be noted that soil boring SB-17 terminated in organic soils at about 21 feet below the ground surface and therefor the vertical extent of the organic soil is unknown. Soil boring SB-17 was completed for stormwater pond design however, given the proximity to the MOB, the organic soils will likely need to be removed for foundation construction and to obtain the required oversizing. Excavations to remove the organic soils could extend deeper than 21 feet at and near boring SB-17. The underlying sandy and clayey native glacial deposits in our opinion are suitable for foundation support. However, some loose or very loose soil were encountered at the anticipated foundation depths. The loose or very loose soil and any soil disturbed during demolition activities will need to be compacted to increase their density and uniformity prior to placing additional fill or foundations. With the building pad prepared as recommended in the following section, it is our opinion that the foundations for the proposed building can be supported on compacted engineered fill or the native glacially deposited soils and designed for a net allowable soil bearing capacity up to 4,000 pounds per square foot. Groundwater was encountered in soil boring SB-11 while drilling and sampling at about 30 feet below the ground surface corresponding to about elevation 851 ½ feet but was not encountered in the remaining borings. With excavations for soil corrections anticipated to extend about 20 feet below the ground surface, corresponding to about elevation 861 we do not anticipate that groundwater will be encountered during construction and do not anticipate that dewatering will be required. 4.3 Building Preparation Excavation We recommend that all vegetation, topsoil, pavements, Fill and any other unsuitable soils be removed from below the proposed building and oversize areas. Structures exist on the property that will be removed/demolished to make way for the proposed development. We recommend that all building remnants such as footings, floor slabs, foundation walls, exterior flatwork and underground utilities be removed from within the building and oversize area. Any loose soil or soil disturbed during excavation activities will need to compacted prior to engineered fill or footing placement in increase its density and uniformity. Table 2 summarizes the anticipated excavation depths at the soil boring locations. Table 2. Anticipated Excavation Depths Boring Number Measured Surface Elevation (feet) Anticipated Excavation Depth (feet)* Anticipated Excavation Elevation (feet)* Approximate Groundwater Elevation(feet)* SB-1 874.7 4 ½ 870 NE SB-2 872.3 7 865 ½ NE SB-3 876.9 12 863 NE SB-4 876.1 4 ½ 871 ½ NE SB-5 877.0 4 ½ 872 ½ NE 11 Boring Number Measured Surface Elevation (feet) Anticipated Excavation Depth (feet)* Anticipated Excavation Elevation (feet)* Approximate Groundwater Elevation(feet)* SB-6 880.7 9 ½ 871 NE SB-7 883.9 1 883 NE SB-8 873.9 1 872 NE SB-9 882.2 1 881 NE SB-10 882.2 1 881 NE SB-11 881.4 1 880 ½ 851 ½ SB-12 878.0 1 877 NE SB-13 881.9 1 881 NE SB-14 882.6 1 881 ½ NE SB-15 882.1 19 ½ 862 ½ NE SB-16 880.5 7 873 ½ NE SB-17 881.1 > 21 < 861 NE * = Excavation depths and elevations were rounded to nearest ½ foot. Oversizing In areas where the excavations extend below the proposed footing elevations, the excavations require oversizing. We recommend the perimeter of the excavation be extended a foot outside the proposed footprint for every foot below footing grade (1H:1V oversizing). The purpose of the oversizing is to provide lateral support of the foundation. Shoring Soil corrections of the proposed MOB and associated parking ramp are anticipated to extend about 20 and possibly deeper below the ground surface corresponding to about elevation 861. At typical excavation backslopes of 1½ H: 1 V in Type C soils the excavations could extend about 30 feet, or more, beyond the building perimeter posing a risk of undermining the adjoining streets, underground utilities and structures on the adjacent properties. If site constraints will not allow excavations with these dimensions, then shoring will likely be required. Fill Material Fill required to attain site grades may consist of any debris-free, non-organic mineral soil. We recommend that granular sand fill be used for ease in compaction and to provide a uniform subgrade. We recommend that fill or backfill placed in wet excavations or within 2 feet of the groundwater table, if encountered, consist of granular soil (sand) with less than 5 percent passing the number 200 sieve and at least 50 percent retained on the number 40 sieve. Portions, quantity unknown, of the on-site Fill materials excavated for construction of the building may be suitable for use or reuse as fill or backfill provided they are free of organic material, debris or other unsuitable materials. The on-site materials could require some moisture conditioning (wetting or drying) to meet the recommended compaction levels. The native sandy and clayey soils, excavated during foundation construction appear to be generally suitable for reuse as structural fill or backfill. Soils that will be reused as fill or 12 backfill could require some moisture conditioning (wetting or drying) to meet the recommend compaction levels. Summer months are typically more favorable for drying wet soils. The topsoil or soils that are black in color are not suitable for reuse as structural fill or backfill. Backfilling We recommend that backfill placed to attain site grades be compacted to a minimum of 98 percent of its standard Proctor density (ASTM D 698). We recommend that fill placed to attain floor slab grades be compacted to a minimum of 98 percent of its standard Proctor density. In areas where fill depths will exceed 10 feet, we recommend that compaction levels be increased to a minimum of 100 percent of the materials standard Proctor density. Even with the increased compaction levels a construction delay may be appropriate to allow for post construction settlement of the fill mass Fill soils should be placed within 3 percentage points above and 1 percentage point below its optimum moisture content as determined by the standard Proctor. Granular fill classified as SP or SP-SM should be placed within 65 percent to 105 percent of its optimum moisture content as determined by the standard Proctor. All fill should be placed in thin lifts and be compacted with a large self-propelled vibratory compactor operating in vibratory mode. Fill and backfill placed on slopes, if any, must be “benched” into the underlying suitable soil to reduce the potential for slip places to develop between the fill and underlying soil. We recommend “benching” or excavating into the slope at 5 feet vertical intervals to key the fill into the slope. We recommend each bench be a minimum of 10 feet wide. Foundations We recommend the perimeter footings bear a minimum of 42 inches below the exterior grade for frost protection. Interior footings may be placed immediately below the slab provided construction does not occur during below freezing weather conditions. Foundation elements in unheated areas should bear at least 5 feet below exterior grade for frost protection. We anticipate the foundations will bear on compacted engineered fill or sandy or clayey native soils. With the building pad prepared as recommended, it is our opinion the footings can be designed for a net allowable bearing pressure up to 4,000 pounds per square foot (psf). We anticipate total and differential settlement of the foundations will be less than 1 inch and ½ inch, respectively, across a 30-foot span. 4.4 Dewatering Groundwater was encountered in soil boring SB-11 while drilling and sampling at about 30 feet below the ground surface corresponding to about elevation 851 ½ feet but was not encountered in the remaining borings. With excavations for soil corrections anticipated to extend about 20 feet below the ground surface, corresponding to about elevation 861 we do not anticipate that groundwater will be encountered during construction and do not anticipate that dewatering will be required. 4.5 Interior Slabs 13 We anticipate the anticipated floor subgrade could consist of compacted sandy or clayey engineered fill or sandy or clayey native soils. It is our opinion a modulus of subgrade reaction, k, of 100 pounds per square inch of deflection (psi) may be used for sand soils to design the floor. If floor coverings or coatings less permeable than the concrete slab will be used, we recommend that a vapor retarder or vapor barrier be placed immediately beneath the slab. Some contractors prefer to bury the vapor barrier or vapor retarder beneath a layer of sand to reduce curling and shrinkage, but this practice often traps water between the slab and vapor retarder or barrier. Regardless of where the vapor retarder or vapor barrier is placed, we recommend consulting the floor covering manufacturer regarding the appropriate type, use and installation of the vapor retarder or vapor barrier to preserve the warranty. We recommend following all state and local building codes with regards to a radon mitigation plan beneath interior slabs. 4.6 Below Grade Walls We recommend general waterproofing of the below grade walls. We recommend either placing drainage composite against the backs of the exterior walls or backfilling adjacent to the walls with sand having less than 50 percent of the particles by weight passing the #40 sieve and less than 5 percent of the particles by weight passing the #200 sieve. The sand backfill should be placed within 2 feet horizontally of the wall. We recommend the balance of the backfill for the walls consist of sand however the sand may contain up to 20 percent of the particles by weight passing the #200 sieve. We recommend installing drain tile behind the below grade walls, adjacent to the wall footing and below the slab elevation. Preferably the drain tile should consist of perforated pipe embedded in gravel. A geotextile filter fabric should encase the pipe and gravel. The drain tile should be routed to a storm sewer, sump pump or other suitable disposal site. Foundation walls or below grade (basement) walls will have lateral loads from the surrounding soil transmitted to them. Active earth pressures can be used to design the below grade walls if the walls are allowed to rotate slightly. If wall rotation cannot be tolerated, then below grade wall design should be based on at-rest earth pressures. It is our opinion that the estimated soil parameters presented in Table 3 be used for below grade wall design and /or shoring system design. These estimated soil parameters are based on the assumptions that the walls are drained, there are no surcharge loads within a horizontal distance equal to the height of the wall and the backfill is level. Table 3. Soil Parameters Soil Type Estimated Unit Weight (pcf) Estimated Friction Angle (degrees) At-Rest Pressure (pcf) Active Soil Pressure (pcf) Passive Soil Pressure (pcf) Sand (SP, SP-SM) 120 32 57 37 390 Other Soils (SM, SC, CL) 135 28 70 50 375 14 Resistance to lateral earth pressures will be provided by passive resistance against the wall footings and by sliding resistance along the bottom of the wall footings. We recommend a sliding coefficient of 0.35. This value does not include a factor of safety. 4.7 Exterior Slabs Portions of the exterior slabs could be underlain by silty soils which are considered moderately to highly frost susceptible. If these soils become saturated and freeze, frost heave may occur. This heave can be a nuisance in front of doors and at other critical grade areas. One way to help reduce the potential for heaving is to remove the frost-susceptible soils below the slabs down to bottom of footing grades and replace them with non-frost-susceptible backfill consisting of sand having less than 5 percent of the particles by weight passing the number 200 sieve. If this approach is used and the excavation bottoms terminate in non-free draining granular soil, we recommend a drain tile be installed along the bottom outer edges of the excavation to collect and remove any water that may accumulate within the sand. The bottom of the excavation should be graded away from the building. If the banks of the excavations to remove the frost-susceptible soils are not sloped, abrupt transitions between the frost-susceptible and non-frost-susceptible backfill will exist along which unfavorable amounts of differential heaving may occur. Such transitions could exist between exterior slabs and sidewalks, between exterior slabs and pavements and along the slabs themselves if the excavations are confined to only the building entrances. To address this issue, we recommend sloping the excavations to remove frost-susceptible soils at a minimum 3:1 (horizontal:vertical) gradient. An alternative method of reducing frost heave is to place a minimum of 2 inches of extruded polystyrene foam insulation beneath the slabs and extending it about 4 feet beyond the slabs. The insulation will reduce frost penetration into the underlying soil and reduce heave. Six to twelve inches of granular soil is typically placed over the insulation to protect it during construction. Another alternative for reducing frost heave is to support the slabs on frost depth footings. A void space of at least 4 inches should be provided between the slab and the underlying soil to allow the soil to heave without affecting the slabs. 4.8 Site Grading and Drainage We recommend the site be graded to provide positive run-off away from the proposed building. We recommend landscaped areas be sloped a minimum of 6 inches within 10 feet of the building and slabs be sloped a minimum of 2 inches. In addition, we recommend downspouts with long splash blocks or extensions. We recommend the lowest floor grades be constructed to meet City of Edina requirements with respect to groundwater separation distances. In the absence of city requirements, we recommend maintaining at least a 2-foot separation between the lowest floor slab and the 100- year flood level of nearby wetlands, storm water ponds or other surface water features. 15 4.9 Utilities We anticipate that new utilities will be supported on either compacted engineered fill following soil corrections or native granular soils. Based on the soil borings, the native glacial soils appear to be suitable for utility support. We recommend removing all topsoil, Fill or other unsuitable soils, if any, beneath utilities prior to placement. We recommend bedding material be thoroughly compacted around the pipes. We recommend trench backfill above the pipes be compacted to a minimum of 95 percent beneath slabs and pavements, the exception being within 3 feet of the proposed pavement subgrade, where 100 percent of standard Proctor density is required. In landscaped areas, we recommend a minimum compaction of 90 percent. We do not anticipate that groundwater will be encountered during utility installations and do not anticipate that dewatering will be required. 4.10 Pavement Considerations Traffic Volumes Based on the plans provided the parking ramp will have a total of 195 parking stalls. The project will also include a surface parking lot along France Avenue that service the MOB as well as the restaurant/tavern. The surface lot is estimated to contain about 115 to 120 parking stalls. We were not provided any information regarding estimated traffic volumes, vehicle types, vehicle distribution or projected growth rates. We anticipate that the parking lots will be used primarily by automobiles and light trucks with weekly use by heavier vehicles such as garbage trucks, food delivery and medical supply vans. We assume the parking ramp and surface lots will turn over 2 to 3 time per day. Based on the assumed traffic types and estimated volumes we estimate the pavements will be subjected to Equivalent Single Axle Loads (ESAL’s) ranging from about 75,000 to 100,000 over a 20-year design life. Subgrade Preparation We recommend removing all pavement sections, existing Fill or other unsuitable materials from within the pavement subgrade. Prior to placing additional fill and/or aggregate base (Class 5) we recommend surface compacting the subgrade soils with a large self-propelled vibratory compactor operating in vibratory mode to densify and loose soils disturbed during construction activities. Prior to paving we recommend compaction tests or observing a test roll of the subgrade soils, if possible, with a loaded tandem truck to identify soft, weak, loose or unstable areas that may require additional subcuts. Backfill, if needed, to attain pavement subgrade elevation can consist of any mineral soils provided it is free of organic material or other deleterious materials. We recommend compacting the backfill at moisture contents within a range of 1 percentage point below and 3 percentage points above its optimum moisture content. Granular fill classified as SP or SP- SM should be placed within 65 percent to 105 percent of its optimum moisture content as determined by the standard Proctor. The backfill should be compacted to a minimum of 95 percent of its standard Proctor maximum dry density with the upper 3 feet of fill and backfill compacted to a minimum of 100 percent of its standard Proctor maximum dry density. R-Value R-Value testing was beyond the scope of this project. The near surface soil encountered in the soil borings consisted predominately of granular soil composed of poorly 16 graded sand, poorly graded sand with silt and clayey sand corresponding to the ASTM Classifications of SP, SP-SM and SC, respectively. These soils typically have R-Values ranging from 30 to 70. It is our opinion an R-Values of 50 can be used for pavement design. Based on an estimated R-Value of 50 and a maximum of 100,000 ESAL’s we recommend a light duty car parking pavement section consisting of 3 ½ inches of bituminous underlain by a minimum of 8 inches of Class 8 aggregate base. For heavy duty drive lanes, we recommend a minimum of 4 inches of bituminous (2 inches of bituminous wear and 2 inches of bituminous base) and 9 inches of Class 5 aggregate base. We recommend aggregate base meeting MN/DOT specification 3138 for Class 5 aggregate base. We recommend the aggregate base be compacted to 100 percent of its maximum standard Proctor dry density. We recommend that the bituminous wear and base courses meet the requirements of MN/DOT specification 2360. We recommend the bituminous pavements be compacted to at least 92% of the maximum theoretical density. We recommend specifying concrete that has a minimum 28-day compressive strength to 3,900 psi. We recommend specifying 5 to 8 percent entrained air for exposed concrete to provide resistance to freeze-thaw deterioration. We recommend slump, air content and compressive strength test of Portland cement concrete. 4.11 Infiltration Areas Based on the provided documents, the project will include constructing stormwater ponds/infiltration basins off the north end of the MOB and in the southwest quadrant of the site along Valley View Road. We further understand that underground stormwater chambers will also be constructed as part of the overall stormwater management plan for the site . Soil boring SB-2, SB-11, SB-13 , SB-16 and SB-17 appear to have been completed nearest to the proposed stormwater ponds and/or underground stormwater chambers. At the anticipated bottom of pond elevation or pipe invert elevations these borings encountered a variety of soils including; poorly graded sand, poorly graded sand with silt, silty sand, clayey sand and sandy lean clay corresponding to the ASTM Classifications of SP, SP-SM, SM, SC and CL respectively. It is our opinion that the infiltration rates presented in Table 4 can be used for stormwater pond/infiltration basin design. These values were obtained from tables included in the “Minnesota Storm Water Manual”. Table 4. Estimated Design Infiltration Rates In-situ soils Soil Description Hydrologic Soil Group Design Infiltration Rate (inches/hour) SP, SP-SM Poorly Graded Sand & Poorly Graded Sand with Silt A 0.8 SM Silty Sand B 0.45 SC Clayey Sand D 0.06 CL Sandy Lean Clay D 0.06 17 It should further be noted that soil infiltration rates can vary with soil moisture content, soil density (compaction), the introduction of fine-grained soils, topsoil, organic materials, filter or biofilter media, seasonal changes as well as changes or fluctuation in localized groundwater levels. Field tests (double ring infiltrometer) can be performed within the proposed infiltration basin area to verify infiltration rates of the in-situ soils. We would be pleased to provide these services if required or requested. 5.0 CONSTRUCTION CONSIDERATIONS 5.1 Excavation The soils encountered in the borings consisted of; poorly graded sand, poorly graded sand with silt, silty sand, clayey sand and sandy lean clay corresponding to the ASTM Classifications of SP, SP-SM, SM, SC and CL, respectively. The soils identified as SP, SP-SM, SM and SC will generally be Type C soils under Department of Labor Occupational Safety and Health Administration (OSHA) guidelines. The soils identified as CL will generally be Type B soils under OSHA guidelines. Temporary excavations in Type C soils should be constructed at a minimum of 1 ½ foot horizontal to every 1-foot vertical within excavations. Temporary excavations in Type B soils should be constructed at a minimum of 1 foot horizontal to every 1-foot vertical within excavations. Slopes constructed in this manner may still exhibit surface sloughing. If site constraints do not allow the construction of slopes with these dimensions, then temporary shoring may be required. Organic soils (organic clay) were also encountered in 3 of the borings. The organic clay may not meet OSHA requirements for Type B or C soils and excavations in the organic soil could require sideslopes/backslope flatter than those required for Type B or C soils. 5.2 Observations A geotechnical engineer or qualified engineering technician should observe the excavation subgrade to evaluate if the subgrade soils are similar to those encountered in the borings and adequate to support the proposed construction. 5.3 Backfill and Fills We recommend moisture conditioning (drying or wetting) all soils that will be used as fill or backfill to achieve the recommended compaction. We recommend that fill and backfill be placed in lifts not exceeding 4 to 12 inches, depending on the size of the compactor and materials used. 5.4 Testing We recommend density tests of backfill and fills placed for the proposed foundations. Samples of the proposed materials should be submitted to our laboratory prior to placement for 18 evaluation of their suitability and to determine their optimum moisture content and maximum dry density (Standard Proctor). 5.5 Winter Construction If site grading and construction is anticipated to proceed during cold weather, all snow and ice should be removed from cut and fill areas prior to additional grading and placement of fill. No fill should be placed on frozen soil and no frozen soil should be used as fill or backfill. Concrete delivered to the site should meet the temperature requirements of ASTM and/or ACI. Concrete should not be placed on frozen soil. Concrete should be protected from freezing until the necessary strength is obtained. Frost should not be permitted to penetrate below the footings. 6.0 PROCEDURES 6.1 Soil Classification The drill crew chief visually and manually classified the soils encountered in the borings in general accordance with ASTM D 2488, “Description and Identification of Soils (Visual- Manual Procedure).” Soil terminology notes are included in the Appendix. The samples were returned to our laboratory for review of the field classification by a soils engineer. Samples will be retained for a period of 30 days. 6.2 Groundwater Observations Immediately after taking the final samples in the bottom of the boring, the hole was checked for the presence of groundwater. Immediately after removing the augers from the borehole the hole was once again checked and the depth to water and cave-in depths were noted. 7.0 GENERAL 7.1 Subsurface Variations The analyses and recommendations presented in this report are based on data obtained from a limited number of soil borings. Variations can occur away from the borings, the nature of which may not become apparent until additional exploration work is completed, or construction is conducted. A reevaluation of the recommendations in this report should be made after performing on-site observations during construction to note the characteristics of any variations. The variations may result in additional foundation costs and it is suggested that a contingency be provided for this purpose. It is recommended that we be retained to perform the observation and testing program during construction to evaluate whether the design is as expected, if any design changes have affected the validity of our recommendations, and if our recommendations have been correctly 19 interpreted and implemented in the designs, specifications and construction methods. This will allow correlation of the soil conditions encountered during construction to the soil borings and test pits and will provide continuity of professional responsibility. 7.2 Review of Design This report is based on the design of the proposed structures as related to us for preparation of this report. It is recommended that we be retained to review the geotechnical aspects of the design and specifications. With the review, we will evaluate whether any changes have affected the validity of the recommendations and whether our recommendations have been correctly interpreted and implemented in the design and specifications. 7.3 Groundwater Fluctuations We made water level measurements in the borings at the times and under the conditions stated on the boring logs. The data was interpreted in the text of this report. The period of observation was relatively short and fluctuations in the groundwater level may occur due to rainfall, flooding, irrigation, spring thaw, drainage, and other seasonal and annual factors not evident at the time the observations were made. Design drawings and specifications and construction planning should recognize the possibility of fluctuations. 7.4 Use of Report This report is for the exclusive use of Southdale Office Partners, Wildamere Capital Management and their design team to use to design the proposed structures and prepare construction documents. In the absence of our written approval, we make no representation and assume no responsibility to other parties regarding this report. The data, analysis and recommendations may not be appropriate for other structures or purposes. We recommend that parties contemplating other structures or purposes contact us. 7.5 Level of Care Haugo GeoTechnical Services has used the degree of skill and care ordinarily exercised under similar circumstance by members of the profession currently practicing in this locality. No warranty expressed or implied is made. APPENDIX Approximately 3 1/2 Inches of Bituminous Approximately 6 Inches of Aggregate Base Poorly Graded Sand with Silt, fine to medium grained, traceGravel, trace Roots, dark brown, moist (Fill) (SP) Poorly Graded Sand, fine to coarse grained, trace Gravel, brown, moist, loose to medium dense (Glacial Outwash) (SP-SM) Poorly Graded Sand with Silt, fine to medium grained, trace Gravel, brown, moist, medium dense (Glacial Outwash) (SP) Poorly Graded Sand, fine to medium grained, trace Gravel, brown, moist, medium dense to very dense (Glacial Outwash) Bottom of borehole at 36.0 feet. AU1 SS 2 SS 3 SS 4 SS 5 SS 6 SS 7 SS 8 SS 9 SS10 SS 11 10-14-11 (25) 3-4-3 (7) 3-5-7 (12) 3-4-3 (7) 3-5-7 (12) 5-7-9 (16) 34-14-12 (26) 7-8-8 (16) 50/2" 14-14-16 (30) 3.5 6.5 NOTES GROUND ELEVATION 874.7 ft LOGGED BY NC DRILLING METHOD Hollow Stem Auger/Split Spoon DRILLING CONTRACTOR HGTS- 750-1 GROUND WATER LEVELS: CHECKED BY NG DATE STARTED 12/1/23 COMPLETED 12/1/23 AT TIME OF DRILLING --- Not Encountered AT END OF DRILLING --- Not Encountered AFTER DRILLING --- Not Encountered HOLE SIZE 3 1/4 inches DEPTH(ft)0 5 10 15 20 25 30 35 GRAPHICLOGMATERIAL DESCRIPTION SAMPLE TYPENUMBERRECOVERY %(RQD)BLOWCOUNTS(N VALUE) SPT N VALUE 20 40 60 80 Moisture Content(%) FINES CONTENT (%) 20 40 60 80 20 40 60 80 PL LLMC PAGE 1 OF 1 BORING NUMBER SB-1 CLIENT Southdale Office Partners PROJECT NUMBER 23-0891 PROJECT NAME Southdale Office Center PROJECT LOCATION Edina, MN GEOTECH BH PLOTS - GINT STD US LAB.GDT - 1/8/24 11:30 - C:\USERS\ALICE HAUGO\HGTS DROPBOX\LAB HAUGO\HAUGO GEOTECHNICAL SERVICES\GINT PROJECT BACKUP\PROJECTS\23-0891 BORING LOG DRAFT.GPJHaugo GeoTechnical Services 2825 Cedar Ave South Minneapolis, MN, 55407 Telephone: 612-729-2959 Fax: 763-445-2238 >> Approximately 4 Inches of Bituminous Approximately 6 Inches of Aggregate Base Sandy Lean Clay, trace Gravel, brown and black, wet (Fill) (SP) Poorly Graded Sand, fine to coarse grained, trace Gravel, brown, moist, medium dense (Glacial Outwash) (SP-SM) Poorly Graded Sand with Silt, fine to medium grained, trace Gravel, brown, moist, medium dense (Glacial Outwash) (SC) Clayey Sand, fine to medium grained, trace Gravel, brown, moist, medium dense to dense (Glacial Outwash) (SP) Poorly Graded Sand, fine to medium grained, trace Gravel, brown, moist, medium dense (Glacial Outwash) Bottom of borehole at 36.0 feet. AU67 SS 68 SS 69 SS 70 SS 71 SS 72 SS 73 SS 74 SS 75 SS 76 SS 77 10-13-13 (26) 8-9-12 (21) 9-10-8 (18) 5-7-8 (15) 14-15-12 (27) 10-9-7 (16) 14-12-15 (27) 17-17-15 (32) 14-15-18 (33) 20-17-13 (30) 5.5 8.5 NOTES GROUND ELEVATION 872.3 ft LOGGED BY NC DRILLING METHOD Hollow Stem Auger/Split Spoon DRILLING CONTRACTOR HGTS- 750-1 GROUND WATER LEVELS: CHECKED BY NG DATE STARTED 12/5/23 COMPLETED 12/5/23 AT TIME OF DRILLING --- Not Encountered AT END OF DRILLING --- Not Encountered AFTER DRILLING --- Not Encountered HOLE SIZE 3 1/4 inches DEPTH(ft)0 5 10 15 20 25 30 35 GRAPHICLOGMATERIAL DESCRIPTION SAMPLE TYPENUMBERRECOVERY %(RQD)BLOWCOUNTS(N VALUE) SPT N VALUE 20 40 60 80 Moisture Content(%) FINES CONTENT (%) 20 40 60 80 20 40 60 80 PL LLMC PAGE 1 OF 1 BORING NUMBER SB-2 CLIENT Southdale Office Partners PROJECT NUMBER 23-0891 PROJECT NAME Southdale Office Center PROJECT LOCATION Edina, MN GEOTECH BH PLOTS - GINT STD US LAB.GDT - 1/8/24 11:30 - C:\USERS\ALICE HAUGO\HGTS DROPBOX\LAB HAUGO\HAUGO GEOTECHNICAL SERVICES\GINT PROJECT BACKUP\PROJECTS\23-0891 BORING LOG DRAFT.GPJHaugo GeoTechnical Services 2825 Cedar Ave South Minneapolis, MN, 55407 Telephone: 612-729-2959 Fax: 763-445-2238 Silty Sand, trace Gravel, trace Roots, black, moist (Topsoil) Clayey Sand, fine to coarse grained, trace Gravel, dark brown, moist (Fill) (SP-SM) Poorly Graded Sand with Silt, fine to coarse grained, trace Gravel, brown, moist, medium dense to dense (GlacialOutwash (SP) Poorly Graded Sand, fine to coarse grained, trace Gravel, brown, moist, medium dense (Glacial Outwash) (CL) Sandy Lean Clay, trace Gravel, brown, wet, stiff to very stiff (Glacial Outwash) Bottom of borehole at 36.0 feet. AU12 SS 13 SS 14 SS 15 SS 16 SS 17 SS 18 SS 19 SS 20 SS 21 SS 22 14-11-12 (23) 10-13-17 (30) 8-10-11 (21) 5-4-4 (8) 5-9-14 (23) 9-21-24 (45) 9-11-15 (26) 4-5-8 (13) 6-9-11 (20) 7-10-12 (22) 9.5 14 NOTES GROUND ELEVATION 876.9 ft LOGGED BY NC DRILLING METHOD Hollow Stem Auger/Split Spoon DRILLING CONTRACTOR HGTS- 750-1 GROUND WATER LEVELS: CHECKED BY NG DATE STARTED 12/1/23 COMPLETED 12/1/23 AT TIME OF DRILLING --- Not Encountered AT END OF DRILLING --- Not Encountered AFTER DRILLING --- Not Encountered HOLE SIZE 3 1/4 inches DEPTH(ft)0 5 10 15 20 25 30 35 GRAPHICLOGMATERIAL DESCRIPTION SAMPLE TYPENUMBERRECOVERY %(RQD)BLOWCOUNTS(N VALUE) SPT N VALUE 20 40 60 80 Moisture Content(%) FINES CONTENT (%) 20 40 60 80 20 40 60 80 PL LLMC PAGE 1 OF 1 BORING NUMBER SB-3 CLIENT Southdale Office Partners PROJECT NUMBER 23-0891 PROJECT NAME Southdale Office Center PROJECT LOCATION Edina, MN GEOTECH BH PLOTS - GINT STD US LAB.GDT - 1/8/24 11:30 - C:\USERS\ALICE HAUGO\HGTS DROPBOX\LAB HAUGO\HAUGO GEOTECHNICAL SERVICES\GINT PROJECT BACKUP\PROJECTS\23-0891 BORING LOG DRAFT.GPJHaugo GeoTechnical Services 2825 Cedar Ave South Minneapolis, MN, 55407 Telephone: 612-729-2959 Fax: 763-445-2238 Approximately 3 1/2 Inches of Bituminous Approximately 6 Inches of Aggregate Base Poorly Graded Sand with Silt, fine to medium grained, traceGravel, brown, moist (Fill) (SP) Poorly Graded Sand, fine to coarse grained, trace Gravel, brown, moist, medium dense to dense (Glacial Outwash) (CL) Sandy Lean Clay, trace Gravel, brown, moist to wet, very stiff (Glacial Outwash) (SC) Clayey Sand, fine to medium grained, trace Gravel, brown, moist, dense (Glacial Outwash) Bottom of borehole at 36.0 feet. AU141 SS 142 SS 143 SS 144 SS 145 SS 146 SS 147 SS 148 SS 149 SS 150 SS 151 6-7-8 (15) 6-9-7 (16) 14-12-9 (21) 8-8-6 (14) 7-7-8 (15) 14-17-22 (39) 7-5-7 (12) 9-10-16 (26) 7-30-10 (40) 8-11-15 (26) 4 14 NOTES GROUND ELEVATION 876.1 ft LOGGED BY NC DRILLING METHOD Hollow Stem Auger/Split Spoon DRILLING CONTRACTOR HGTS- 750-1 GROUND WATER LEVELS: CHECKED BY NG DATE STARTED 12/5/23 COMPLETED 12/5/23 AT TIME OF DRILLING --- Not Encountered AT END OF DRILLING --- Not Encountered AFTER DRILLING --- Not Encountered HOLE SIZE 3 1/4 inches DEPTH(ft)0 5 10 15 20 25 30 35 GRAPHICLOGMATERIAL DESCRIPTION SAMPLE TYPENUMBERRECOVERY %(RQD)BLOWCOUNTS(N VALUE) SPT N VALUE 20 40 60 80 Moisture Content(%) FINES CONTENT (%) 20 40 60 80 20 40 60 80 PL LLMC PAGE 1 OF 1 BORING NUMBER SB-4 CLIENT Southdale Office Partners PROJECT NUMBER 23-0891 PROJECT NAME Southdale Office Center PROJECT LOCATION Edina, MN GEOTECH BH PLOTS - GINT STD US LAB.GDT - 1/8/24 11:30 - C:\USERS\ALICE HAUGO\HGTS DROPBOX\LAB HAUGO\HAUGO GEOTECHNICAL SERVICES\GINT PROJECT BACKUP\PROJECTS\23-0891 BORING LOG DRAFT.GPJHaugo GeoTechnical Services 2825 Cedar Ave South Minneapolis, MN, 55407 Telephone: 612-729-2959 Fax: 763-445-2238 Silty Sand, trace Gravel, trace Roots, black, moist (Topsoil/Fill) Poorly Graded Sand with Silt, fine to medium grained, trace Gravel, brown, moist (Fill) (SP) Poorly Graded Sand, fine to coarse grained, trace Grave, brown, moist, loose to medium dense (Glacial Outwash) (CL) Sandy Lean Clay, trace Gravel, brown, moist, very stiff (Glacial Outwash) (CL) Sandy Lean Clay, trace Gravel, grey, wet, rather stiff to stiff (Glacial Outwash) Bottom of borehole at 36.0 feet. AU23 SS 24 SS 25 SS 26 SS 27 SS 28 SS 29 SS 30 SS 31 SS 32 SS 33 5-7-3 (10) 6-4-3 (7) 9-8-7 (15) 6-13-13 (26) 9-11-12 (23) 8-14-16 (30) 11-14-16 (30) 8-10-14 (24) 5-6-6 (12) 6-8-9 (17) 2.5 10 NOTES GROUND ELEVATION 877 ft LOGGED BY NC DRILLING METHOD Hollow Stem Auger/Split Spoon DRILLING CONTRACTOR HGTS- 750-1 GROUND WATER LEVELS: CHECKED BY NG DATE STARTED 12/1/23 COMPLETED 12/1/23 AT TIME OF DRILLING --- Not Encountered AT END OF DRILLING --- Not Encountered AFTER DRILLING --- Not Encountered HOLE SIZE 3 1/4 inches DEPTH(ft)0 5 10 15 20 25 30 35 GRAPHICLOGMATERIAL DESCRIPTION SAMPLE TYPENUMBERRECOVERY %(RQD)BLOWCOUNTS(N VALUE) SPT N VALUE 20 40 60 80 Moisture Content(%) FINES CONTENT (%) 20 40 60 80 20 40 60 80 PL LLMC PAGE 1 OF 1 BORING NUMBER SB-5 CLIENT Southdale Office Partners PROJECT NUMBER 23-0891 PROJECT NAME Southdale Office Center PROJECT LOCATION Edina, MN GEOTECH BH PLOTS - GINT STD US LAB.GDT - 1/8/24 11:30 - C:\USERS\ALICE HAUGO\HGTS DROPBOX\LAB HAUGO\HAUGO GEOTECHNICAL SERVICES\GINT PROJECT BACKUP\PROJECTS\23-0891 BORING LOG DRAFT.GPJHaugo GeoTechnical Services 2825 Cedar Ave South Minneapolis, MN, 55407 Telephone: 612-729-2959 Fax: 763-445-2238 Silty Sand, trace Gravel, trace Roots, black, moist (Topsoil/Fill) Poorly Graded Sand, fine to coase grained, trace Gravel, brown, moist (Fill) (SP-SM) Poorly Graded Sand with Silt, fine to coarse grained with Gravel, grey, moist, very dense (Glacial Outwash) (SC) Clayey Sand, fine to medium grained, trace Gravel, brown, moist, medium dense to dense (Glacial Outwash) Bottom of borehole at 36.0 feet. AU45 SS 46 SS 47 SS 48 SS 49 SS 50 SS 51 SS52 SS 53 SS 54 SS 55 5-7-6 (13) 5-6-6 (12) 10-5-4 (9) 2-2-2 (4) 7-14-20 (34) 13-26-27 (53) 50 33-13-12 (25) 10-20-18 (38) 12-20-20 (40) 4 2.5 NOTES GROUND ELEVATION 880.7 ft LOGGED BY NC DRILLING METHOD Hollow Stem Auger/Split Spoon DRILLING CONTRACTOR HGTS- 750-1 GROUND WATER LEVELS: CHECKED BY NG DATE STARTED 12/6/23 COMPLETED 12/6/23 AT TIME OF DRILLING --- Not Encountered AT END OF DRILLING --- Not Encountered AFTER DRILLING --- Not Encountered HOLE SIZE 3 1/4 inches DEPTH(ft)0 5 10 15 20 25 30 35 GRAPHICLOGMATERIAL DESCRIPTION SAMPLE TYPENUMBERRECOVERY %(RQD)BLOWCOUNTS(N VALUE) SPT N VALUE 20 40 60 80 Moisture Content(%) FINES CONTENT (%) 20 40 60 80 20 40 60 80 PL LLMC PAGE 1 OF 1 BORING NUMBER SB-6 CLIENT Southdale Office Partners PROJECT NUMBER 23-0891 PROJECT NAME Southdale Office Center PROJECT LOCATION Edina, MN GEOTECH BH PLOTS - GINT STD US LAB.GDT - 1/8/24 11:30 - C:\USERS\ALICE HAUGO\HGTS DROPBOX\LAB HAUGO\HAUGO GEOTECHNICAL SERVICES\GINT PROJECT BACKUP\PROJECTS\23-0891 BORING LOG DRAFT.GPJHaugo GeoTechnical Services 2825 Cedar Ave South Minneapolis, MN, 55407 Telephone: 612-729-2959 Fax: 763-445-2238 Silty Sand, trace Gravel, trace Roots, black, moist (Topsoil) (SP) Poorly Graded Sand, fine to coarse grained, trace Gravel, brown, moist, loose to medium dense (Glacial Outwash) (CL) Sandy Lean Clay, trace Gravel, brown, wet, rather stiff to very stiff (Glacial Outwash) (SC) Clayey Sand, fine to medium grained, trace Gravel, brown, moist, medium dense (Glacial Outwash) Bottom of borehole at 36.0 feet. AU34 SS 35 SS 36 SS 37 SS 38 SS 39 SS 40 SS 41 SS 42 SS 43 SS 44 4-5-5 (10) 8-6-5 (11) 9-10-6 (16) 3-5-7 (12) 10-9-9 (18) 5-5-6 (11) 6-6-8 (14) 2-5-5 (10) 8-9-10 (19) 15-17-12 (29) 11 12.5 NOTES GROUND ELEVATION 883.9 ft LOGGED BY NC DRILLING METHOD Hollow Stem Auger/Split Spoon DRILLING CONTRACTOR HGTS- 750-1 GROUND WATER LEVELS: CHECKED BY NG DATE STARTED 12/4/23 COMPLETED 12/4/23 AT TIME OF DRILLING --- Not Encountered AT END OF DRILLING --- Not Encountered AFTER DRILLING --- Not Encountered HOLE SIZE 3 1/4 inches DEPTH(ft)0 5 10 15 20 25 30 35 GRAPHICLOGMATERIAL DESCRIPTION SAMPLE TYPENUMBERRECOVERY %(RQD)BLOWCOUNTS(N VALUE) SPT N VALUE 20 40 60 80 Moisture Content(%) FINES CONTENT (%) 20 40 60 80 20 40 60 80 PL LLMC PAGE 1 OF 1 BORING NUMBER SB-7 CLIENT Southdale Office Partners PROJECT NUMBER 23-0891 PROJECT NAME Southdale Office Center PROJECT LOCATION Edina, MN GEOTECH BH PLOTS - GINT STD US LAB.GDT - 1/8/24 11:30 - C:\USERS\ALICE HAUGO\HGTS DROPBOX\LAB HAUGO\HAUGO GEOTECHNICAL SERVICES\GINT PROJECT BACKUP\PROJECTS\23-0891 BORING LOG DRAFT.GPJHaugo GeoTechnical Services 2825 Cedar Ave South Minneapolis, MN, 55407 Telephone: 612-729-2959 Fax: 763-445-2238 Silty Sand, trace Gravel, trace Roots, black, moist (Topsoil) (SP) Poorly Graded Sand, fine to coarse grained, trace Gravel, brown, moist, loose to medium dense (Glacial Outwash) (SP-SM) Poorly Graded Sand with Silt, fine to coarse grained, with Gravel, grey, moist, medium dense (Glacial Outwash) (SC) Clayey Sand, fine to medium grained, trace Gravel, brown, moist, medium dense (Glacial Outwash) (SP) Poorly Graded Sand, fine to medium grained, trace Gravel, brown, moist, medium dense (Glacial Outwash) (SM) Silty Sand, fine grained, trace Gravel, brown, moist, medium dense (Glacial Outwash) Bottom of borehole at 36.0 feet. AU56 SS 57 SS 58 SS 59 SS 60 SS 61 SS 62 SS63 SS 64 SS 65 SS 66 3-4-3 (7) 3-4-4 (8) 7-7-5 (12) 4-4-8 (12) 10-14-14 (28) 9-10-12 (22) 50/4" 4-8-10 (18) 2-5-6 (11) 3-4-8 (12) 4 6.5 NOTES GROUND ELEVATION 873.9 ft LOGGED BY NC DRILLING METHOD Hollow Stem Auger/Split Spoon DRILLING CONTRACTOR HGTS- 750-1 GROUND WATER LEVELS: CHECKED BY NG DATE STARTED 12/4/23 COMPLETED 12/4/23 AT TIME OF DRILLING --- Not Encountered AT END OF DRILLING --- Not Encountered AFTER DRILLING --- Not Encountered HOLE SIZE 3 1/4 inches DEPTH(ft)0 5 10 15 20 25 30 35 GRAPHICLOGMATERIAL DESCRIPTION SAMPLE TYPENUMBERRECOVERY %(RQD)BLOWCOUNTS(N VALUE) SPT N VALUE 20 40 60 80 Moisture Content(%) FINES CONTENT (%) 20 40 60 80 20 40 60 80 PL LLMC PAGE 1 OF 1 BORING NUMBER SB-8 CLIENT Southdale Office Partners PROJECT NUMBER 23-0891 PROJECT NAME Southdale Office Center PROJECT LOCATION Edina, MN GEOTECH BH PLOTS - GINT STD US LAB.GDT - 1/8/24 11:30 - C:\USERS\ALICE HAUGO\HGTS DROPBOX\LAB HAUGO\HAUGO GEOTECHNICAL SERVICES\GINT PROJECT BACKUP\PROJECTS\23-0891 BORING LOG DRAFT.GPJHaugo GeoTechnical Services 2825 Cedar Ave South Minneapolis, MN, 55407 Telephone: 612-729-2959 Fax: 763-445-2238 >> Approximately 3.5 inches of Bituminous Approximately 6 Inches of Aggregate Base (SP) Poorly Graded Sand, fine to medium grained, trace Gravel,brown, moist, medium dense (Glacial Outwash) (SP-SM) Poorly Graded Sand with Silt, fine to coarse grained, trace Gravel, brown, moist, medium dense to very dense (GlacialOutwash) (SP) Poorly Graded Sand, fine to coarse grained, trace Gravel, brown, moist, medium dense (Glacial Outwash) Bottom of borehole at 36.0 feet. AU201 SS 202 SS 203 SS 204 SS 205 SS 206 SS 207 SS 208 SS 209 SS 210 SS 211 7-7-10 (17) 9-10-10 (20) 7-12-15 (27) 4-9-13 (22) 14-25-15 (40) 12-25-35 (60) 12-17-17 (34) 8-13-13 (26) 9-11-15 (26) 8-12-14 (26) 8 NOTES GROUND ELEVATION 882.2 ft LOGGED BY NC DRILLING METHOD Hollow Stem Auger/Split Spoon DRILLING CONTRACTOR HGTS- 750-1 GROUND WATER LEVELS: CHECKED BY NG DATE STARTED 12/6/23 COMPLETED 12/6/23 AT TIME OF DRILLING --- Not Encountered AT END OF DRILLING --- Not Encountered AFTER DRILLING --- Not Encountered HOLE SIZE 3 1/4 inches DEPTH(ft)0 5 10 15 20 25 30 35 GRAPHICLOGMATERIAL DESCRIPTION SAMPLE TYPENUMBERRECOVERY %(RQD)BLOWCOUNTS(N VALUE) SPT N VALUE 20 40 60 80 Moisture Content(%) FINES CONTENT (%) 20 40 60 80 20 40 60 80 PL LLMC PAGE 1 OF 1 BORING NUMBER SB-9 CLIENT Southdale Office Partners PROJECT NUMBER 23-0891 PROJECT NAME Southdale Office Center PROJECT LOCATION Edina, MN GEOTECH BH PLOTS - GINT STD US LAB.GDT - 1/8/24 11:30 - C:\USERS\ALICE HAUGO\HGTS DROPBOX\LAB HAUGO\HAUGO GEOTECHNICAL SERVICES\GINT PROJECT BACKUP\PROJECTS\23-0891 BORING LOG DRAFT.GPJHaugo GeoTechnical Services 2825 Cedar Ave South Minneapolis, MN, 55407 Telephone: 612-729-2959 Fax: 763-445-2238 Approximately 3.5 Inches of Bituminous Approximately 5 Inches of Aggregate Base (SP) Poorly Graded Sand, fine to medium grained, trace Gravel,brown, moist, medium dense to dense (Glacial Outwash) (SP-SM) Poorly Graded Sand with Silt, fine to medium grained, trace Gravel, brown, moist, dense (Glacial Outwash) (SP) Poorly Graded Sand, fine to coarse grained, trace Gravel, brown, moist, medium dense to dense (Glacial Outwash) (CL) Sandy Lean Clay, trace Gravel, brown, wet, hard (Glacial Outwash) Bottom of borehole at 36.0 feet. AU212 SS 213 SS 214 SS 215 SS 216 SS 217 SS 218 SS 219 SS 220 SS 221 SS 222 5-5-6 (11) 5-8-9 (17) 7-14-19 (33) 7-7-13 (20) 9-14-16 (30) 14-20-27 (47) 4-8-11 (19) 8-12-12 (24) 8-16-19 (35) 9-21-24 (45) 4 5 NOTES GROUND ELEVATION 882.2 ft LOGGED BY NC DRILLING METHOD Hollow Stem Auger/Split Spoon DRILLING CONTRACTOR HGTS- 750-1 GROUND WATER LEVELS: CHECKED BY NG DATE STARTED 12/6/23 COMPLETED 12/6/23 AT TIME OF DRILLING --- Not Encountered AT END OF DRILLING --- Not Encountered AFTER DRILLING --- Not Encountered HOLE SIZE 3 1/4 inches DEPTH(ft)0 5 10 15 20 25 30 35 GRAPHICLOGMATERIAL DESCRIPTION SAMPLE TYPENUMBERRECOVERY %(RQD)BLOWCOUNTS(N VALUE) SPT N VALUE 20 40 60 80 Moisture Content(%) FINES CONTENT (%) 20 40 60 80 20 40 60 80 PL LLMC PAGE 1 OF 1 BORING NUMBER SB-10 CLIENT Southdale Office Partners PROJECT NUMBER 23-0891 PROJECT NAME Southdale Office Center PROJECT LOCATION Edina, MN GEOTECH BH PLOTS - GINT STD US LAB.GDT - 1/8/24 11:30 - C:\USERS\ALICE HAUGO\HGTS DROPBOX\LAB HAUGO\HAUGO GEOTECHNICAL SERVICES\GINT PROJECT BACKUP\PROJECTS\23-0891 BORING LOG DRAFT.GPJHaugo GeoTechnical Services 2825 Cedar Ave South Minneapolis, MN, 55407 Telephone: 612-729-2959 Fax: 763-445-2238 Approximately 3.5 Inches of Bituminous Approximately 6 Inches of Aggregate Base (SP) Poorly Graded Sand, fine to medium grained, trace Gravel,brown, moist, medium dense (Glacial Outwash) (SC) Clayey Sand, fine to medium grained, trace Gravel, brown, moist, medium dense (Glacial Outwash) (SP-SM) Poorly Graded Sand with Silt, fine to medium grained, trace Gravel, brown, moist, medium dense to dense (GlacialOutwash) (SP) Poorly Graded Sand, fine to coarse grained, trace Gravel, brown, moist, medium dense (Glacial Outwash) (SP-SM) Poorly Graded Sand with Silt, fine to coarse grained, trace Gravel, brown, waterbearing, very loose (Glacial Outwash) (CL) Sandy Lean Clay, trace Gravel, grey, wet, stiff (Glacial Outwash) Bottom of borehole at 36.0 feet. AU223 SS 224 SS 225 SS 226 SS 227 SS 228 SS 229 SS 230 SS 231 SS 232 SS 233 6-9-7 (16) 8-11-12 (23) 4-7-9 (16) 3-12-12 (24) 8-19-18 (37) 8-11-13 (24) 13-13-11 (24) 1-1-1 (2) 2-5-8 (13) 9 6 NOTES GROUND ELEVATION 881.4 ft LOGGED BY NC DRILLING METHOD Hollow Stem Auger/Split Spoon DRILLING CONTRACTOR HGTS- 750-1 GROUND WATER LEVELS: CHECKED BY NG DATE STARTED 12/6/23 COMPLETED 12/6/23 AT TIME OF DRILLING 30.00 ft / Elev 851.40 ft AT END OF DRILLING --- AFTER DRILLING --- HOLE SIZE 3 1/4 inches DEPTH(ft)0 5 10 15 20 25 30 35 GRAPHICLOGMATERIAL DESCRIPTION SAMPLE TYPENUMBERRECOVERY %(RQD)BLOWCOUNTS(N VALUE) SPT N VALUE 20 40 60 80 Moisture Content(%) FINES CONTENT (%) 20 40 60 80 20 40 60 80 PL LLMC PAGE 1 OF 1 BORING NUMBER SB-11 CLIENT Southdale Office Partners PROJECT NUMBER 23-0891 PROJECT NAME Southdale Office Center PROJECT LOCATION Edina, MN GEOTECH BH PLOTS - GINT STD US LAB.GDT - 1/8/24 11:30 - C:\USERS\ALICE HAUGO\HGTS DROPBOX\LAB HAUGO\HAUGO GEOTECHNICAL SERVICES\GINT PROJECT BACKUP\PROJECTS\23-0891 BORING LOG DRAFT.GPJHaugo GeoTechnical Services 2825 Cedar Ave South Minneapolis, MN, 55407 Telephone: 612-729-2959 Fax: 763-445-2238 Sandy Lean Clay, trace Gravel, trace Roots, black (Topsoil) (SP) Poorly Graded Sand, fine to coarse grained, trace Gravel, brown, moist, loose to medium dense (Glacial Outwash (CL) Sandy Lean Clay, trace Gravel, brown, wet, rather stiff (Glacial Outwash) (SP-SM) Poorly Graded Sand with Silt, fine to coarse grained, trace Gravel, brown, waterbearing, medium dense (GlacialOutwash) (SC) Clayey Sand, fine to medium grained, trace Gravel, brown, moist, medium dense (Glacial Outwash) Bottom of borehole at 36.0 feet. AU108 SS 109 SS 110 SS 111 SS 112 SS 113 SS 114 SS 115 SS 116 SS 117 SS 118 1-8-6 (14) 7-6-4 (10) 4-4-3 (7) 2-3-2 (5) 7-5-4 (9) 5-6-6 (12) 5-5-5 (10) 5-6-5 (11) 5-7-9 (16) 6-8-10 (18) 2 16.5 NOTES GROUND ELEVATION 878 ft LOGGED BY NC DRILLING METHOD Hollow Stem Auger/Split Spoon DRILLING CONTRACTOR HGTS- 750-1 GROUND WATER LEVELS: CHECKED BY NG DATE STARTED 12/6/23 COMPLETED 12/6/23 AT TIME OF DRILLING --- Not Encountered AT END OF DRILLING --- Not Encountered AFTER DRILLING --- Not Encountered HOLE SIZE 3 1/4 inches DEPTH(ft)0 5 10 15 20 25 30 35 GRAPHICLOGMATERIAL DESCRIPTION SAMPLE TYPENUMBERRECOVERY %(RQD)BLOWCOUNTS(N VALUE) SPT N VALUE 20 40 60 80 Moisture Content(%) FINES CONTENT (%) 20 40 60 80 20 40 60 80 PL LLMC PAGE 1 OF 1 BORING NUMBER SB-12 CLIENT Southdale Office Partners PROJECT NUMBER 23-0891 PROJECT NAME Southdale Office Center PROJECT LOCATION Edina, MN GEOTECH BH PLOTS - GINT STD US LAB.GDT - 1/8/24 11:30 - C:\USERS\ALICE HAUGO\HGTS DROPBOX\LAB HAUGO\HAUGO GEOTECHNICAL SERVICES\GINT PROJECT BACKUP\PROJECTS\23-0891 BORING LOG DRAFT.GPJHaugo GeoTechnical Services 2825 Cedar Ave South Minneapolis, MN, 55407 Telephone: 612-729-2959 Fax: 763-445-2238 Approximately 5.5 Inches of Bituminous Approximately 6 Inches of Aggregate Base (SP) Poorly Graded Sand, fine to medium grained, trace Gravel,brown, moist (Glacial Outwash) (SC) Clayey Sand, fine to medium grained, trace Gravel, brown, moist (Glacial Outwash) (SP) Poorly Graded Sand, fine to medium grained, trace Gravel, brown, moist (Glacial Outwash) (CL) Sandy Lean Clay, trace Gravel, grey, wet (Glacial Outwash) (SC) Clayey Sand, fine to medium grained, trace Gravel, brown, moist (Glacial Outwash) (CL) Sandy Lean Clay, trace Gravel, grey, wet (Glacial Outwash) Bottom of borehole at 36.0 feet. AU130 SS 131 SS 132 SS 133 SS 134 SS 135 SS 136 SS 137 SS 138 SS 139 SS 140 8-8-5 (13) 2-3-3 (6) 6-7-7 (14) 4-4-4 (8) 3-5-10 (15) 9-10-12 (22) 5-5-6 (11) 6-8-10 (18) 5-7-8 (15) 6-10-11 (21) 2.5 15 15.5 NOTES GROUND ELEVATION 881.9 ft LOGGED BY NC DRILLING METHOD Hollow Stem Auger/Split Spoon DRILLING CONTRACTOR HGTS- 750-1 GROUND WATER LEVELS: CHECKED BY NG DATE STARTED 12/5/23 COMPLETED 12/5/23 AT TIME OF DRILLING --- Not Encountered AT END OF DRILLING --- Not Encountered AFTER DRILLING --- Not Encountered HOLE SIZE 3 1/4 inches DEPTH(ft)0 5 10 15 20 25 30 35 GRAPHICLOGMATERIAL DESCRIPTION SAMPLE TYPENUMBERRECOVERY %(RQD)BLOWCOUNTS(N VALUE) SPT N VALUE 20 40 60 80 Moisture Content(%) FINES CONTENT (%) 20 40 60 80 20 40 60 80 PL LLMC PAGE 1 OF 1 BORING NUMBER SB-13 CLIENT Southdale Office Partners PROJECT NUMBER 23-0891 PROJECT NAME Southdale Office Center PROJECT LOCATION Edina, MN GEOTECH BH PLOTS - GINT STD US LAB.GDT - 1/8/24 11:30 - C:\USERS\ALICE HAUGO\HGTS DROPBOX\LAB HAUGO\HAUGO GEOTECHNICAL SERVICES\GINT PROJECT BACKUP\PROJECTS\23-0891 BORING LOG DRAFT.GPJHaugo GeoTechnical Services 2825 Cedar Ave South Minneapolis, MN, 55407 Telephone: 612-729-2959 Fax: 763-445-2238 Sandy Lean Clay, trace Gravel, trace Roots, black, wet (Topsoil) (SP) Poorly Graded Sand, fine to medium grained, trace Gravel, brown, moist, medium dense (Glacial Outwash) (SC) Clayey Sand, fine to medium grained, trace Gravel, brown, moist, medium dense (Glacial Outwash) (SP) Poorly Graded Sand, fine to coarse grained, trace Gravel, brown, moist, medium dnese to dense (Glacial Outwash) (CL) Sandy Lean Clay, trace Gravel, brown, wet, medium dense (Glacial Outwash) Bottom of borehole at 36.0 feet. AU97 SS 98 SS 99 SS 100 SS 101 SS 102 SS 103 SS 104 SS 105 SS 106 SS 107 12-13-15 (28) 6-9-15 (24) 9-15-16 (31) 12-8-8 (16) 7-8-8 (16) 6-7-8 (15) 5-7-8 (15) 6-7-7 (14) 8-8-9 (17) 7-10-11 (21) 10.5 4.5 NOTES GROUND ELEVATION 882.6 ft LOGGED BY NC DRILLING METHOD Hollow Stem Auger/Split Spoon DRILLING CONTRACTOR HGTS- 750-1 GROUND WATER LEVELS: CHECKED BY NG DATE STARTED 12/6/23 COMPLETED 12/6/23 AT TIME OF DRILLING --- Not Encountered AT END OF DRILLING --- Not Encountered AFTER DRILLING --- Not Encountered HOLE SIZE 3 1/4 inches DEPTH(ft)0 5 10 15 20 25 30 35 GRAPHICLOGMATERIAL DESCRIPTION SAMPLE TYPENUMBERRECOVERY %(RQD)BLOWCOUNTS(N VALUE) SPT N VALUE 20 40 60 80 Moisture Content(%) FINES CONTENT (%) 20 40 60 80 20 40 60 80 PL LLMC PAGE 1 OF 1 BORING NUMBER SB-14 CLIENT Southdale Office Partners PROJECT NUMBER 23-0891 PROJECT NAME Southdale Office Center PROJECT LOCATION Edina, MN GEOTECH BH PLOTS - GINT STD US LAB.GDT - 1/8/24 11:30 - C:\USERS\ALICE HAUGO\HGTS DROPBOX\LAB HAUGO\HAUGO GEOTECHNICAL SERVICES\GINT PROJECT BACKUP\PROJECTS\23-0891 BORING LOG DRAFT.GPJHaugo GeoTechnical Services 2825 Cedar Ave South Minneapolis, MN, 55407 Telephone: 612-729-2959 Fax: 763-445-2238 Sandy Lean Clay, trace Gravel, trace Roots, black, wet (Topsoil) Clayey Sand, fine to medium grained, trace Gravel, brown and black, moist (Possible Fill) Poorly Graded Sand with Silt, fine to medium grained, trace Gravel, brown, moist, (Fill) (OL) Organic Clay, trace Roots, black, wet, medium dense (Swamp Deposit/Buired Topsoil) (SP) Poorly Graded Sand, fine to coarse grained, trace Gravel, brown, moist to waterbearing, loose to medium dense (GlacialOutwash Bottom of borehole at 36.0 feet. AU86 SS 87 SS 88 SS 89 SS 90 SS 91 SS 92 SS 93 SS 94 SS 95 SS 96 5-5-5 (10) 3-4-3 (7) 4-5-8 (13) 5-7-8 (15) 3-3-3 (6) 3-3-4 (7) 4-4-4 (8) 4-3-4 (7) 7-10-11 (21) 2-7-10 (17) 7 5.5 NOTES GROUND ELEVATION 882.1 ft LOGGED BY NC DRILLING METHOD Hollow Stem Auger/Split Spoon DRILLING CONTRACTOR HGTS- 750-1 GROUND WATER LEVELS: CHECKED BY NG DATE STARTED 12/5/23 COMPLETED 12/5/23 AT TIME OF DRILLING --- Not Encountered AT END OF DRILLING --- Not Encountered AFTER DRILLING --- Not Encountered HOLE SIZE 3 1/4 inches DEPTH(ft)0 5 10 15 20 25 30 35 GRAPHICLOGMATERIAL DESCRIPTION SAMPLE TYPENUMBERRECOVERY %(RQD)BLOWCOUNTS(N VALUE) SPT N VALUE 20 40 60 80 Moisture Content(%) FINES CONTENT (%) 20 40 60 80 20 40 60 80 PL LLMC PAGE 1 OF 1 BORING NUMBER SB-15 CLIENT Southdale Office Partners PROJECT NUMBER 23-0891 PROJECT NAME Southdale Office Center PROJECT LOCATION Edina, MN GEOTECH BH PLOTS - GINT STD US LAB.GDT - 1/8/24 11:30 - C:\USERS\ALICE HAUGO\HGTS DROPBOX\LAB HAUGO\HAUGO GEOTECHNICAL SERVICES\GINT PROJECT BACKUP\PROJECTS\23-0891 BORING LOG DRAFT.GPJHaugo GeoTechnical Services 2825 Cedar Ave South Minneapolis, MN, 55407 Telephone: 612-729-2959 Fax: 763-445-2238 Approximately 4 Inches of Bituminous Approximately 3 Inches of Aggregate Base Poorly Graded Sand with Silt, fine to medium grained, traceGravel, brown (Fill) (OL) Organic Clay, trace Gravel, black, wet, rather stiff (Swamp Deposit/Buried Topsoil) (SP-SM) Poorly Graded Sand with Silt, fine to coarse grained, trace Gravel, brown, moist, loose (Glacial Outwash) (SP) Poorly Graded Sand, fine to medium grained, trace Gravel, brown, moist, medium dense to dense (Glacial Outwash) (CL) Sandy Lean Clay, trace Gravel, grey, wet, stiff to very stiff (Glacial Outwash) Bottom of borehole at 36.0 feet. AU119 SS 120 SS 121 SS 122 SS 123 SS 124 SS 125 SS 126 SS 127 SS 128 SS 129 5-4-3 (7) 5-4-5 (9) 2-4-4 (8) 10-9-14 (23) 9-10-13 (23) 10-20-20 (40) 7-9-10 (19) 8-16-13 (29) 6-8-9 (17) 3-6-9 (15) 6.5 15 NOTES GROUND ELEVATION 880.5 ft LOGGED BY NC DRILLING METHOD Hollow Stem Auger/Split Spoon DRILLING CONTRACTOR HGTS- 750-1 GROUND WATER LEVELS: CHECKED BY NG DATE STARTED 12/5/23 COMPLETED 12/5/23 AT TIME OF DRILLING --- Not Encountered AT END OF DRILLING --- Not Encountered AFTER DRILLING --- Not Encountered HOLE SIZE 3 1/4 inches DEPTH(ft)0 5 10 15 20 25 30 35 GRAPHICLOGMATERIAL DESCRIPTION SAMPLE TYPENUMBERRECOVERY %(RQD)BLOWCOUNTS(N VALUE) SPT N VALUE 20 40 60 80 Moisture Content(%) FINES CONTENT (%) 20 40 60 80 20 40 60 80 PL LLMC PAGE 1 OF 1 BORING NUMBER SB-16 CLIENT Southdale Office Partners PROJECT NUMBER 23-0891 PROJECT NAME Southdale Office Center PROJECT LOCATION Edina, MN GEOTECH BH PLOTS - GINT STD US LAB.GDT - 1/8/24 11:30 - C:\USERS\ALICE HAUGO\HGTS DROPBOX\LAB HAUGO\HAUGO GEOTECHNICAL SERVICES\GINT PROJECT BACKUP\PROJECTS\23-0891 BORING LOG DRAFT.GPJHaugo GeoTechnical Services 2825 Cedar Ave South Minneapolis, MN, 55407 Telephone: 612-729-2959 Fax: 763-445-2238 Silty Sand, trace Gravel, trace Roots, black, moist (Topsoil) Clayey Sand, fine to medium grained, trace Gravel, brown, moist (Fill) Silty Sand, fine to medium grained, trace Gravel, dark brown, moist (Fill)P-200= 16% P-200= 12.5% (SC) Clayey Sand, trace Grave, brown, wet (Fill) P-200= 40.5% (OL) Organic Clay, black, wet, medium dense (Swamp Deposit/Buried Topsoil) Bottom of borehole at 21.0 feet. AU78 SS 79 SS 80 SS 81 SS 82 SS 83 SS 84 SS 85 5-9-5 (14) 5-9-5 (14) 12-16-17 (33) 5-9-16 (25) 12-15-15 (30) 3-2-3 (5) 2-3-3 (6) 6.5 5 16 NOTES GROUND ELEVATION 881.1 ft LOGGED BY NC DRILLING METHOD Hollow Stem Auger/Split Spoon DRILLING CONTRACTOR HGTS- 750-1 GROUND WATER LEVELS: CHECKED BY NG DATE STARTED 12/5/23 COMPLETED 12/5/23 AT TIME OF DRILLING --- Not Encountered AT END OF DRILLING --- Not Encountered AFTER DRILLING --- Not Encountered HOLE SIZE 3 1/4 inches DEPTH(ft)0 5 10 15 20 GRAPHICLOGMATERIAL DESCRIPTION SAMPLE TYPENUMBERRECOVERY %(RQD)BLOWCOUNTS(N VALUE) SPT N VALUE 20 40 60 80 Moisture Content(%) FINES CONTENT (%) 20 40 60 80 20 40 60 80 PL LLMC PAGE 1 OF 1 BORING NUMBER SB-17 CLIENT Southdale Office Partners PROJECT NUMBER 23-0891 PROJECT NAME Southdale Office Center PROJECT LOCATION Edina, MN GEOTECH BH PLOTS - GINT STD US LAB.GDT - 1/8/24 11:30 - C:\USERS\ALICE HAUGO\HGTS DROPBOX\LAB HAUGO\HAUGO GEOTECHNICAL SERVICES\GINT PROJECT BACKUP\PROJECTS\23-0891 BORING LOG DRAFT.GPJHaugo GeoTechnical Services 2825 Cedar Ave South Minneapolis, MN, 55407 Telephone: 612-729-2959 Fax: 763-445-2238 OnFrance MOB- Stormwater Report Page 16 Edina, MN Appendix 4.Grading and Drainage Plan and Drainage Details 880876876877878879881870 875869869871 872 873 874 876877871881 882 883 880 881 882 878 879 877 877877 878 878 88088 0 878 878 879 879 8818 8 1 8808 7 7876 875874873872871870869868867866865864863872873 87487587 6 87787 8 87 9 870 869 867 86 7 868 869 870 871871 872 873874 875 871 871 87 0 869 876877882 883PROPOSED PARKING RAMP 40,000 S.F. / LEVEL 195 TOTAL PARKING STALLS FFE L1=868.0 FFE L2 = 881.0 PROPOSED RESTAURANT 8,800 SF FFE = 879.0 EXISTING 7 STORY BUILDING FFE: 877.50 EXISTING 6 STORY BUILDING FFE: 879.50 6800 FRANCE AVENUE SOUTH 6600 FRANCE AVENUE SOUTH PROPOSED MEDICAL OFFICE BUILDING 35,000 SF / FLOOR (3 TOTAL STORIES) FFE = 881.0 D DDDDDDDDD D D880 881 882866867868869BMP #1 5,281 CF UNDERGROUND STORMWATER INFILTRATION SYSTEM TOP OF STONE = 874.83 TOP OF PIPE = 873.5 BOTTOM OF PIPE = 869.5 INFILTRATION CAPACITY: 2,393 CF HWL: 874.62 BMP #2 20,016 CF UNDERGROUND STORMWATER INFILTRATION SYSTEM TOP OF STONE = 874.5 TOP OF PIPE = 873.5 BOTTOM OF PIPE = 869.5 INFILTRATION CAPACITY: 11,729 CF HWL: 874.06 BMP #3 10,061 CF UNDERGROUND STORMWATER INFILTRATION STORAGE TOP OF STONE = 865.5 TOP OF PIPE = 864.5 BOTTOM OF PIPE = 860.5 INFILTRATION CAPACITY: 5,387 CF HWL: 867.63 BUILDING ROOF DRAINS TO ROUTE TO STORMWATER INFILTRATION POND BMP #4 17,839 CF ABOVE GROUND STORMWATER INFILTRATION BASIN TOP OF POND = 877.5 BOTTOM OF POND = 873.5 INFILTRATION CAPACITY: 6,035 CF HWL: 877.01 875 880 880 880 874 876 877 878 879 881 882 8 8 0 879 8815.62% 6. 6 2% 870 875 871 872 873 874 876 877 STRM-202 CBMH 48" 2' x 3' RE:879.69 IE:872.89 N IE:872.89 S FES-201 FES 12" RE:879.57 IE:877.50 S STRM-204 CBMH 84" 2' x 3' RE:878.99 IE:873.95 NW IE:874.09 W IE:873.95 S STRM-203 CBMH 48" 2' x 3' RE:879.08 IE:873.41 N IE:873.41 S RD-201 ROOF DRAIN RE:878.82 IE:877.75 N RD-200 ROOF DRAIN RE:878.81 IE:877.74 N STRM-200 STORM MANHOLE WITH 4' SUMP RE:878.62 IE:872.29 E OCS-200 WEIR WALL: 873.00 IE 12"x8" ORIFICE: 872.00 IE RE:877.86 IE:871.00 W STRM-201 CBMH 60" 2' x 3' RE:878.35 IE:872.42 N IE:872.33 S IE:872.42 W STRM-104A STORM MANHOLE RE:877.51 IE:871.50 W YD-300 24" INLET GRATE SURFACE DRAIN RE:878.05 IE:870.07 S OCS-201 WEIR WALL: 876.75 IE 6" ORIFICE: 875.30 IE RE:877.00 IE:874.70 E STRM-104 STORM MANHOLE RE:877.45 IE:871.50 E STRM-301 STMH 60" 2' RE:878.48 IE:869.09 NE IE:871.09 S IE:866.35 W STRM-206 CBMH 48" 2' x 3' RE:877.28 IE:873.51 N STRM-103 STORM MANHOLE WITH 4' SUMP RE:877.23 IE:871.50 SW IE:872.50 NW YD-301 24" INLET GRATE SURFACE DRAIN RE:878.39 IE:869.78 NW STRM-100 CBMH 48" 2' x 3' RE:876.80 IE:872.40 W STRM-101 CBMH 48" 2' x 3' RE:876.68 IE:872.27 E IE:872.27 W STRM-102 CBMH 84" 2' x 3' RE:875.52 IE:871.77 E IE:871.77 NE FES-200 FES 12" RE:875.48 IE:877.50 S STRM-304 STORM MANHOLE RE:869.62 IE:864.68 E IE:864.68 NE IE:864.68 S STRM-302 CBMH 48" 2' RE:869.80 IE:864.92 E IE:864.92 W STRM-303 STORM MANHOLE RE:868.75 IE:864.76 E IE:864.76 N IE:864.76 W TD-300 TRENCH DRAIN RE:867.31 IE:865.13 SW EX-STRM-300 CONNECT TO EXISTING STRM RE:869.63 IE:862.10 E 99 LF - 15" HDPE @ 0.50% 27 LF - 15" HDPE @ 0.50% 158 LF - 15" HDPE @ 0.50% 108 LF - 18" HDPE @ 0.50% 104 LF - 18" HDPE @ 0.50% 95 LF - 24" HDPE @ 0.50% 118 LF - 15" HDPE @ 1.00% 25 LF - 24" HDPE @ 0.50% 96 LF - 24" HDPE @ 1.00% 30 LF - 24" HDPE @ 4.83% 16 LF - 24" HDPE @ 0.10% 83 LF - 24" HDPE @ 0.10% 45 LF - 12" HDPE @ 1.00% 48 LF - 24" HDPE @ 0.50% 25 LF - 8" HDPE @ 2.01% 3 LF - 12" HDPE @ 1.00% 107 LF - 15" HDPE @ 0.57% 62 LF - 15" HDPE @ 0.44% 45 LF - 18" HDPE @ 0.00% 24 LF - 12" HDPE @ 1.00% 25 LF - 12" HDPE @ 1.00% STRM-305 STORM MANHOLE WITH 4' SUMP RE:868.78 IE:864.50 N 18 LF - 36" HDPE @ 1.00% 22 LF - 24" HDPE @ 1.07% RD-300 CONNECTION TO PARKING RAMP STORM WATER DRAINAGE RE:867.18 IE:865.00 S 870866 866867868869871872 876877 878 2.60%4.73%2.89%869 871 ME:878.70 ME:877.50 ME:875.56 ME:875.95 ME:877.79 880 880 870870871871872880879880 878 878 879 881 879 873 875 876 878 SEE SHEET C502 FOR GRADING PLAN ENLARGEMENTS SEE SHEET C502 FOR GRADING PLAN ENLARGEMENTS SEE SHEET C502 FOR GRADING PLAN ENLARGEMENTS STRM-400 CBMH CIRCLE INLET RE:878.36 IE:874.52 S 133 LF - 12" HDPE @ 1.00%879.80 STRM-401 CONNECT TO PARKING RAMP STORM WATER PIPE SEE PLUBMING DRAWINGS IE:873.19 N OCS-300 WEIR WALL: 863.50 IE RE:866.43 IE:862.54 SE IE:862.54 S IE:862.54 W 17 LF - 12" HDPE @ 0.00% YD-305 24" INLET GRATE SURFACE DRAIN RE:865.50 IE:862.54 N 88 LF - 24" HDPE @ 0.50% 880 880879879 STRM-307 STORM MANHOLE RE:869.56 IE:862.78 NW 5,562 CF OF FLOOD STORAGE 133 LF - 24" HDPE @ 0.10% SEE SHEET C502 FOR GRADING PLAN ENLARGEMENTS 1.23%SEE SHEET C502 FOR GRADING PLAN ENLARGEMENTS STRM-205 CBMH 48" 2' x 3' RE:878.23 IE:874.74 SE SEE SHEET C502 FOR GRADING PLAN ENLARGEMENTS 879.69879.70 879.35 879.60 879.21 878.99 878.38 879.46 878.54 ME:865.15 876.82 879.21879.35880.02 880.02879.25877.83877.48877.59878.22 878.20 880.07 879.44 879.45 879.45879.57 879.72 877.73 877.76 877.58 877.56 880.99 880.50 880.86880.55 879.22 879.31 879.45 879.30 878.76 ME:878.51880.57 879.95 879.93 880.16 878.27878.32 878.03 877.73 877.71 878.29 877.95 877.97 877.90 877.83 BW:875.79 TW:875.80 877.78877.77 877.77877.81 877.95 879.87 880.39 880.06879.91 879.93 880.58 878.82 BW:868.50 TW:880.50 BW:??? TW:879.13 TW:880.50 BW:868.00 BW:867.05 TW:877.65 TW:873.73 BW:866.30 ME:865.61 ME:864.80 876.92 876.95 877.03 876.68 877.83 878.00875.64 876.03 877.14 877.26 877.46877.65 877.88 878.45 877.82 868.24 869.23870.00 869.38 869.68 870.09 867.87 868.27 867.76 880.92 880.95 880.69 880.58 880.57 880.70 880.04 879.57 879.72 877.80 877.81 876.25 876.23 876.11 877.07 877.07876.29 877.23 877.90 877.66 878.29 878.43 878.64 879.07 BW:878.28 BW:878.38 TW:878.38 TW:878.28 BW:878.16 TW:878.16 BW:878.16 TW:878.53BW:878.21 TW:878.28 BW:878.42 TW:878.44 BW:879.23 TW:879.23 TW:880.66 BW:880.66 TW:880.73 BW:880.74 881.00 879.92 879.07 880.20880.70 880.63 880.19880.29 879.78 880.50 877.83 878.43 878.43 878.99 878.35 878.28 877.89 878.01 880.70 879.15 878.89 868.19 877.86 878.10 868.00 879.11 877.50 877.50877.50 869.90 869.88 868.00 868.94 869.81 TW:878.64 BW:878.72 865.49 TW:879.37 BW:879.37 BW:869.88 TW:879.43 879.16 880.41 880.19 880.07 879.98 879.98 880.07 880.43 880.47 878.94 878.86 878.66 0.30% 66 LF - 12" HDPE @ 2.28% RD-100 IE:874.00 SE STRM-306 DETENTION SYSTEM RISER WITH CATCH BASIN TOP RE:868.79 ME:878.16 ME:877.20 ME:877.28 ME:877.35 ME:877.39 BW:872.28 TW:875.70 BW:872.28 TW:875.70 BW:872.30 TW:872.30 STRM-300 STMH 72" 2' RE:879.86 IE:869.38 E IE:869.27 SE IE:869.38 SW 29 LF - 24" HDPE @ 1.00%878.50 YD-302 24" INLET GRATE SURFACE DRAIN RE:877.82 IE:871.42 N 33 LF - 12" HDPE @ 1.00% 878.50 879.15 867.87 ME:870.90 ME:871.00 ME:869.92 ME:869.68 ME:868.85 ME:868.74870 869869869.00 YD-303 24" INLET GRATE SURFACE DRAIN RE:867.75 IE:864.96 S YD-304 24" INLET GRATE SURFACE DRAIN RE:867.72 IE:865.12 S 879.81 879.96 879.76 880.01 880 PROPOSED RESTAURANT 8,800 SF FFE = 879.0 878.10 878.50876877878879 878 8778778771.85%2.34%2.47%1.2 0 %87087087 0 8 7 0 870.00 873.23 866.94 867.04 866.28 ME:864.17 864.31 864.81 8 65 2.07% 879.67880 879.89 879.93 879.72 879.12 879.04 879.16 1.38%1.25%1.50%880.46 879.86 879.42 879.61 878.31 878.09 879.13 ME:879.63 3.5 4 %1.00%1.02%1.28%1.31%2.56%1.57%1.65%1.42%2.20% 2.64% 0.70% 0.97% 0.93%3.01%2. 6 5 % 881 KH PROJECT NO: DATE: NO DESCRIPTION DATE 6700 FRANCE AVE S EDINA, MN 55435 NOT F O R CONST R U CTI O N COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. ISSUANCE HISTORY - THIS SHEET DEVELOPMENT APPLICATIONS FEBRUARY 9, 2024 160570035 S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASanJose-44931961.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAAlexandria-44931957.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASantaMonica-44931945.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASanFrancisco-44931947.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGASacramento-44931949.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGARochester-44931951.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAMinneapolis-44931953.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAMilwaukee-44931955.png KEYPLAN MOB PARKING RAMP RESTAURANT NAME: DATE: REGISTRATION NUMBER: I HEREBY CERTIFY THAT THIS PLAN, THE LAWS OF THE STATE OF MINNESOTA I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN, NAME: DATE: REGISTRATION NUMBER: NAME: DATE: REGISTRATION NUMBER: NAME: DATE: REGISTRATION NUMBER: NAME: DATE: REGISTRATION NUMBER: NAME: DATE: REGISTRATION NUMBER: NAME: DATE: REGISTRATION NUMBER: NAME: DATE: REGISTRATION NUMBER: 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 CERTIFIED CIVIL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA NAME: DATE: REGISTRATION NUMBER: S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGABoston-44931963.png MEDICAL OFFICE BUILDING Wildamere Capital Management 6800 France Ave S #550 Edina, MN 55435 Olympus Ventures LLC 6600 France Ave S #550 Edina, MN 55435 Kimley-Horn 767 N Eustis St #100 St Paul, MN 55114 GRADING PLAN NOTES 1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF EDINA, SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 2.CONTRACTOR TO CALL GOPHER STATE CALL ONE @ <1-800-252-1166> AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS. 3.STORM SEWER PIPE SHALL BE AS FOLLOWS: RCP PER ASTM C-76 HDPE: 0" - 10" PER AASHTO M-252 HDPE: 12" OR GREATER PER ASTM F-2306 PVC SCH. 40 PER ASTM D-3034 STORM SEWER FITTINGS SHALL BE AS FOLLOWS: RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE PER ASTM 3212 PVC PER ASTM D-3034, JOINTS PER ASTM D-3212 4.CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. 5.SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 7.CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. 8.GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE. 9.ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 10.REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE LAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION. 11.CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE. 12.INSTALL A MINIMUM OF <4" CLASS 5> AGGREGATE BASE UNDER CURB AND GUTTER AND CONCRETE SIDEWALKS. 13.UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALL STREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF <4" OF TOPSOIL>. 14.ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISE NOTED. 15.GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. PROPOSED STORM SEWER PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED HIGH POINT ELEVATION HP:0.0 PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0 G:0.00 T:0.00 PROPOSED EMERGENCY OVERFLOW T/G:0.0 EOF:0.0 PROPOSED DRAINAGE DIRECTION 0.0% 0.00%PROPOSED ADA SLOPE ME:0.0 MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D 16. MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS. 17.CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IF LESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER IN LANDSCAPE AREAS. 18.ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE AT ELEVATION <XXX.XX> OR LOWER UNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR ROOF DRAIN CONNECTION. 19.ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING MANHOLE CONNECTIONS. 20.ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT PLUMBING CODE. 21.MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN CONCRETE PAVEMENT AREAS. 22.CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB" WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM GUTTER. GRADING PLAN NOTES NORTHGRADING AND DRAINAGE PLAN C501 KH PROJECT NO:DATE:NODESCRIPTIONDATE6700 FRANCE AVE SEDINA, MN 55435NOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETDEVELOPMENTAPPLICATIONSFEBRUARY 9, 2024160570035S:\4600\4614\006-00\04 Work\Shared\E-SizeVert ica l-onFrance-HGASanJose-44931961 .pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAAlexandria-44931957.pngS:\4600\4614\006-00\04 Work \Shared\E-S izeVert ical-onFrance-HGASantaMonica-44931945.pngS:\4600\4614\006-00\04 Work\Shared \E-SizeVe rtical-onFrance-HGASanFranc isco-44931947.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVer tical-onFrance-HGASacramento-44931949.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGARochester-44931951.pngS:\4600\4614\006-00\04 Work\Shared \E-SizeVer tical-onFrance-HGAM inneapolis-44931953.pngS:\4600\4614 \006-00\04 Work\Shared\E-SizeVer tical-onFrance-HGAMilwaukee-44931955.pngKEYPLANMOBPARKINGRAMPRESTAURANTNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED CIVIL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGABoston-44931963.pngMEDICALOFFICEBUILDINGWildamere Capital Management6800 France Ave S #550Edina, MN 55435Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435Kimley-Horn767 N Eustis St #100St Paul, MN 55114UTILITY DETAILSC602 KH PROJECT NO:DATE:NODESCRIPTIONDATE6700 FRANCE AVE SEDINA, MN 55435NOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETDEVELOPMENTAPPLICATIONSFEBRUARY 9, 2024160570035S:\4600\4614\006-00\04 Work\Shared\E-SizeVert ica l-onFrance-HGASanJose-44931961 .pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAAlexandria-44931957.pngS:\4600\4614\006-00\04 Work \Shared\E-S izeVert ical-onFrance-HGASantaMonica-44931945.pngS:\4600\4614\006-00\04 Work\Shared \E-SizeVe rtical-onFrance-HGASanFranc isco-44931947.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVer tical-onFrance-HGASacramento-44931949.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGARochester-44931951.pngS:\4600\4614\006-00\04 Work\Shared \E-SizeVer tical-onFrance-HGAM inneapolis-44931953.pngS:\4600\4614 \006-00\04 Work\Shared\E-SizeVer tical-onFrance-HGAMilwaukee-44931955.pngKEYPLANMOBPARKINGRAMPRESTAURANTNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED CIVIL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGABoston-44931963.pngMEDICALOFFICEBUILDINGWildamere Capital Management6800 France Ave S #550Edina, MN 55435Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435Kimley-Horn767 N Eustis St #100St Paul, MN 55114UTILITY DETAILSC603 KH PROJECT NO:DATE:NODESCRIPTIONDATE6700 FRANCE AVE SEDINA, MN 55435NOT FORCONSTRUCTIONCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETDEVELOPMENTAPPLICATIONSFEBRUARY 9, 2024160570035S:\4600\4614\006-00\04 Work\Shared\E-SizeVert ica l-onFrance-HGASanJose-44931961 .pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGAAlexandria-44931957.pngS:\4600\4614\006-00\04 Work \Shared\E-S izeVert ical-onFrance-HGASantaMonica-44931945.pngS:\4600\4614\006-00\04 Work\Shared \E-SizeVe rtical-onFrance-HGASanFranc isco-44931947.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVer tical-onFrance-HGASacramento-44931949.pngS:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGARochester-44931951.pngS:\4600\4614\006-00\04 Work\Shared \E-SizeVer tical-onFrance-HGAM inneapolis-44931953.pngS:\4600\4614 \006-00\04 Work\Shared\E-SizeVer tical-onFrance-HGAMilwaukee-44931955.pngKEYPLANMOBPARKINGRAMPRESTAURANTNAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN,THE LAWS OF THE STATE OF MINNESOTAI HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,I HEREBY CERTIFY THAT THIS PLAN,NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED CERTIFIED CIVIL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTANAME:DATE:REGISTRATION NUMBER:S:\4600\4614\006-00\04 Work\Shared\E-SizeVertical-onFrance-HGABoston-44931963.pngMEDICALOFFICEBUILDINGWildamere Capital Management6800 France Ave S #550Edina, MN 55435Olympus Ventures LLC6600 France Ave S #550Edina, MN 55435Kimley-Horn767 N Eustis St #100St Paul, MN 55114UTILITY DETAILSC604STORMWATER MANAGEMENT NOTES1.CONTRACTOR TO PROVIDE (2) DOUBLE RING INFILTROMETER TESTS WITHIN THE UNDERGROUND/ SURFACESYSTEM EXCAVATION PRIOR TO INSTALLATION OF THE UNDERGROUND/ SURFACE SYSTEM. THE CONTRACTORSHALL PROVIDE THE RESULTS TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION OF THEUNDERGROUND/ SURFACE SYSTEM.2.CONTRACTOR SHALL OVER-EXCAVATE ALL FILL AS NECESSARY TO NATIVE POORLY GRADED SANDY SOILS.EXCAVATION SHALL BE REPLACED WITH SUITABLE ENGINEERED FILL MEETING THE MNDOT SPECIFICATION FORCOARSE FILTER AGGREGATE PER SECTION 3149.2H. DEPTHS OF FILL/URBAN FILL EXPECTED TO VARY,CONTRACTOR SHALL VERIFY DEPTHS OF EXCAVATION AND PERFORM INFILTROMETER TESTS PRIOR TOINSTALLING UNDERGROUND/ SURFACE SYSTEM.3.IF NATIVE SUBGRADE SOILS BELOW FILL ARE DETERMINED TO NOT BE CONDUCIVE TO THE DESIGNINFILTRATION REQUIREMENTS, THE CONTRACTOR SHALL REMOVE AND REPLACE THE POORLY INFILTRATINGSOILS TO A DEPTH WHERE THE EXISTING NATIVE SUBGRADE SOILS MEET OR EXCEED THE DESIGNINFILTRATION RATE AS REVIEWED BY THE ENGINEER.4.UPON COMPLETION OF THE STORMWATER BMP AND FINAL STABILIATION OF THE TRIBUTARY DRAINAGE AREA,THE CONTRACTOR SHALL PROVIDE DOCUMENTATION THE BMP AFTER A SIGNIFICAT RAIN EVENT THAT SHOWSTHE BMPS DRAWS DOWN WITHIN 48 HOURS.5.FINAL EXCAVATION OF UNDERGROUND/ SURFACE INFILTRATION SYSTEM AREA AND INSTALLATION OF OFENGINEERED SOIL MUST OCCUR IN DRY SOIL CONDITIONS TO PREVENT SMEARING AND COMPACTION. DO NOTWORK IN INFILTRATION SYSTEM AREA IF SOIL CONDITIONS ARE WET.6.IMMEDIATELY FOLLOWING SYSTEM CONSTRUCTION, THE EXCAVATION FOR THE TRENCH SHALL BEIMMEDIATELY BACKFILLED WITH APPROVED BACKFILL MATERIAL PER MANUFACTURER'S RECOMMENDATION,OR THE EXCAVATION SHALL BE PROTECTED WITH SILT FENCE AND OR BIO-ROLLS SUCH THAT ON-SITE SOILS DONOT ENTER THE TRENCH EXCAVATION AND CLOG UP THE BOTTOM/SIDES OF THE TRENCH LIMITING THEINFILTRATION CAPACITY OF THE UNDERGROUND/ SURFACE SYSTEM.7.IF ANY SOILS ENTER THE TRENCH PRIOR TO BACKFILLING, THE CONTRACTOR SHALL REMOVE SOILS ANDCONFIRM THE INFILTRATION CAPACITY OF THE NATIVE SUBGRADE SOILS IS MET WITH INFILTROMETER TESTS.8.CONTRACTOR SHALL COORDINATE AND COMPLETE CERTIFIED AS-BUILT PLANS DEMONSTRATING ALLCONSTRUCTED STORMWATER CONVEYANCE STRUCTURES, AND STORMWATER MANAGEMENT FACILITIES(INCLUDING AS-BUILT VOLUMES) CONFORM TO DESIGN AND/OR PLANS AS APPROVED BY THE CITY.9.STORMWATER MANAGEMENT AREAS TO BE KEPT OFF-LINE UNTIL DISTURBED AREAS ARE RESTORED. IF NOTPOSSIBLE, SYSTEMS MUST BE CLEANED OUT PRIOR TO CERTIFICATE OF OCCUPANCY.10.STOCKPILING OF MATERIAL SHALL NOT BE ALLOWED IN PROPOSED BMP'S.11.NO CONSTRUCTION EQUIPMENT SHALL BE ALLOWED IN THE BMP FOOTPRINTS BEFORE OR AFTERCONSTRUCTION. ONLY SPECIFIED EQUIPMENT WILL BE ALLOWED INSIDE FOR THE SOLE PURPOSE OFCONSTRUCTION OF THE SURFACE BASIN.12.ALL INFILTRATION AREAS SHALL BE PROTECTED DURING CONSTRUCTION OPERATIONS.13.GRADING OF THE SURFACE INFILTRATION BASINS SHALL BE ACCOMPLISHED USING LOW-IMPACT,EARTH-MOVING EQUIPMENT TO PREVENT COMPACTION OF THE UNDERLYING SOILS. A BACKHOE WITHTOOTHED BUCKET SHALL BE USED FOR EXCAVATION OF FILTRATION BASINS TO PREVENT COMPACTION ORSMEARING OF SOILS. THE CONTRACTOR SHALL SCARIFY THE UNDERLYING SOIL TO MINIMUM 18" DEPTH TOREMOVE COMPACTION. THE FIRST LIFT OF ENGINEERED SOIL SHALL BE MIXED WITH UNDERLYING SOILS.LEVELING AND FINAL GRADING WITHIN THE CELL MUST BE DONE BY HAND.ALL JOINTS IN MANHOLE TOHAVE "O" RING RUBBER GASKETPLANPRECAST CONCRETEMANHOLE BASEPRECAST CONCRETEMANHOLE SECTIONSECTIONPIPE SHALL BE CUTFLUSH WITH INSIDEFACE OF WALL48" DIAIE:874.70SEE GRADING PLANFOR RIM ELEVATIONPIPE SHALL BE CUT FLUSHWITH INSIDE FACE OF WALLOUTLET CONTROL STRUCTURE (OCS 201)TOP WEIR WALLEL: 876.75MANHOLE MUST CONFORM TOCITY STANDARDS ANDSPECIFICATIONS4' WIDE WEIR WALLNOT TO SCALEOUTLETFLOWALL JOINTS IN MANHOLE TOHAVE "O" RING RUBBER GASKETPLANINTLETFLOWPRECAST CONCRETEMANHOLE BASEPRECAST CONCRETEMANHOLE SECTIONSECTIONPIPE SHALL BE CUTFLUSH WITH INSIDEFACE OF WALL60" DIAFLOW24" INTLETIE:871.00SEE GRADING PLANFOR RIM ELEVATION24" OUTLETPIPE SHALL BE CUT FLUSHWITH INSIDE FACE OF WALLIE: 871.00OUTLET CONTROL STRUCTURE (OCS 200)TOP WEIR WALLEL: 873.00MANHOLE MUST CONFORM TOCITY STANDARDS ANDSPECIFICATIONS5' WIDE WEIR WALLNOT TO SCALEFLOWOUTLETFLOWALL JOINTS IN MANHOLE TOHAVE "O" RING RUBBER GASKETPLANINTLETFLOWPRECAST CONCRETEMANHOLE BASEPRECAST CONCRETEMANHOLE SECTIONSECTIONPIPE SHALL BE CUTFLUSH WITH INSIDEFACE OF WALL60" DIAFLOW24" INTLETIE:862.54SEE GRADING PLANFOR RIM ELEVATIONPIPE SHALL BE CUT FLUSHWITH INSIDE FACE OF WALLIE: 862.54OUTLET CONTROL STRUCTURE (OCS 300)TOP WEIR WALLEL: 863.50MANHOLE MUST CONFORM TOCITY STANDARDS ANDSPECIFICATIONSNOT TO SCALEOUTLETFLOW15" OUTLETFLOW6" ORIFICEIE: 875.3012" x 8" ORIFICEIE: 872.0024" OUTLETFLOW12" PIPEIE: 862.545' WIDE WEIR WALLINTLETFLOWBASIN TOP: 877.50STORMWATER INFILTRATION BASIN (BMP #4)NOT TO SCALEBASIN BOTTOM: 873.502 : 1 MAX2:1 MAX100 YR HWL: 877.01OCS-201SEE GRADING PLAN FORTOP OF STRUCTURENATIVE SOILS,SEE NOTES ON THIS PAGE15" CULVERTIE: 874.70 OnFrance MOB- Stormwater Report Page 17 Edina, MN Appendix 5.Existing Flooding Exhibit Barr Engineering Co. 4300 MarketPointe Drive, Suite 200, Minneapolis, MN 55435 952.832.2600 www.barr.com Technical Memorandum To: Ross Bintner, PE From: Janna Kieffer, PE and Cory Anderson, PE Subject: Flow patterns at the France Avenue and West 69th Street intersection and along Valley View Road. Date: February 28, 2017 Project: 23/27-0354.00 1.0 Introduction A development, referred to as The Avenues on France, is proposed at 6600 France Avenue, between Valley View Road and France Avenue on the west and east, and between West 66th Street and West 69th Street on the north and south (Figure 1). During review of the proposed stormwater management strategies for the development site and surrounding area, a more detailed review of the hydraulic modeling was completed, with focus on the intersection of France Avenue and West 69th Street and interaction of surface overflows between Valley View Road and the proposed The Avenue on France development. The detailed review included consideration of anecdotal information regarding observed flow patterns, and review of 2011 LiDAR elevation data and recent topographic survey data provided by the site developer. This memo summarizes flow patterns under existing conditions in this area, along with a sensitivity analysis of flow patterns at the France Avenue and West 69th Street intersection. Figure 1 Overview map of development location To: Ross Bintner, PE From: Janna Kieffer, PE and Cory Anderson, PE Subject: Flow patterns at the France Avenue and West 69th Street intersection and along Valley View Road. Date: February 28, 2017 Page: 2 P:\Mpls\23 MN\27\2327354\WorkFiles\2017\Avenue at France\Technical Memorandum - Flooding and Flow Patterns 022817.docx 2.0 Model Updates In early-December 2016, Barr provided an XP-SWMM model of the storm sewer system in the France Avenue and Valley View Road area to The Avenue on France developer’s engineering team (BKBM and Wenck Associates). This model was the best available model of this area at the time. Wenck Associates (Wenck) submitted a revised version of that model on January 17, 2017. Barr has been working on updating all of the Edina XP-SWMM models since mid-2016 as part of the city’s Comprehensive Water Resources Management Plan update. Since early-December, Barr has completed the city-wide model updates. The following changes were made to Barr’s updated XP-SWMM model to incorporate suggested revisions from the January 13, 2017 technical memorandum from Wenck Associates (Wenck) and associated XP-SWMM model submitted on January 17, 2017. • Inlet capacity was added along France Avenue in nodes NC_129 (15 cfs maximum) & NC_100 (12 cfs maximum), and road overflows were added/changed along France Avenue to capture resulting road flooding (Link677, Link678, Link679, 1630_p, 1631_p, 1632_p). o NC_129 flows north along France Avenue, and then west along 66th Street. There is a swale off the southwest corner of the intersection that allows overflow from France Avenue to 66th Street. o NC_100 overflows to NC_129 and NC_57 first, and then potentially to NC_101 • Changed width of L1445 to reflect a 20 foot width, versus 32 feet. • Used Wenck’s edited stage-storage curves for NC_113, NC_141, and NC_112 • Modified pipes 608_p & 610_p to match the data in the model submitted by Wenck on January 17, 2017. Following the February 3, 2017 meeting with developers of The Avenue on France site, the City asked Barr to prepare this summary of stormwater flows in the Valley View Road and France Avenue area, including summarizing flow contributions from the Valley View system to the existing residential flooding issue along Southdale Road. As part of this effort, we reviewed the modeling at the intersection of West 69th Street and France Avenue in more detail and identified several modeling revisions based on the City’s updated storm sewer and elevation data. One of the more significant revisions was to remove the surface overflow link (L1426) between nodes NC_122 and Node 2068. This link was conveying surface overflow from West 69th Street west toward Valley View Road at an elevation of approximately 872.9 mean sea level (MSL), which appears to have been based on a survey conducted back in 2002. Storm sewer survey information collected by the City in more recent years indicates a rim elevation of 877 MSL at NC_122, (which corresponds closely with the MnDNR LiDAR), meaning the storm sewer system won’t surcharge at this location until a higher elevation of 877. This change results in less surface overflow on West 69th To: Ross Bintner, PE From: Janna Kieffer, PE and Cory Anderson, PE Subject: Flow patterns at the France Avenue and West 69th Street intersection and along Valley View Road. Date: February 28, 2017 Page: 3 P:\Mpls\23 MN\27\2327354\WorkFiles\2017\Avenue at France\Technical Memorandum - Flooding and Flow Patterns 022817.docx Street, as compared to the XP-SWMM model that we provided to BKBM and Wenck back in December 2016. The additional revisions to Barr’s most up-to-date XP-SWMM model for the area are summarized below. • Moved the runoff node from NC_150 to 2066 and added inlet capacity of 15 cfs maximum, representing the 10 available catch basins along France Avenue north of this location. (Note that the runoff node for NC_150 was node 2067 in the model provided to BKBM and Wenck in December 2016.) • Changed invert elevations of L1477, L1466, L1445, and L1543 based on LiDAR elevation data • Split Link497, and added Link684 & Link685 to represent the possibility for flow in Valley View to get high enough and flow into the parking lot of NC_112. A natural cross section was used for Link684 to more accurately represent the roadway profile in the westbound lane of Valley View and depths of water that will result in flow into the parking lot of NC_112. • Added 1.5 cfs inlet capacity to nodes 2377, 2376.1, 2375, 2374.1, and 2373.1 on Valley View to restrict the amount of surface overflow entering the storm sewer system based on existing system configuration. • Reconnected overflows at the intersection of France Avenue and Valley View Road o Inactivated Link607 o Inactivated L1426 o Edited links L1466, L1445, 1637_gr. Added Link680, Link681, Link683, Link689, & Link690 3.0 Existing Flow Patterns 3.1 France Avenue and West 69th Street Intersection In this study area, France Avenue slopes to the south, while the pipe network under France Avenue slopes to the north (Figure 2). West 69th Street slopes west toward the intersection of France Avenue. Along Valley View Road, there are locations where stormwater flows into the parking lot at 6600 France (subwatershed NC_112) and southwest to LE_43, when depths of street flow are high enough. To: Ross Bintner, PE From: Janna Kieffer, PE and Cory Anderson, PE Subject: Flow patterns at the France Avenue and West 69th Street intersection and along Valley View Road. Date: February 28, 2017 Page: 4 P:\Mpls\23 MN\27\2327354\WorkFiles\2017\Avenue at France\Technical Memorandum - Flooding and Flow Patterns 022817.docx Figure 2 Intersection of France Avenue (top to bottom) and West 69th Street (left to right); color gradation represents elevation. Anecdotal information indicates that during large storm events, water flows south along the southbound lane of France Avenue, then turns the corner west toward Valley View Road. During the 100-year, 24-hour precipitation event (7.3 inches, Atlas 14), the watershed contributing to this intersection from the north (NC_150) produces approximately 3 acre-feet of runoff. Due to the included inlet capacity in this watershed, the model shows that approximately 15 cfs enters the pipe network, and the remaining surface flow is split, with flows in the southbound lane turning the corner west to Valley View Road (~16 cfs), and flows in the northbound lane continuing south on France Avenue through the intersection (~12 cfs). To: Ross Bintner, PE From: Janna Kieffer, PE and Cory Anderson, PE Subject: Flow patterns at the France Avenue and West 69th Street intersection and along Valley View Road. Date: February 28, 2017 Page: 5 P:\Mpls\23 MN\27\2327354\WorkFiles\2017\Avenue at France\Technical Memorandum - Flooding and Flow Patterns 022817.docx Figure 3 Watersheds in the review area, delineated by pink lines, and pipe network From the east (West 69th Street), stormwater flows west along the surface of the road in both the westbound and eastbound lanes (~40 cfs), and turns the corner south along France Avenue when it comes to this intersection, based on review of the available elevation data. There is approximately a 0.5- foot to 1.0-foot elevation difference between the crown of France Avenue and the curb along West 69th Street. We believe that this elevation difference is enough to contain the majority of the flow from West 69th Street, if not all of it. Additionally, from the northeast corner of this intersection, approximately 45 cfs overtops the parking lot in NC_121 and flows to the southeast corner of this intersection. With additional storm sewer surcharging flow within the intersection, a total of approximately 118 cfs flows south from this intersection (in the northbound lane of France Avenue). To: Ross Bintner, PE From: Janna Kieffer, PE and Cory Anderson, PE Subject: Flow patterns at the France Avenue and West 69th Street intersection and along Valley View Road. Date: February 28, 2017 Page: 6 P:\Mpls\23 MN\27\2327354\WorkFiles\2017\Avenue at France\Technical Memorandum - Flooding and Flow Patterns 022817.docx Figure 4 Surface flow patterns of existing conditions during the 100-year, 24-hour precipitation event Finally, the flow that contributes to the small depressional area around the catch basin in the southwest corner of the intersection appears to split evenly due to similar road crest elevations on either side. Therefore, approximately 3 cfs will flow south along the southbound lane of France Avenue, and 2 cfs will flow west toward Valley View Road. 3.1.1 Open Channel Flow Calculations – Road Surface Manning’s equation was used to estimate flow depth and extent within France Avenue, using cross section data derived from LiDAR, rather than idealized road sections (see Figure 5). For this approach, roughness was assumed to be 0.013, and the friction slope was 1%, approximately the slope of France Avenue from north to south. To: Ross Bintner, PE From: Janna Kieffer, PE and Cory Anderson, PE Subject: Flow patterns at the France Avenue and West 69th Street intersection and along Valley View Road. Date: February 28, 2017 Page: 7 P:\Mpls\23 MN\27\2327354\WorkFiles\2017\Avenue at France\Technical Memorandum - Flooding and Flow Patterns 022817.docx Figure 5 Cross sections used for Manning’s Equation open channel flow calculations In summary, for 12 cfs at XS 2, water will not be running along the median, but will be concentrated on the east curb, and the flow top width will not be as wide as the northbound lane of France Avenue. At XS 1, with 85 cfs (flow from the north, northeast, and half of the flow from West 69th Street), the flow will concentrate around the eastern part of France Avenue and will come up to about 873.8 feet, which is lower than the crown of France Avenue in the middle of the intersection. It may be possible that some of this flow will radiate in the intersection and potentially cross the crown near the south end, but we expect that flow to be minor. Finally, in XS 3, water level at a flow of 118 cfs is expected to be just over 872.4 feet. Again, the flow will concentrate along the eastern part of France Avenue and will not be as wide as the northbound lane. To: Ross Bintner, PE From: Janna Kieffer, PE and Cory Anderson, PE Subject: Flow patterns at the France Avenue and West 69th Street intersection and along Valley View Road. Date: February 28, 2017 Page: 8 P:\Mpls\23 MN\27\2327354\WorkFiles\2017\Avenue at France\Technical Memorandum - Flooding and Flow Patterns 022817.docx Figure 6 XS 1, station-elevation data, and approximate water surface elevation at 85 cfs; note the crown elevation in the intersection is 874.1 feet. Figure 7 XS 2, station-elevation data, and approximate water surface elevation at 12 cfs; note top width of the water surface is not the entire width of France Avenue. 872.5 873.0 873.5 874.0 874.5 875.0 875.5 876.0 876.5 0 50 100 150 200 250 300Elevation (feet)Station (feet) 874.5 875.0 875.5 876.0 876.5 877.0 877.5 878.0 0 10 20 30 40 50 60 70Elevation (feet)Station (feet) To: Ross Bintner, PE From: Janna Kieffer, PE and Cory Anderson, PE Subject: Flow patterns at the France Avenue and West 69th Street intersection and along Valley View Road. Date: February 28, 2017 Page: 9 P:\Mpls\23 MN\27\2327354\WorkFiles\2017\Avenue at France\Technical Memorandum - Flooding and Flow Patterns 022817.docx Figure 8 XS 3, station-elevation data, and approximate water surface elevation at 118 cfs; note top width of the water surface is not the entire width of France Avenue. 3.1.2 Flow Sensitivity Analysis at France Avenue and 69th Street/Valley View Road Intersection In careful review of the LiDAR elevation and topographic survey information provided by BKBM at the intersection of France Avenue and West 69th Street, it appears that most of the surface flow on the northbound side of France and from West 69th Street will flow southward along France Avenue. However, given the uncertainties of flow patterns in this intersection and the implications to downstream systems, a volume sensitivity analysis was performed. The sensitivity analysis focused on the possibility that, with the flow momentum from the east along West 69th Street, some of the flow could cross over the crown of the intersection to Valley View Road, likely to the southwest corner. Modifications were made to the model links at the intersection in an attempt to split the flow so that approximately half of the flow in the eastern part of the intersection heads south along France Avenue, and half of the flow overtops the crown on France and contributes to the depressional area in the southwest corner of the intersection. The links in the southwest corner allowing water to flow both south along France Avenue and west toward Valley View Road were not changed. Images of the model schematic, “before and after”, in this intersection are shown in Figure 9. Figure 10 summarizes the peak flow rates from the sensitivity analysis, showing an increase in flow of approximately 18 cfs west toward Valley View Road at the southwest side of the intersection. This increased flow west toward Valley View Road results in an increase in surface overflow south to subwatershed LE_43. 871.6 871.8 872.0 872.2 872.4 872.6 872.8 873.0 873.2 873.4 873.6 0 20 40 60 80 100 120Elevation (feet)Station (feet) To: Ross Bintner, PE From: Janna Kieffer, PE and Cory Anderson, PE Subject: Flow patterns at the France Avenue and West 69th Street intersection and along Valley View Road. Date: February 28, 2017 Page: 10 P:\Mpls\23 MN\27\2327354\WorkFiles\2017\Avenue at France\Technical Memorandum - Flooding and Flow Patterns 022817.docx Figure 9 Model changes for the sensitivity analysis Figure 10 Surface flow patterns resulting from sensitivity analysis during the 100-year, 24-hour precipitation event 3.2 Surface Overflows to Southdale Road Low Area Subwatershed NC_119 is located at the upstream end of the Valley View trunk storm sewer. Under existing conditions, stormwater is collected in two small ponding areas located on the west side of 6900 France Avenue and the northwest side of 3905 West 69th Street that are drained by the Valley View storm To: Ross Bintner, PE From: Janna Kieffer, PE and Cory Anderson, PE Subject: Flow patterns at the France Avenue and West 69th Street intersection and along Valley View Road. Date: February 28, 2017 Page: 11 P:\Mpls\23 MN\27\2327354\WorkFiles\2017\Avenue at France\Technical Memorandum - Flooding and Flow Patterns 022817.docx sewer system. In the 100-year, 24-hour rainfall event, these ponding areas overtop and stormwater flows south (approximately 6 cfs, 0.6 acre-feet) to the low area along Valley View Road between 69th Street and 70th Street (subwatershed LE_43). Water ponds in this low area along Valley View Road until it overtops the berm on the west side of Valley View Road and flows through residential yards toward the low area along Southdale Road (subwatershed LE_34). Subwatershed NC_60 is located in the residential neighborhood just west of the intersection of Valley View Road and West 68th Street. In the 100-year, 24-hour rainfall event, stormwater ponds along Valley View Road just south of West 68th Street until it reaches West 68th Street, where it overtops the intersection and flows west (approximately 10 cfs, 0.6 acre-feet) toward the intersection of West 68th Street and Southdale Road. When water levels at this intersection reach an elevation of approximately 869 feet MSL, stormwater flows south (25 cfs, 1.4 acre-feet) to the low area along Southdale Road (LE_34). 3.3 Surface Overflows to 6600 France Avenue (The Avenues on France) The 6600 France Avenue parcel (location of the proposed The Avenues on France development) has several low-lying areas along Valley View Road under existing conditions. These low lying areas store stormwater on the site and are drained via pipe connections to the trunk storm sewer along Valley View Road. In the 100-year, 24-hour rainfall event, backflow occurs in the Valley View storm sewer system connections at NC_141 (1 cfs, 0.05 acre-feet) and NC_113 (7 cfs, 0.1 acre-feet). Surface overflows from Valley View Road also impact the 6600 France property at several locations, including NC_112 (7 cfs, 0.08 acre-feet) and NC_141 (5 cfs, 0.05 acre-feet). As part of development conditions, the property owners of 6600 France Avenue have been asked to avoid a net increase in flood risk to nearby properties in the 100 year event, which can generally be accomplished through maintaining existing flood storage volumes onsite. Table 1 summarizes the 100- year, 24-hour flood elevations and flood storage volumes below these elevations for the three subwatersheds (NC_112, NC_141, and NC_113) that span the site, based on Barr’s most up-to-date XP- SWMM model of the area. Table 1. 100-year, 24-hour flood elevations and associated flood storage volumes Subwatershed 100-year, 24-hour Flood Elevation (MSL) Flood Storage Volume (acre-feet) NC_112 870.5 1.62 NC_141 869.9 0.37 NC_113 868.9 3.21 To: Ross Bintner, PE From: Janna Kieffer, PE and Cory Anderson, PE Subject: Flow patterns at the France Avenue and West 69th Street intersection and along Valley View Road. Date: February 28, 2017 Page: 12 P:\Mpls\23 MN\27\2327354\WorkFiles\2017\Avenue at France\Technical Memorandum - Flooding and Flow Patterns 022817.docx As described in Section 3.1.2, a volume sensitivity analysis was performed in an attempt to capture some of the flow uncertainties in the intersection of France Avenue and West 69th Street. Modifications were made to the model at the intersection to split the flow so that approximately half of the flow in the west bound lane of West 69th Street east of the intersection heads south along France Avenue, and half of the flow overtops the crown on France and contributes to the depressional area in the southwest corner on Valley View Road. While this model change increased in flow by approximately 18 cfs west along the south side of Valley View Road, it resulted in only minimal increases in flows to the 6600 France Avenue site. In the 100-year, 24-hour rainfall event, the increases in backflow occurring in the Valley View storm sewer system connections at NC_141 and NC_113 were negligible. The increases in surface overflow from Valley View Road to the 6600 France Avenue site at NC_112 and NC_141 were 0.01 acre-feet and 0.08 acre-feet, respectively. Barr’s most up-to-date XP-SWMM model indicates a smaller contribution of stormwater from the Valley View system to the 6600 France Avenue site, as compared with the version of the XP-SWMM model submitted by Wenck on January 17, 2017. Table 2 compares the 100-year, 24-hour flood elevations and associated flood storage volumes of Barr’s most up-to-date XP-SWMM model (same as Table 1) and those of the model submitted by Wenck. Table 2. Comparison of 100-year, 24-hour flood elevations and associated flood storage volumes between Barr’s updated XP-SWMM model and the model submitted by Wenck on January 17, 2017. Subwatershed Barr Updated XP-SWMM Model XP-SWMM Model submitted by Wenck on January 17, 2017 Difference in 100-year Flood Storage Volume (acre-feet) Flood Elevation (MSL) Flood Storage Volume (acre-feet) Flood Elevation (MSL) Flood Storage Volume (acre-feet) NC_112 870.5 1.62 871.2 2.96 1.34 NC_141 869.9 0.37 870.8 0.98 0.61 NC_113 868.9 3.21 869.0 3.41 0.20 OnFrance MOB- Stormwater Report Page 18 Edina, MN Appendix 6.MIDS Summary Project Information Calculator Version:Version 4: July 2020 Project Name:OnFrance Medical Office Building User Name / Company Name:Kimley-Horn Date:01/19/2024 Project Description:Approximately 7 acres of a property in Edina, MN is proposed to be redeveloped. Two office buildings and associated parking will be demolished, and a proposed medical office building, restaurant, parking ramp, and surface parking will take its place. Construction Permit?:No Site Information Retention Requirement (inches):1.1 Site's Zip Code:55435 Annual Rainfall (inches):31.1 Phosphorus EMC (mg/l):0.3 TSS EMC (mg/l):54.5 Total Site Area Land Cover A Soils (acres) B Soils (acres) C Soils (acres) D Soils (acres) Total (acres) Forest/Open Space -Undisturbed, protected forest/open space or reforested land 0 Managed Turf -disturbed, graded for yards or other turf to be mowed/managed 2.11 2.11 Impervious Area (acres)4.80 Total Area (acres)6.91 Site Areas Routed to BMPs Land Cover A Soils (acres) B Soils (acres) C Soils (acres) D Soils (acres) Total (acres) Forest/Open Space -Undisturbed, protected forest/open space or reforested land 0 Managed Turf -disturbed, graded for yards or other turf to be mowed/managed 1.37 1.37 Impervious Area (acres)4.52 Total Area (acres)5.89 Summary Information Performance Goal Requirement Performance goal volume retention requirement:19166 ft3 Volume removed by BMPs towards performance goal:18048 ft³ Percent volume removed towards performance goal 94 % Annual Volume and Pollutant Load Reductions Post development annual runoff volume 11.6205 acre-ft Annual runoff volume removed by BMPs:10.4249 acre-ft Percent annual runoff volume removed:90 % Post development annual particulate P load:5.2153 lbs Annual particulate P removed by BMPs:4.679 lbs Post development annual dissolved P load:4.267 lbs Annual dissolved P removed by BMPs:3.828 lbs Total P removed by BMPs 8.507 lbs Percent annual total phosphorus removed:90 % Post development annual TSS load:1722.6 lbs Annual TSS removed by BMPs:1545.4 lbs Percent annual TSS removed:90 % BMP Summary Performance Goal Summary BMP Name BMP Volume Capacity (ft3) Volume Recieved (ft3) Volume Retained (ft3) Volume Outflow (ft3) Percent Retained (%) BMP #4 MOB Infiltration Pond 6272 3634 3634 0 100 BMP #1 Restaurant Underground Infiltration Chambers2975 2915 2915 0 100 BMP #3 West Underground Infiltration Chambers7009 6868 6868 0 100 BMP #2 East Underground Infiltration Chambers8272 4632 4632 0 100 Annual Volume Summary BMP Name Volume From Direct Watershed (acre-ft) Volume From Upstream BMPs (acre-ft) Volume Retained (acre-ft) Volume outflow (acre-ft) Percent Retained (%) BMP #4 MOB Infiltration Pond 2.1797 0 2.1509 0.028799999999999999 BMP #1 Restaurant Underground Infiltration Chambers1.6876 0 1.5908 0.0968 94 BMP #3 West Underground Infiltration Chambers3.9746 0.0352 3.7799 0.2299 94 BMP #2 East Underground Infiltration Chambers2.813 0.1256 2.9034 0.035200000000000199 Particulate Phosphorus Summary BMP Name Load From Direct Watershed (lbs) Load From Upstream BMPs (lbs) Load Retained (lbs) Outflow Load (lbs) Percent Retained (%) BMP #4 MOB Infiltration Pond 0.9783 0 0.9654 0.0129 99 BMP #1 Restaurant Underground Infiltration Chambers0.7574 0 0.714 0.0434 94 BMP #3 West Underground Infiltration Chambers1.7838 0.0158 1.6964 0.1032 94 BMP #2 East Underground Infiltration Chambers1.2625 0.0563 1.303 0.0158 99 Dissolved Phosphorus Summary BMP Name Load From Direct Watershed (lbs) Load From Upstream BMPs (lbs) Load Retained (lbs) Outflow Load (lbs) Percent Retained (%) BMP #4 MOB Infiltration Pond 0.8004 0 0.7898 0.0106 99 BMP #1 Restaurant Underground Infiltration Chambers0.6197 0 0.5842 0.0355 94 BMP #3 West Underground Infiltration Chambers1.4595 0.0129 1.388 0.0844 94 BMP #2 East Underground Infiltration Chambers1.0329 0.0461 1.0661 0.0129 99 Total Phosphorus Summary BMP Name Load From Direct Watershed (lbs) Load From Upstream BMPs (lbs) Load Retained (lbs) Outflow Load (lbs) Percent Retained (%) BMP #4 MOB Infiltration Pond 1.7787 0 1.7552 0.0235 99 BMP #1 Restaurant Underground Infiltration Chambers1.3771 0 1.2982 0.0789 94 BMP #3 West Underground Infiltration Chambers3.2433 0.0287 3.0844 0.1876 94 BMP #2 East Underground Infiltration Chambers2.2954 0.1024 2.3691 0.0287 99 TSS Summary BMP Name Load From Direct Watershed (lbs) Load From Upstream BMPs (lbs) Load Retained (lbs) Outflow Load (lbs) Percent Retained (%) BMP #4 MOB Infiltration Pond 323.12 0 318.84 4.28000000000003 99 BMP #1 Restaurant Underground Infiltration Chambers250.16 0 235.82 14.34 94 BMP #3 West Underground Infiltration Chambers589.19 5.20999999999998560.32 34.08 94 BMP #2 East Underground Infiltration Chambers 417 18.62 430.41 5.20999999999998 99 BMP Schematic Greater Southdale District Design Experience Guidelines March 5, 2019 Greater Southdale District | Design Experience Guidelines March 5, 2019 Table of Contents A. Preface What are Design Experience Guidelines? 1. Introduction page 1 Placemaking Through the Lens of Experience 2. The Vision pages 3-5 The Greater Southdale District Experience 3. The Framework pages 7-11 The 200’ x 200’ Grid Street Rooms and Seams 4. The Guidance pages 13-35 Public Realm Experience Transitions and Connections Street Room Typologies 5. Implementing and Measuring Experience page 37 Ten Things to Remember Greater Southdale District | Design Experience Guidelines March 5, 2019 page c APreface What are Design Experience Guidelines? Greater Southdale District | Design Experience Guidelines March 5, 2019 page A1 For nearly four years, a Work Group comprised of Edina residents and business leaders contemplated the future evolution of the Greater Southdale District, using the notion of “experience” as the foundational element from which to shape the district over the next 50 years. The first phase of the Work Group’s efforts consisted of developing Working Principles that would guide the group’s efforts into subsequent stages as well as suggest a dialog for considering new introductions within the district. Phase Two translated these principles into an urban design framework plan that proposed enhanced connections across existing major streets, introduced a new block framework to encourage walkability, and posed design strategies to create an improved public realm and promote higher quality, pedestrian-oriented development. The broader experience the urban design framework strives to achieve is the creation of a Greater Southdale District that connects seamlessly between the existing urban and residential fabric, maximizes the development potential of each site, enhances walkability and livability, and encourages interaction among current and future residents, businesses, and institutions. The urban design framework is the foundation to the Greater Southdale District Plan, a part of the City of Edina 2018 Comprehensive Plan. The Greater Southdale District Design Experience Guidelines is a companion to those documents, outlining high-level planning and design strategies for public realm, site, and building design supporting the desired experience outcomes. The Design Experience Guidelines sets baseline guidance for developers, designers, City of Edina staff, Planning Commissioners and members of the City Council when proposing, designing or evaluating proposed introductions within the Greater Southdale District. Use of the Design Experience Guidelines The Design Experience Guidelines apply to proposed development within the Greater Southdale District and former Pentagon Park, and should be referred to when embarking on new development or redevelopment. The Design Experience Guidelines also offer direction for new public realm features and the reimagining of existing public infrastructure. The document does not stand alone; it must be considered as part of a larger set of district goals, urban design framework and patterns, and policy guidance outlined in the Greater Southdale District Plan and the 2018 City of Edina Comprehensive Plan. Together, these documents set forth A. Preface What are Design Experience Guidelines? Greater Southdale District | Design Experience Guidelines March 5, 2019 page A2 City expectations for the future form of the Greater Southdale District, and inform all potential projects within the district. The Design Experience Guidelines are not a substitute for City of Edina zoning codes and ordinances, but instead provide substantial background for developers and design teams and a framework from which to approach proposed projects within the district. The Design Experience Guidelines clarify the dimensional characteristics of eight different Street Room typologies that together form the experience within the district. The physical qualities of each street room’s height and width, and shaped by the architecture of the district, informs the design of the public realm on streets that connect and bind the human experience of the district. These physical characteristics also shape the experience of transition – transitions from existing single-family neighborhoods and transitions into and out of the district, outlining gradual changes in building scale within these critical transition areas to bridge between one- and two-story residences and the greater intensity of the Greater Southdale District. In conjunction with the Urban Design chapter of the Greater Southdale District Plan, this document provides both a philosophical and practical framework to facilitate discussion among the City, development teams, and the community when considering proposals for change within the district. During the recommended Sketch Plan review process (described on page 70 of the Greater Southdale District Plan), the Design Experience Guidelines are intended to facilitate dialog about broader district goals, patterns and connections, building massing, programmatic opportunities and shared public realm connectivity. Dialog at this point in the review of a proposal requires imagination, looking beyond the immediate site to imagine the creation of a consistently positive human experience, requiring a proposal to recognize the ways in which it influences that experience on adjacent and nearby sites. Once a proposal progresses beyond the Sketch Plan, the document is used as a test of outcomes and touchstone to measure how every proposal meets the desired district experience. Further specific design details related to landscaping, curb and intersection design, stormwater management and daylighting, lighting standards, street furniture, and a host of other factors related to the experience of the district will be described in future versions of this or a similar document as the need for direction related to those features becomes better understood. Greater Southdale District | Design Experience Guidelines March 5, 2019 page A3 1 Introduction Placemaking Through the Lens of Experience Greater Southdale District | Design Experience Guidelines March 5, 2019 page 1 Places link our past to the future. Within every community there exists a context of memory and identity. That context is made up of the choices/ decisions of the past and is inseparable from the physical identity of place; how buildings and streets look, and what parks and open space feel like. These choices are integral to what a place will become. By describing the evolving Greater Southdale District through experience criteria shaped by the physical context, a framework emerges for how streets will be structured, the relationship of open space to buildings, and how together the designed environment will support the desired experience outcome. To expand this basic idea into contemporary design is to be both democratic and innovative. What it means to be democratic is to encourage everyone to contribute to the possibilities of a new experience within the notion that its comes from what is unique about living in Edina. To be innovative is to reach beyond current conditions to create an extraordinary place and experience. Placemaking is not an act of invention... it is the study of how a unique place in world works, in combination with bringing contemporary design into alignment with the existing characteristics. The tools created via a collaborative process of engagement with the Greater Southdale Area Work Group takes this approach to the planning of the overall district, with the intent of providing the community, civic leaders, developers and designers the inspiration to think about the possibilities of this place in new and enterprising ways. 1. Introduction Placemaking Through the Lens of Experience In the making of the Greater Southdale District we must: • Support the public realm • Create equity throughout • Respect the larger context • Express the collective nature of community • Attend to all street rooms equally • Represent the whole in all actions • Put the collective before individual expression • Act to support the next 200 years of the Edina community — Architecture Field Office, 2018 Greater Southdale District | Design Experience Guidelines March 5, 2019 page 2 2 The Vision Aspirations for the Greater Southdale District Greater Southdale District | Design Experience Guidelines March 5, 2019 page 3 Background and Context Collectively, for nearly four years, the Greater Southdale Area Work Group has focused on building upon our community’s history of innovation, engagement and community commitment to create a vision for the possibilities of the Greater Southdale District. This work has culminated in the Greater Southdale District Plan (adopted December 2018) and the Greater Southdale District Design Experience Guidelines. Change is inevitable within the district. In the past five years alone, over 1,500 new housing units have been constructed or are underway, along with myriad other commercial projects. This is a tremendous opportunity in time, and in the broader evolution of our community. We can transform the physical environment of the Greater Southdale District from a traditional car-oriented suburban commercial district with its sea of surface parking lots and ‘superblocks,’ into a vibrant place whose character is neither urban nor suburban, but blends the best characteristics of both to create a place that is uniquely of Edina. This new model will support all modes of transportation (cars, buses, bikes, scooters, and pedestrians) and serve future generations of Edina residents, employers, and visitors. It will complement, not compete with, the single family neighborhoods that have historically defined much of the community’s fabric. Within the broader 750+ acre Greater Southdale District, and the former Pentagon Park, there exist a remarkable variety of assets. This plan connects those assets with a new street grid that overlays a human scale and allows access via a variety of transportation options. The plan sets forth a strategy to bridge between adjacent single family neighborhoods and the more commercially focused areas of the district. And, it uses public realm infrastructure— including parks, plazas, green streets, woonerfs, and waterways that manage stormwater—as the connective tissue that gives the district its unique identity. Together, these attributes will set the stage for a remarkable daily experience for those who live, work and play within the Greater Southdale District. Aspirations for the Future Greater Southdale District The Greater Southdale Work Group summarized the overall districtwide vision and land use strategies as part of the District Plan. These aspirations, which follow, are at the foundation of design policy parameters and the overall experience we are striving to shape as the Greater Southdale Area evolves over the next 50 years. 1. Imagine Greater Southdale District evolution organized around human activity, with vibrant pedestrian-focused streets, beautiful parks and public spaces, and endearing and enduring buildings where: • A sense of invention is expected from new introductions, both public and private, that build on the district’s spirit of innovation. • Its role as regional and local center for living, shopping, working, learning, entertainment, hospitality, and medical services is enhanced. • Other Edina neighborhoods, near and distant, benefit from investment in the district and the evolution of each parcel. • Investment in the public realm is reflected by a commensurate investment as private parcels evolve. • Public and civic services accommodate a growing and diverse district and community population. • Transitions at the district’s edges recognize compatible use and scale and neighboring uses are perpetuated on their terms. 2. The Vision The Greater Southdale District Experience Greater Southdale District | Design Experience Guidelines March 5, 2019 page 4 2. Make the Greater Southdale District the model of healthy urban living where: • The district’s form encourages healthy living habits, particularly through walking. • The design of buildings and spaces, both public and private, attract the widest possible range of the district’s population. • Storm water is a valued resource by making it part of the experience of the district. • Emissions and pollutants are mitigated through the introduction of significant tree canopy and limiting idling vehicles on streets, creating a more inviting walking experience along the district’s streets. • Sustainable solutions result in a stock of healthy buildings that compel healthy activity for their occupants. • Public features mitigate impacts of non-local infrastructure, especially to contain the ill effects of adjacent highways. 3. Invent sustainable infrastructure matching the district’s sense of innovation where: • Mutually-supportive and forward-looking infrastructure is the norm, looking beyond baseline utilitarian functions of a single site to create a broadly supportive district infrastructure. • Infrastructure aligns with the creation of public space in the district, sharing space and resources that result in compelling, attractive and high-functioning civic spaces. • Care for and perpetuation of public infrastructure anticipates daily human activity in all seasons. 4. Create neighborhoods of activity within the broader mixed-use patterns of the district where: • Logical boundaries based on reasonable walking distances are established, with major streets as seams binding the activity of each side into an inviting and accessible public space. • Focal points of public activity are found within each neighborhood. • Key community services and facilities are present and help define the fabric of the District. • Core services are delivered within each neighborhood or in an adjacent neighborhood. • Neighborhoods are linked along street and park corridors highlighted by visible human activity. 5. Offer a spectrum of living opportunities integrated through the district where: • Housing orients to a variety of income levels and household types. • Ownership options constitute a significant portion of the living opportunities in the area. • “Missing Middle” living opportunities (duplexes, triplexes, side-by-side or stacked townhouses, rowhouses with multiple units, and small buildings with four to six apartments) allow a broader range of Edina residents, workforce members and others to consider relocating to the District. • Buildings for living strongly orient to the public spaces of each neighborhood within the District. 6. Expand significantly the number and extent of parks and public spaces where: • Opportunities for the introduction of another large signature public space complement the programming and activities available at Centennial Lakes. • An extension of the Promenade to Strachauer Park links neighbors and activity to the district. • New promenades on the East and West edges of the District create movement corridors for pedestrians and bicyclists and serve as vital places for a transition between neighborhoods and the District. • Parks and publicly accessible spaces are clearly visible and directly accessible from the public realm. • Spaces for visible human activity and occupation, either public or publicly accessible, occur on every block. Greater Southdale District | Design Experience Guidelines March 5, 2019 page 5 7. Encourage district evolution based on incremental change and the creation of a great pedestrian experience where: • A basic framework of streets and blocks encourages pedestrian activity and well-considered buildings. • A rich variety of public or publicly accessible spaces are woven into the experience of the district. • Sites and buildings support a pedestrian experience first, with storage of cars not a focus. • Development on each site links to adjacent streets and to neighboring sites to create continuous, safe, and inviting pedestrian experiences. 8. Build (or plan for) a street network encouraging pedestrian movement across and through the district where: • Walkable block lengths (200 feet) are the baseline framework for development. • Enhanced and more frequent street crossings facilitates pedestrian movement. • Wide landscaped boulevards encourage pedestrian activity and create a distinct district signature. • Community corridors within and extending well beyond the district enhance bicycle and pedestrian access while accommodating vehicle traffic on pedestrian terms. 9. Imagine transportation in the district where: • Cars are not the focus and streets accommodate more than vehicles. • Major streets balance access and mobility. • Some streets serve as community corridors, linking to other community destinations with features that allow for movement in addition to cars. • Transit is a baseline service, both within the district and to non-Edina locations. • Transportation recognizes trends, including autonomous vehicles and a time when parking structures aren’t needed for public parking 10. Expect the delivery of high quality, well-designed buildings and sites where: • Spaces on sites are considered for people first, including connections between sites; then the ways structures are placed; and then places to store cars are found. • Visible human activity is prominent and integrated at every site. • People are brought to the streets via major building entries oriented to major streets. • Storm water remains visible as an amenity, allowing it to become a central part of the experience of each site. 11. Frame development guidance for evolution where: • Development review includes the desired experience, not solely quantitative thresholds. • Accommodation of adjacent and near parcels are considered in the evolution of a single parcel. • Early reviews focus on ideas, patterns and relationships, not specific and engineered plans, with that part of the review process based in dialog, not presentation and reaction. • Demonstrations of quality and especially quality from a long-term perspective are baseline considerations. • Collaboration leads to a superior result, with the community’s expectations clearly framed as part of the deliberation. • Flexibility is not a right, but rather the natural by-product of a fair exchange for benefits, collaboration, and quality in development. Greater Southdale District | Design Experience Guidelines March 5, 2019 page 6 3 The Framework Building Blocks to Support the Vision Greater Southdale District | Design Experience Guidelines March 5, 2019 page 7 3. The Framework Building Blocks to Support the Vision THE 200’x200’ GRID There is an expectation of the street grid: it is democratic, it is uniform, it is connective. The uniform grid and the buildings that line the grid give the city its form. The space between buildings is used for access for pedestrians and vehicles; for entrance into both public and private buildings; and to provide light, air, and common green or social spaces. To break down the scale of the ‘superblocks’ that currently characterize the district’s overall land use framework, three distinct street grid patterns were considered, to inform what how the Greater Southdale District might transform into a more uniform and connected community. Small Portland blocks (200’ x 200’) were compared to the long blocks of New York City (200’x600’) and the larger square blocks of Minneapolis (350’ x350’). The Work Group focused on Portland as a model because of its walkability, and the scale of its buildings resulting from the 200 foot restriction on the length of building elevations fronting the public realm. Further studies analyzed land ownership patterns, size of property and generally how connections could made through the superblocks. It was concluded that the 200’ x200’ foot system was more adaptable to variety of site conditions supporting a more engaging public realm and opportunities for a better community experience. Considerations Width of street Sunlight in public spaces View corridors Building scale – height, length and footprint Transparency at street level Landscape, lighting and street furniture Streets and public realm paving Courtyards and pocket parks Cultural context – pride of place, historical framework Framework Vision: Block Organization Based on the Portland 200’ x 200’ square block layout This diagram overlays the general dimensions of the Portland block model on our primary test sites. Based on existing conditions, variations can occur in the nominal 200 by 200 square grid. N Greater Southdale District | Design Experience Guidelines March 5, 2019 page 8 c 180,000 200,000 180,000 200,000 Existing Sites: The criteria for buildings sites: Large parking area serving 1 story building Sites that are critical to the overall success of development in the district Important connections that would extend the public realm assets such as the Promenade Under utilized land that can be repurposed to serve the public realm goals of the district : Potential Building Sites This diagram illustrates those parcels within the Greater Southdale Area and adjacent Pentagon Park that are potential redevelopment opportunities. Criteria to measure the opportunity inherent in these sites include: • Sites that currently have large, dominating surface parking lots. • Sites that are critical to the overall success of development in the district. • Important connections that would extend existing public realm assets such as the Promenade. • Underutilized land that can be repurposed to serve the public realm goals of the district. NPARKLAWN AVE.76TH STREETMINNESOTA DR.GALLAGHER DR.72ND STREETHAZELTON RD.70TH STREET69TH STREET66TH STREET65TH STREETFRANCE AVE. YORK AVE. VALLEY VIEW RD. BARRIE RD. XERXES AVE. EDINBOROUGH WAY77TH STREET78TH STREET Greater Southdale District | Design Experience Guidelines March 5, 2019 page 9 Potential Building Sites The diagram at right illustrates how the basic principle of a 200’ x 200’ grid can be applied nominally on potential redevelopment sites throughout the district without consideration of property line. It is recognized that land ownership will influence the ultimate form of the grid. Other considerations influencing block pattern: • Building scale • Public realm connections • Connections through blocks • Pedestrian-oriented street intersections The Space Between Buildings As a result of the 200’ x 200’ block pattern, the space between buildings becomes an important asset in shaping the overall sense of landscape and continuity of public realm throughout the district. Because the superblocks have primary responsibility for serving the vehicular traffic needs of the district, access to the smaller blocks for drop-off, service and parking can be planned to stay at the perimeter of a block, allowing for the spaces between the remaining block to be used for a network of green spaces that support the health and wellbeing of the community. c 180,000 200,000 180,000 200,000 v The Space between Buildings: As a result of the 200x200 foot block pattern is the space between building that becomes an important asset to the overall sense of landscape throughout the district. Because the super blocks have primary responsibility for the larger traffic needs of the district, access to the smaller blocks for drop off, service and parking can be planned to stay at the perimeter allowing the spaces between the remaining block to used for pocket parks, gardens, play areas and many other activities that support the health and well being of the community. The “space between” Buildings –as places and connections to larger community pathways ParksPocket parksRecreationPlay areasGardensStorm water managementWet landsWater ways : Opportunities for the “Space Between” buildings to become places and connections to larger community pathways: • Parks • Pocket Parks • Recreation • Play Areas • Gardens • Stormwater Management • Wetlands • Waterways c 180,000 200,000 180,000 200,000 v Block Pattern: The basic principal of a 200’X200’ grid was applied nominally throughout the district without consideration of property line. It is recognized that land owner ship will influence the ultimate form of the grid. Considerations: building scale public realm connections through block connections Pedestrian oriented street intersections (see intersection diagram) : N N Greater Southdale District | Design Experience Guidelines March 5, 2019 page 10 STREET ROOMS AND SEAMS With changes in the way people are living in cities and suburban environments, it is important to seek new ways in which our communities can be experienced without sacrificing the spatial and architectural values of existing neighborhoods. Defining the way in which transitions are seen and developed, and the way each street can have a different character, use and form, puts the emphasis on the public qualities of the public realm rather than on the buildings themselves. In this way buildings can develop based on highest and best use without compromising characteristics of existing community life. Respect of context can bring about a degree of commonality where every building is not required to mirror its context but rather, support a connected and meaningful community experience. The intention in the design visioning process for the Greater Southdale District was to create a new paradigm for suburban mixed use districts, in which individual buildings respect their context and each other. The ensembles created as part of this process are Street Rooms. In this approach, the geometry of the city plays an important part in the definition of the street room, by width of street, length of block, solar orientation and axis as it relates to other grids defining other public rooms of the city like courtyard, plazas and parks. The real identity of the city is closely related to how the city is seen up close, making it possible to understand the true character of a place. It is these up close characteristics that make a city unique. This holistic approach depends on an attitude of relational subjectivity in articulating the components of each street room. This means that each wall of a building is studied as a part of the street that it faces and in conjunction with the building directly across the street. Scale, color, material and construction details are considerations in the whole composition of the street room—allowing the street to communicate a sense of place and completeness. A district full of street rooms promotes activity and social discourse while signifying the possibility of new functions. The street room is a source of sense of community even when it is not in use, thereby stabilizing the overall fabric of the public realm. Street Rooms within the Greater Southdale District Throughout the Greater Southdale District, the public realm is defined by a series of street rooms. These rooms are further defined by edges, referred to as the “seam” between the volume of the street and the form of the building—which together, create the experience at a pedestrian scale. Seams dictate the basic height of the defining street room wall (i.e. the building podium) but not necessarily the rest of the building form, allowing buildings to respond to their context on all four sides of the building and creating a form that is appropriate for each street room surrounding it. This creates variety throughout the district, and supports the notion that there are transitions between characteristics of neighborhoods that are different in scale, program and building type. As an example, transitions from single family houses to 36-foot-tall or 60-foot-tall buildings will not have the same criteria as transitions from a podium base to taller structures sitting on the podium. Greater Southdale District | Design Experience Guidelines March 5, 2019 page 11 The following considerations all factor into the development of public realm and street rooms. These ideas should be utilized and considered by decision-making bodies when reviewing proposed development projects. • Transparency of building walls in the public realm can be both private and public. When the ground plane is connected along and through the building wall, it creates a link to experience the richness of activities in the public realm • Buildings could be sited perpendicular to streets, allowing vistas and pathways through the new street grid. • Buildings can create a very consistent form and a clear sense of place within the public realm. Each building is part of the next – both internally and externally. Regardless of building age, the continuity of scale, rhythm and materials of each building that lines the street creates a sense of room. • Continuity of building material quality is contained within each stone, brick, window pattern and cornice to define the edges of the public realm and the street room • Continuity of architectural language in the edges of shapes and rhythm of openings define a street room into horizontal and vertical forms that frame the experience of being in room – whether interior or exterior. The architectural language of the street should not be replicated but rather understood and transformed in each new building within the context of its particular location within the Greater Southdale District. • Buildings frame the public rooms of the district (parks, pocket parks, playgrounds, etc.) and should represent the scale required to meet the needs of the community. Moving through these spaces, one should easily see choices for other desired destinations. • Good street rooms provoke a culture’s spatial imagination, social discourse and creative energy. The street typologies and corresponding guidelines on building form define experience and spatial form that connects the district together. • The structure of the street rooms is organized to support residents, defining a particular place within a neighborhood and the overall district. The memory of experiences in each of these rooms provides the experience of sense of place and connects to other places within the Greater Southdale District. • Walking is a shared experience. An engaging walk can be short, long, slow, quick, or meandering – in weather that is wet, calm, windy, sunny, bright, cold, hot, or snowing – in places that appear open, closed, low, tall, long, narrow, wide or expansive. The experience of walking through the street rooms must be full of events connecting to a broader set of experiences. • The materials of the walls that make up the street room define the characteristics of the public realm. A certain part of this will depend on the age of the street, the program of the building and the design style in which they were constructed. All of these factors, in whatever form, are read and experienced in different ways and need to be delineated clearly. Greater Southdale District | Design Experience Guidelines March 5, 2019 page 12 4 The Guidance Shaping the Greater Southdale District Experience Greater Southdale District | Design Experience Guidelines March 5, 2019 page 13 4. The Guidance Shaping the Greater Southdale District Experience Overlaying a new street network and street grid is a fundamental strategy in breaking down the scale of the existing massive ‘superblocks’ within the Greater Southdale District and improving the public realm experience. All new development should begin with the premise of the 200-foot-square block as the measure by which a building footprint is determined. The space between buildings are streets—which could be for cars, bikes, pedestrians only, or transformed into parks and open space. By connecting the design of streets with the concept of street rooms, the district will transform to one that is human-scaled, comfortable, green, and flexible for change and evolution over the next 50 years. While each street room and neighborhood will provide a distinctive experience, there are certain characteristics that are common to streets throughout the Greater Southdale District, helping to creating a holistic experience for pedestrians and bicyclists, transit-riders, and drivers alike. Buildings lining the public realm/street room will incorporate a mix of uses, including housing, workplace/office, cultural, community, and commercial/retail space— setting the stage for a rich variety of experiences. The overall public realm experience within the Greater Southdale District is supported by: • Consistent building setbacks that create the opportunity for an expansive public realm within the district and sub-district. • More frequent intersections to promote pedestrian connections within the district and to neighboring districts. • Distinctive sidewalks that support the pedestrian experience, separate and dedicated bikeways, and appropriate number lanes of vehicular traffic. • Wide sidewalks with places for gathering, play areas, gardens, outdoor cafes, etc. • Publicly-accessible pocket parks and courtyards along the street and sidewalk extend the public realm of the sidewalk in between buildings. • Separate and dedicated bikeways, and an appropriate number of lanes of vehicular traffic. • Integrated signage and lighting systems that offer safety, interest and diversity to the pedestrian. • Consistent signage that reflects sub-district identity to promote wayfinding within the larger Southdale District, identifying characteristics of the street and public amenities. • Pedestrian and vehicular paving (permeable) that is unique to a sub-districts streets and sidewalks. • Trees that vary in species, installed in rows or clumps, and spaced to create visual interest and promote a range of experiences such as shaded groves with benches, or a sun-dappled outdoor cafe, along the street. • Pedestrian, bicycle and vehicular access routes through larger blocks. • Safe, comfortable places where people can stop, view, socialize and rest. These may incorporate “landing zones” for ride sharing services such as Uber and Lyft — particularly near primary gathering places and public rooms along the Promenade, connector streets and future East and West Promenades. These places of respite should not conflict with other sidewalk uses. • Different, and defined, zones on all sidewalk: building frontage zone, street furniture zone, movement zone, and the curb. Cafes and outdoor seating can be located in the building frontage zone, extending the activity of a building to include the sidewalk. Greater Southdale District | Design Experience Guidelines March 5, 2019 page 14 • Transit stops that are designed to provide districtwide continuity, reinforcing the qualities of the Greater Southdale District. • Integrated plantings, water features and/or art to enhance public open space. • Stormwater that is daylighted and used as a water feature or amenity, integrated into the overall experience of the street and the district. • Street parking provided at the curb to support a mix of activities for both residential and commercial activities. • Varied landscaping and street trees that create a canopy over the street. Consider the changing climate when selecting plant species with the understanding that indigenous plant materials may not always be the most appropriate choice. • Building equipment, mechanical exhaust systems and/or service areas concealed in a manner that does not detract from the pedestrian environment. • The public realm is for both summer and winter conditions and as such must be planned to be easily maintained in all conditions. Building owners and city stakeholders should plan for maintenance, operations and upkeep within the public realm. This includes prompt and thorough snow removal on every reach of the sidewalks, care and feeding of trees, landscape and decorative planters (which should be changed on a seasonal basis). Greater Southdale District | Design Experience Guidelines March 5, 2019 page 15 PRIMARY COMPONENTS OF THE PUBLIC REALM EXPERIENCE The following guidance is provided to assist the community, civic leaders, designers and developers in understanding the vision and baseline parameters related to both building and public realm within the Greater Southdale District. Connections • The overall strategy is to connect intersections, incorporate street typologies, and incorporate green systems to add value to the experience of the district. • The public realm is to be connected continuously north-south from Centennial Lakes, the Promenade, the Galleria, Southdale Center, Fairview Southdale, to Strachauer Park. All new development shall support that goal. • The public realm should be connected east-west from Edinborough Park to Centennial Lakes, west of France to Pentagon Park and Fred Richards Park to Highway 100 on the west. This will set up future connections to districts to the west—such as 70th and Cahill—supporting an overall vision of a more connected and integrated Edina community. • The district must be connected continuously east-west from the Cornelia neighborhood to Yorktown Park. • New north-south promenades should be created on the west side of France and east side of Xerxes as part of the broader strategy to sensitively transition to single family residential neighborhoods. • Expand Centennial Lakes Park to France Avenue… celebrate this important public amenity by making it more visible as a gateway into the district. • Create a dynamic landscape that includes water, especially stormwater expressed as part of landscape, to create public amenity spaces. • Streets within the superblocks, East and West Promenades, and extension of the Promenade north to Strachauer Park should be surfaced with pavers to promote a dominance of pedestrians and bikes over vehicles. • New parks and plazas shall be either public or publicly-accessible, not private, in nature. • Increase number of sidewalks, pathways, and smaller parks/gardens to better address mobility. Incorporate places to sit throughout the district. • New trees should provide continuity of the street room experience with canopies that are consistent with the Street Room Typology to enhance the continuity of pedestrian experience. Intersections • Street Room Typologies overlay each other, unifying the overall district experience through the recognition of unique conditions that evoke unique design responses based upon location. • Street Room Typologies connect intersections throughout the district, linking experiences together from one neighborhood to the next. • Street Room Typologies with lower façade heights take president over those with higher façade heights at these points of intersection. • The architecture of a façade of one block making up an intersection should be conceived as part of all corners of the intersection. • Crosswalks at intersections need to be an integral part of the public realm and continue the overall street room experience from one block to another. • The hierarchy of intersections will change based on an evolving context and investment in the intersection experience. Greater Southdale District | Design Experience Guidelines March 5, 2019 page 16 Street Room Form • Building setbacks are to be considered as a part of the overall landscape and public amenities, and should be designed to create a continuous pedestrian experience along major corridors to support “pools of human activity.” • Every new development should connect all publicly-accessible spaces such as pocket parks, courtyards and plazas to the street room typology. • Along all major corridors, seventy five percent (75%) of face of building walls need to be at the setback line to support the creation of a ‘street room.’ • All new building façades in the district must have seventy five percent (75%) transparency at the ground level. • All building façades are prime (including parking) and must be designed accordingly. There is no back side of a building. • All facades on the first vertical 60 feet of a building (above grade) shall use natural materials facing the public realm. • Above 50-60 feet, glass, precast panels with brick/tile are the preferred material palette. Metal panel can be used as a secondary part of a wall system. • No building façade can be longer than 200’ without changing direction by a minimum of 90 degrees. Building Form • Ground floors should have a minimum ceiling height of 20’ for flexibility. This floor-to-floor height will allow the space to accommodate commercial, two floors of parking, or two-story townhouses. • Above-grade parking structures should be designed with flat floorplates to allow for future conversion and lined with programmable public realm space to minimize the visual impact of car storage. • Within 50-60 feet of the ground, it is preferred that rooftops be programmed to accommodate residential or public user activities (e.g. a restaurant or terrace). • Rooftops facing the Promenades must be functional and programmed to provide interest and variety along these important pedestrian spines. • All development services, including rooftop mechanical systems, should be located within buildings and should not be visible from the public realm, or semi-private and private areas of the development. The exception are rooftop-mounted solar panels, which should be located on the highest point of the buildings. • Building footprints above 60 feet should be no greater than 12,000 SF for residential use and 24,000 SF for commercial space. • Design buildings for flexibility and adaptability in the future, including use of structural systems that will allow a building’s function to fundamentally change. Greater Southdale District | Design Experience Guidelines March 5, 2019 page 17 TRANSITION AND CONNECTIONS Within the Greater Southdale District, a new network of streets will provide both commercial and resident access to new mixed- use buildings along France and York Avenues, keeping traffic out of the adjacent single family neighborhoods. These new streets offer the opportunity for new development to more gradually transition from the scale of the existing single family neighborhoods and the commercial heart of the Southdale District. New development within transition zones is expected to balance scale and building use between these single family neighborhoods and the higher density, more commercially focused Greater Southdale District. West and East Promenades The character of the West and East Promenades, new north-south streets that run to the west of France Avenue and the east of York Avenue, to are envisioned as woonerfs—shared streets for pedestrians, bicycles and vehicles. This typology creates opportunities for multiple access to buildings for both below grade parking and service, as well as temporary/short-term parking for retail and building drop offs. Within the woonerf concept, pedestrians have priority over cars, and as a shared street, cars are forced to slow down and travel with caution. Because of their organization, these streets also can support a variety of uses, with building types catered to residential uses such as townhomes, with considerations for retail space that support less intensive commercial needs of adjacent neighborhoods. The sense of scale by way of width of street to height of building is maintained by creating a street form that is no less than 60 feet high at its edges, with developments potentially increasing in height as buildings reach the edge of the boulevards, and descending in height as they move to the single family neighborhoods, providing an edge to the east and west transition zones. Primary East-West Streets East-west streets through the Greater Southdale District connect existing single family neighborhoods to the heart of the district. The design of these streets is intended to respect the neighborhood scale and context in a meaningful way, with an ample tree canopy, extensive setbacks and consistently-scaled buildings at the face of the public realm. By employing these characteristics, the landscape experience serves as a bridge, knitting together the single family residential neighborhoods and the greater intensity of the district. Transition Zones 1A West Promenade 1B West Promenade (South) 1C East Promenade 2 Cornelia Overlay 3 New Local Streets 4 Primary East-West Streets 5 Boulevards 6Central Promenade Spine 66TH STREETVALLEY VIEW RD.66TH STREET69TH STREET70TH STREETHAZELTON RD.GALLAGHER DRPARKLAWN AVE76TH STREET77TH STREETMINNESOTA DR72ND STREETEDINBOROUGH WAY YORK AVENUE FRANCE AVENUE XERXES AVENUE BARRIE RD78TH STREETN Greater Southdale District | Design Experience Guidelines March 5, 2019 page 18 STREET ROOM TYPOLOGIES A hierarchy of streets and pathways within the district is the framework for public realm development and related building form. Each street across the district has a role in how it serves pedestrians, bicycles and vehicles in connecting sub-districts, adjacent single family neighborhoods, and the overall Greater Southdale District and creating a unified sense of place. It is the intent that street typologies define the public realm experience: the space between buildings, dimensions of building setbacks from the street, heights of facades at the building face at the street and building step backs, where the façade of the building steps back from the volume of the street room. Street Room Typology 1: Promenades and Transition Zones Promenades are new woonerf-type streets on the west side of France Avenue and on the east side of York Avenue. Within this typology, there are several different variations for new building development in these important transition zones, responding to and respecting the context of adjacent single family neighborhoods. Street Room Typology 2: Cornelia Overlay Zone With the understanding that there is special sensitivity related to new building development near the Cornelia neighborhood, this is a special zone governing the design of the public realm/street room on the east side of France Avenue between the north side of 69th Street and Gallagher Drive. Buildings within this zone will be expected to maintain the east side of the France Avenue street room, but will be of a lower overall scale than new Transition Zones 1A West Promenade 1B West Promenade (South) 1C East Promenade 2 Cornelia Overlay 3 New Local Streets 4 Primary East-West Streets 5 Boulevards 6 Central Promenade Spine 66TH STREETVALLEY VIEW RD.66TH STREET69TH STREET70TH STREETHAZELTON RD.GALLAGHER DRPARKLAWN AVE76TH STREET77TH STREETMINNESOTA DR72ND STREETEDINBOROUGH WAY YORK AVENUE FRANCE AVENUE XERXES AVENUE BARRIE RD78TH STREETN Greater Southdale District | Design Experience Guidelines March 5, 2019 page 19 buildings at the north or south ends of France. Street Room Typology 3: New Local Streets These are new 60’ wide streets internal to existing superblocks. These streets will be constructed as new buildings are added to the district, and will help create the new network of streets and pedestrian pathways throughout the Greater Southdale District. Some of these spaces between buildings may become parks or plazas, extending the public realm. Others will become primary vehicular access for drop off and pick up, as well as access to parking and primary building services. Street Room Typology 4: Primary East-West Streets The existing 69th Street, 70th Street, Hazelton Road, Parklawn Avenue and West 76th Street are important connections through the district from east to west. This typology is intended to respect the neighborhood scale and context in a meaningful way, with an ample tree canopy, extensive setbacks and lower scale buildings at the face of the public realm. By employing these characteristics, the landscape experience of the single family residential neighborhoods is extended through the Greater Southdale District. Street Room Typology 5: The Boulevards France Avenue, York Avenue, West 66th Street and West 77th Street are the district’s gateway streets. They carry the highest traffic volumes and are intended to have higher transit volumes than any other streets within the district. These streets will have the greatest impact in conveying the overall identity of the district: a consistent 50 foot setback with a double row of trees will extend the length of these streets, while consistency in building heights along the street edge will form the edge of the street room—bridging between the lower intensity and transitional areas and the higher intensity zones within the Greater Southdale District. Street Room Typology 6: Central Spine The Central Spine comprises the existing Promenade, its potential expansion northward, and future connections to the west to Fred Richards Park. This important pedestrian network is an attractive destination for both residents and visitors alike. New development along the spine must respond to and respect this important public amenity. Greater Southdale District | Design Experience Guidelines March 5, 2019 page 20 The sub-district to the west side of France between 69th and Parklawn is a unique transition zone within the Greater Southdale District. Any proposed developments within this zone should be approached with special sensitivity. This means that the street experience within that zone should be perceived as connected to the Cornelia neighborhood through landscaping and trees, and buildings that gradually transition in both height and function and use between lower intensity neighborhoods to the more commercially-focused district on the east side of France Avenue. The West Promenade, a new north-south pedestrian, bike and vehicle street/woonerf that accommodates service access, is envisioned between France Avenue and the Cornelia neighborhood. This new shared street is intended to provide service access to new developments along France (keeping vehicular traffic out of single family neighborhoods), and providing a new framework to support the transition from townhouses and lower-scale residential buildings on the west side of the West Promenade, to slightly taller buildings on the east side of the West Promenade. Street Room Typology 1A West Promenade / Transition to Cornelia Neighborhood Transition Zones 1A West Promenade 1B West Promenade (South) 1C East Promenade 2 Cornelia Overlay 3 New Local Streets 4 Primary East-West Streets 5 Boulevards 6Central Promenade Spine NPARKLAWN AVE.76TH STREETMINNESOTA DR.GALLAGHER DR.72ND STREETHAZELTON RD.70TH STREET69TH STREET66TH STREET65TH STREETFRANCE AVE. YORK AVE. VALLEY VIEW RD. BARRIE RD. XERXES AVE. EDINBOROUGH WAY77TH STREET78TH STREET Greater Southdale District | Design Experience Guidelines March 5, 2019 page 21 Dimensional Characteristics of Street Room Typology 1A West Promenade / Transition to Cornelia Neighborhood As illustrated in the section above, within this transition zone, building heights will step up incrementally, from those that are adjacent to single family homes to those that are facing France Avenue to provide a more gradual transition from the residential neighborhood to the more commercially-oriented Southdale District. The street room experience within Typology 1A will be shaped by the following experience guidelines: • New buildings that are adjacent to single family residential properties, on the west side of the West Promenade, should not exceed 36 feet in height. Townhomes are the preferred residential typology in this area of the transition zone. • All ground level space east of the West Promenade should have 20-foot floor-to-floor height. This dimension allows for flexibility to accommodate one level of retail space along the street, or two-story townhomes facing the West Promenade. • All parking, other than short-term retail or guest parking, and building services need to be located below grade or hidden within the building. If on ground level or above, parking and/or building services must be surrounded on all sides by program space such as commercial or housing. • On the east side of the West Promenade, building faces should not exceed 50’ in height. Any height above that limit should step back 20 feet from the facade of the building. • On France Avenue, a 50 foot setback is required from curb to face of building with a maximum building height of 60 feet. • On individual developments, should the City choose to permit height above the 60-foot height limit, it is recommended that additional height above 60 feet step back from the face of the building by a minimum of 10 feet in depth and 12 feet in height. Street Typologies West Promenade Transition to the Cornelia Neighborhood A “Woonerf” reallocates the public right-of-way to create a place for people and plantings while accommodating slow-moving vehicles. The street is elevated so it is flush with the sidewalk, allowing for a continuous walking surface. When the street is closed for public events such as a festival, the area becomes a public plaza. The proposed building setbacks and building step-backs are intended to create a gradual transition in use and scale from the existing Cornelia Neighborhood on the west to France Avenue to the east. Between a transitional Street “Woonerf” is used as both a collector for neighborhood needs and a barrier against additional vehicular traffic flowing into the neighborhood. This street-park hybrid is considered as public open space and needs to be programmed. With a perpetual festival permit in place, the street becomes a venue for community events such as salsa dancing, a wine crush or a pop-up playground. Within the district it is the intention to define a series of street rooms each having their own characteristics and connections to the existing neighborhoods and other parts of the district to enhance the experience of the pedestrian creating both a sense of place and safe environment to be in. The West Promenade is intended to be a pedestrian and bicycle collector between the existing residential neighborhood. A1 Traffic Lanes 50 Foot Setback France Avenue 50 Feet West Promenade “Woonerf” (60’ wide Street) Single Family ResidenceTownhouses 36 Feet maximum 20 Foot Step Back Mixed Use Buildings 60 Feet Maximum Neighborhood Street 15 Foot Front Yard Setback60 Feet Maximum Greater Southdale District | Design Experience Guidelines March 5, 2019 page 22 Street Room Typology 1B West Promenade Between Parklawn and Minnesota Drive South of the zone designated as Street Room Typology 1A (where the Cornelia transition area immediately abuts single family neighborhoods), the Street Room experience shifts to respond to its changing context. It becomes one that is more commercial in nature and in concert with the expected higher intensity in the southwest quadrant the Greater Southdale District. As the West Promenade extends south into Typology 1B, it continues to serve pedestrian, vehicular and service access. Uniform building heights on each side of the West Promenade are intended to support the transition from existing multi-family housing to taller buildings at the south end of France Avenue near the gateway from 494. Transition Zones 1A West Promenade 1B West Promenade (South) 1C East Promenade 2 Cornelia Overlay 3 New Local Streets 4 Primary East-West Streets 5 Boulevards 6Central Promenade Spine NPARKLAWN AVE.76TH STREETMINNESOTA DR.GALLAGHER DR.72ND STREETHAZELTON RD.70TH STREET69TH STREET66TH STREET65TH STREETFRANCE AVE. YORK AVE. VALLEY VIEW RD. BARRIE RD. XERXES AVE. EDINBOROUGH WAY77TH STREET78TH STREET Greater Southdale District | Design Experience Guidelines March 5, 2019 page 23 Dimensional Characteristics of Street Room Typology 1B West Side of France Between Parklawn and Minnesota Drive Within this zone, existing buildings are more commercial in nature and do not immediately abut single family neighborhoods. This unique condition lends itself to new development along the West Promenade that is still lower in scale, without the preference for townhomes or smaller scale buildings along one edge, as in Typology 1A. The street room experience within Typology 1B will be shaped by the following experience guidelines: • Building faces at the West Promenade within Typology 1B shall not exceed 50 feet in height. Any height above that limit should step back 20 feet from the facade of the building. • All street level space shall be 20 feet, floor-to-floor in height. This dimension allows for flexibility for retail space (on France) and two-story townhomes facing the West Promenade. • All parking, other than short-term retail or guest parking, and building services need to be located below grade or hidden within the building. If on ground level or above, parking and/or building services must be surrounded on all sides by program space such as commercial or housing. • Building faces on the east side of the West Promenade are intended to provide continuity in scale and experience from Street Room Typology 1A and from one side of the street to another. West Promenade“Woonerf”(60’ wide Street) 20 Foot Step Back 50 Feet 20 Foot Step Back Street TypologiesWest Promenade A2 A “Woonerf” reallocates the public right-of-way to create a place for people and plantings while accommodating slow- moving vehicles. The street is elevated so it is flush with the sidewalk, allowing for a continuous walking surface. When the street is closed for public events such as a festival, the area becomes a public plaza. This street-park hybrid is considered as public open space and needs to be programmed. With a perpetual festival permit in place, the street becomes a venue for community events such as salsa dancing, a wine crush or a pop-up playground. 60 Feet 105 Feet 20 Foot Step Back 2 Foot Step Back Traffic Lanes 50 Foot Setback France Avenue 60 FeetMaximum Greater Southdale District | Design Experience Guidelines March 5, 2019 page 24 Street Room Typology 1C East Promenade and Xerxes Avenue: Transition to Richfield Similar to the transition strategy on the west side of France Avenue, on the east side of the district, the existing Xerxes Avenue South is recast as the East Promenade to transition between the single family Richfield neighborhood to the east and the more commercially focused Greater Southdale District on the west. The general character of Xerxes is single family housing on the Richfield side and multi-family residential backed up to commercial on York Avenue. The intent of this typology is to have townhouses along the street, set back to a taller building above, creating an scale appropriate to the existing character of the street. Xerxes is bisected by Yorktown Park and Adams Hill Park, near the Southdale YMCA. When Xerxes transitions through Yorktown Park and Adams Hill Park, the street becomes more woonerf-like, without vehicular traffic. This street-park hybrid is considered as public open space and needs to be programmed. This typology extends along the north end of Xerxes between 65th and Highway 62 without the woonerf designation. Transition Zones 1A West Promenade 1B West Promenade (South) 1C East Promenade 2 Cornelia Overlay 3 New Local Streets 4 Primary East-West Streets 5 Boulevards 6Central Promenade Spine NPARKLAWN AVE.76TH STREETMINNESOTA DR.GALLAGHER DR.72ND STREETHAZELTON RD.70TH STREET69TH STREET66TH STREET65TH STREETFRANCE AVE. YORK AVE. VALLEY VIEW RD. BARRIE RD. XERXES AVE. EDINBOROUGH WAY77TH STREET78TH STREET Greater Southdale District | Design Experience Guidelines March 5, 2019 page 25 The street room experience within Typology 1C will be shaped by the following experience guidelines: • On both Xerxes Avenue north of 65th and on the East Promenade, a 15-foot “front yard” setback is required from curb to face of building. • Building faces at the East Promenade across the street from single-family homes shall not exceed 36 feet in height. Height above that limit shall step back 20 feet from the facade of the building, and shall not exceed 60 feet in height. Any further height shall step back an additional 20 feet, to a maximum height of 84 feet. • All parking, other than short-term retail or guest parking, and building services need to be located below grade or hidden within the building. If on ground level or above, parking and/or building services must be surrounded on all sides by program space such as commercial or housing. • See Street Room Typology 5 for description of dimensional characteristics of new development facing York Avenue. Dimensional Characteristics of Street Room Typology 1C East Promenade and Xerxes Avenue: Transition to Richfield Street TypologiesEast Promenade Transition to the Richfield Neighborhood The East Promenade Transition on Xerxes Avenue South is between the Richfield neighborhood to the east and the Southdale District on the west. The character of the street is bisected buy Adams Place Park that is east York Avenue and the Southdale YMCA. The general character of the Xerxes is single family housing on the Richfield side and multi-family residential backed up to commercial on York Avenue. The intent of the building step back with townhouses transition to taller building creating an scale appropriate to the existing character of the street. When Xerxes transitions to Adams Place Park the character of the street becomes more Woonerf like in without vehicular traffic. This street-park hybrid is considered as public open space and needs to be programmed. With a perpetual festival permit in place, the street becomes a venue for community events such as salsa dancing, a wine crush or a pop-up playground. A3 50’ height limit East Promenade Existing Neighborhood Street Single Family Residence 36 Feet 60 Feet 20 Foot Step Back 20 Foot Step Back 15 Foot Front Yard Setback 84 Feet Greater Southdale District | Design Experience Guidelines March 5, 2019 page 26 Street Room Typology 2 Cornelia Overlay at France Avenue As a reflection of the scale of buildings east of the West Promenade in Street Room Typology 1A, Typology 2 extends the scale of this potential new development to the east side of France Avenue from Gallagher Drive to south of 68th Street. This strategy is intended to frame the street room experience along this corridor with similarly scaled buildings that are respectful of the nearby single family neighborhoods. The goal is to establish this zone along France as a more commercially-focused corridor (rather than residential) while employing similar height buildings as on the west side of France within the Cornelia transition zone. Transition Zones 1A West Promenade 1B West Promenade (South) 1C East Promenade 2 Cornelia Overlay 3 New Local Streets 4 Primary East-West Streets 5 Boulevards 6Central Promenade Spine NPARKLAWN AVE.76TH STREETMINNESOTA DR.GALLAGHER DR.72ND STREETHAZELTON RD.70TH STREET69TH STREET66TH STREET65TH STREETFRANCE AVE. YORK AVE. VALLEY VIEW RD. BARRIE RD. XERXES AVE. EDINBOROUGH WAY77TH STREET78TH STREET Greater Southdale District | Design Experience Guidelines March 5, 2019 page 27 The street room experience within Typology 2 will be shaped by the following experience guidelines: • On France Avenue, a 50-foot setback is required from curb to face of building with a building podium height of 60 feet. Above the 60-foot height limit, additional height should step back 10 feet from the face of the building, to a maximum height of 84 feet. • All parking, other than short-term retail or guest parking, and building services need to be located below grade or hidden within the building. If on ground level or above, parking and/or building services must be surrounded on all sides by program space such as commercial or housing. Dimensional Characteristics of Street Room Typology 2 Cornelia Overlay at France Avenue 84 Feet France Avenue 60 Feet Traffic Lanes50 Foot Setback 10 Foot Step Back Greater Southdale District | Design Experience Guidelines March 5, 2019 page 28 Street Room Typology 3 New Local Streets These new local streets, created as part of the strategy of breaking down the scale of the existing superblocks, will augment the current street network, providing new circulation options that can connect residents and visitors across the district, and support community life. Creating internal pedestrian walkways, with accommodation for bicycles and potentially cars, combined with existing public and private infrastructure, supports connections within and outside the block. The width of these new local streets, and the corresponding building form is based on the nature of the uses within the larger superblock structure. Streets can be lined with a mix of uses, including residential, commercial, or retail. They contain shady places to walk the dog or sit and have a coffee connecting to neighborhood parks, places of worship, and schools. Unique to the Greater Southdale District, some of these local streets may become linear parks between buildings, with vehicular access limited only to emergency responders. Transition Zones 1A West Promenade 1B West Promenade (South) 1C East Promenade 2 Cornelia Overlay 3 New Local Streets 4 Primary East-West Streets 5 Boulevards 6Central Promenade Spine NPARKLAWN AVE.76TH STREETMINNESOTA DR.GALLAGHER DR.72ND STREETHAZELTON RD.70TH STREET69TH STREET66TH STREET65TH STREETFRANCE AVE. YORK AVE. VALLEY VIEW RD. BARRIE RD. XERXES AVE. EDINBOROUGH WAY77TH STREET78TH STREET Greater Southdale District | Design Experience Guidelines March 5, 2019 page 29 Street Typologies60’ Wide Connector Street Typical 60’ Wide Local Street (within super-blocks) 105 Feet 20 Foot Step Back 60 Feet 2 Foot Step Back 2 Way Traffic Plus Parking 12’ Sidewalk 12’ Sidewalk It is recommended that buildings above 60 feet step back a minimum of 20 feet when there is an opposing building at the street edge Podium Heights can vary The intent is to create a street that provides a access from roads that are bordered by France and York and are connected by east /west streets such as ParklawnAve, ParklawnCourt, Hazelton Road, W 70th, W 69th, W 65th. Internal street within the supper block provide interconnections between supper block connecting residents across the district north and south supporting potential for community space. By creating pedestrians walkways with existing public and private infrastructure thereby supporting connections within and outside the block. The street width is based on the nature of the uses within the larger super block structure. They can be lined with a mix of uses, including residential and retailwhile providing connectivity within a neighborhood. They contain shady places to walk the dog or sit and have a coffee connecting to neighborhood parks, places of worship, and schools. Unique to the Greater Southdale District, many of the Connector Streets may become entirely devoted to landscaping. B The street room experience within Typology 3 will be shaped by the following experience guidelines: • New local streets should be 60 feet in width. Those streets which carry vehicular traffic should comprise two traffic lanes with two lanes of parking or pick-up/drop-off. Sidewalks should be located on each side of these vehicular streets as illustrated in the diagram above. • Minimizing vehicular access to provide drop off, service and parking can be planned to share the vehicular needs of blocks allowing the remaining spaces between the remaining blocks to be used in a variety of ways for the benefit of the community. This “space between” buildings can be transformed into pocket parks, gardens, play areas, plazas, wetlands, and many other activities that support the health and wellbeing of the community. • Building podium heights can vary, from 36 feet up to 60 feet. • Above the 60 foot height limit, the long sides of a rectangular or “L” shaped building need to step back 20 feet from the street room facade (as illustrated in the building at left in the diagram above), and the narrow ends need to step back 2 feet from the street room facade (building at right in diagram above). This minimizes the impact of the taller building form on sunlight at the street, and provides a lower-scale building at the street, resulting in a more cohesive and comfortable pedestrian experience. The footprint on taller residential buildings should not exceed 12,000 SF, while taller commercial buildings are permitted larger footprints of up to 24,000 SF for efficient space utilization. • All parking, other than short-term retail or guest parking, and building services need to be located below grade or hidden within the building. If on ground level or above, parking and/or building services must be surrounded on all sides by program space such as commercial or housing. Vehicular access to the buildings should be as close as possible to primary superblock streets (e.g. Typology 4 or 5). Dimensional Characteristics of Street Room Typology 3 New Local Streets Greater Southdale District | Design Experience Guidelines March 5, 2019 page 30 Street Room Typology 4 Primary East-West Streets These streets, including 69th Street, 70th Street, Hazelton Road, Parklawn Avenue, and West 76th Street, serve an important role within the district. These are unique streets in that they form the district’s superblocks with France and York Avenues, keeping traffic out of adjacent single family neighborhoods while connecting to the neighborhoods through the 30 foot setbacks that are landscaped to provide a pedestrian focused experience. This typology is intended to respect the neighborhood scale and context in a meaningful way, with an ample tree canopy, extensive setbacks and consistently-scaled buildings at the face of the public realm. By employing these characteristics, the landscape experience of the single family residential neighborhoods is extended through the Greater Southdale District. Street Room Typology 4 consists of streets that are between 110 and 125 feet wide, with two lanes of traffic in each direction, a center median and no parking. Several of these existing streets feature roundabouts. These streets provide access to parking and building services for buildings in Typology 3, as described previously. Transition Zones 1A West Promenade 1B West Promenade (South) 1C East Promenade 2 Cornelia Overlay 3 New Local Streets 4 Primary East-West Streets 5 Boulevards 6Central Promenade Spine NPARKLAWN AVE.76TH STREETMINNESOTA DR.GALLAGHER DR.72ND STREETHAZELTON RD.70TH STREET69TH STREET66TH STREET65TH STREETFRANCE AVE. YORK AVE. VALLEY VIEW RD. BARRIE RD. XERXES AVE. EDINBOROUGH WAY77TH STREET78TH STREET Greater Southdale District | Design Experience Guidelines March 5, 2019 page 31 The street room experience within Typology 4 will be shaped by the following experience guidelines: • Within this typology, a 30 foot setback is required from curb to face of building with a building podium height of 60 feet. Above the 60-foot height limit, additional height should step back 30 feet from the face of the building, to a maximum height of 105 feet. Any height about 105 feet should step back and additional 10 feet from the face of the building. • Building podiums along these streets need to maintain as closely as possible the 60-foot height limit while still adhering to the guidance of 75% of building face at the setback line to create the fundamental experience of the street room. • All parking, other than short-term retail or guest parking, and building services need to be located below grade or hidden within the building. If on ground level or above, parking and/or building services must be surrounded on all sides by program space such as commercial or housing. Dimensional Characteristics of Street Room Typology 4 Primary East-West Streets Existing East West Streets 60 Feet 20 Foot Step Back 30 Foot Step Back Traffic Lanes30 Foot Setback 30 Foot Setback 69thStreet, 70thStreet, Hazelton Road, ParklawnAvenue and 76th Street are unique streets to the Greater Southdale District. They form a super grid with France Avenue and York Avenue, keeping traffic out of adjacent single family neighborhoods while connecting to the neighborhoods through the 30 foot setback that are landscaped to provide a pedestrian focused experience. The streets act as collectors that provide a balance between pedestrian and vehicular circulation. Local streets and Woonerfs perpendicular to these streets will provide access to shops, galleries, restaurants, hotels, offices, and residential uses. Tree shaded benches in the streetscape will provide a place for pedestrians to rest, storm water management and bicyclists can use these streets to connect from home to small outdoor cafés and other amenities. Street TypologiesPrimary East-West Streets C Greater Southdale District | Design Experience Guidelines March 5, 2019 page 32 Street Room Typology 5 The Boulevards Streets that are included in this typology include the primary district boulevards such as France Avenue, York Avenue, W 66th Street and W 77th Street. In addition to being the widest streets in the district, they also currently carry a high volume of vehicular traffic. The intent of this typology is to create streets that connect the Greater Southdale District to the larger Edina community. These commercially-focused streets will reinforce the district’s unique role in serving Edina’s neighborhoods, while at the same time, recognizing that the district has a role in the broader metropolitan region—providing employment, health, retail, entertainment, and a wide range of housing options. The streets that fall into Typology 5 will have the greatest impact in conveying the overall identity of the district, with wide, multi-use streetscapes lined with a double row of trees within a consistent 50-foot setback. Medians may also be present in the boulevard streetscape to accommodate plantings and/or mass transit lines and stations. In many cases, boulevards will be adjacent to the tallest buildings in the district and will be the locations for transit stops. Transition Zones 1A West Promenade 1B West Promenade (South) 1C East Promenade 2 Cornelia Overlay 3 New Local Streets 4 Primary East-West Streets 5 Boulevards 6Central Promenade Spine NPARKLAWN AVE.76TH STREETMINNESOTA DR.GALLAGHER DR.72ND STREETHAZELTON RD.70TH STREET69TH STREET66TH STREET65TH STREETFRANCE AVE. YORK AVE. VALLEY VIEW RD. BARRIE RD. XERXES AVE. EDINBOROUGH WAY77TH STREET78TH STREET Greater Southdale District | Design Experience Guidelines March 5, 2019 page 33 Dimensional Characteristics of Street Room Typology 5 The Boulevards On these wide streets, a sense of scale is maintained by creating a uniform street wall of 60 feet, with taller structures stepping back from this 60-foot datum. This consistency in building heights along the street will form the edge of the street room—bridging between lower intensity and transitional areas, and the higher intensity zones within the Greater Southdale District. The street room experience within Typology 5 will be shaped by the following experience guidelines: • On France Avenue, a 50 foot setback is required from curb to face of building with a minimum building height of 60 feet (diagram at left). Above that 60 foot height, the building face should step back two feet to create a cornice line, and can then extend to 105 feet. Above 105 feet, building faces must step back an additional 10 feet (as illustrated in diagram at right, above.) • Building podiums along these streets need to maintain as closely as possible the 60-foot height limit while still adhering to the guidance of 75% of building face at the setback line to create the fundamental experience of the street room. • All parking, other than short-term retail or guest parking, and building services need to be located below grade or hidden within the building. If on ground level or above, parking and/or building services must be surrounded on all sides by program space such as commercial or housing. • Parking and building services should not be accessed via these streets. • Incorporate 10- to 12-foot wide sidewalks that create opportunities for gathering, outdoor cafes, pavilions, etc. • Within the 50-foot setback, trees should be planted in a double row to add a strong canopy for pedestrian activity. Street Typologies Boulevards France Avenue, York Avenue, W 66th Streetand W 76th and W 77th: multi-modal thoroughfares within the Greater Southdale District. They have wide, multi-use streetscapes lined with a double row of trees. Medians may also be present in the Boulevard streetscape to accommodate plantings as well as mass transit lines and stations. In many cases, Boulevards will be adjacent to the tallest buildings in the district and will be the locations for transit stops. D A 50 feet setback is required from curb to face of building with minimum building height of 60 feet with a maximum building height of 105 feet. Any part of the building above 105 feet requires a 20 foot step back. Preferred building materials: Concrete, steel or heavy timber structural frame. 60 Feet 105 Feet 10 Foot Step Back 2Foot Step Back Traffic Lanes50 Foot Setback France AvenueFrance Avenue 60 Feet Traffic Lanes50 Foot Setback Greater Southdale District | Design Experience Guidelines March 5, 2019 page 34 Street Room Typology 6 Central Promenade Spine The Central Promenade Spine is intended to connect the Greater Southdale District from the west at Highway 100, extending east to the heart of Centennial Lakes and beyond to Edinborough Park. This Central Spine also extends the existing Promenade north through the Galleria and Southdale Center, and north across a future green lid over Highway 62 to Strachauer Park. The Central Promenade Spine traverses through a variety of building types, ranging from townhouses to multi-family housing, to low scale commercial/retail buildings, to mid-rise office buildings. As the physical form of buildings along this spine evolves, natural sunlight light and limited shadow will determine the experiential use of the space. Creating maximum height of 36 feet at its edges will support a mix of uses fronting the spine. Height above this 36 foot limit will step back from the building face, maximizing the program of new buildings rising along its edges without compromising the experience of walking and biking through a park- like environment Transition Zones 1A West Promenade 1B West Promenade (South) 1C East Promenade 2 Cornelia Overlay 3 New Local Streets 4 Primary East-West Streets 5 Boulevards 6Central Promenade Spine NPARKLAWN AVE.76TH STREETMINNESOTA DR.GALLAGHER DR.72ND STREETHAZELTON RD.70TH STREET69TH STREET66TH STREET65TH STREETFRANCE AVE. YORK AVE. VALLEY VIEW RD. BARRIE RD. XERXES AVE. EDINBOROUGH WAY77TH STREET78TH STREET Greater Southdale District | Design Experience Guidelines March 5, 2019 page 35 The street room experience within Typology 6 will be shaped by the following experience guidelines: • The 36 foot height along the Central Spine encourages a mix of uses focused on entertainment venues such as restaurants, gathering places or community-oriented facilities that provide destinations to come to and stay at. These lower-scale buildings that line the Promenade should reflect its stature as a special community amenity, with a rich variety of architectural experiences that front this park-like environment. • Above 36 feet, buildings shall step back 20 feet to the 60 foot podium height. Above 60 feet, buildings shall step back an additional 20 feet. • Buildings above the 60 foot height limit should be oriented to maximize the amount of sun on the Promenade. • Locations where Typology 6 intersects Typology 4 and 5 are critical to reinforce the idea of the linear public spine that connects this entire district. These intersections are the gateway to the Spine and should have a unique architectural response. • All parking, other than short-term retail or guest parking, and building services need to be located below grade or hidden within the building. If on ground level or above, parking and/or building services must be surrounded on all sides by program space such as commercial or housing. Dimensional Characteristics of Street Room Typology 6 Central Promenade Spine Street TypologiesCentral Promenade Spine The Central Promenade Spine is intended to connect the Greater Southdale District from the west at Highway 100, east to the heart of Centennial Lakes, along the existing Promenade north through The Galleria and Southdale Mall and north to Strachauer Park. The Central Promenade Spine transverses through different building types from 2 and 3 story Townhouses to 1 and 2 story commercial/retail buildings to 6 story office buildings. In imagining the future of the spine natural sunlight light and limited shadow will determine the experiential use of the space. Creating maximum height of 36 feet at its edges support a mix of uses fronting the spine while not limiting additional height to maximize the program of new building rising along its edges will not compromise the experience of walking and biking through a park like environment 50’ height limit Central Promenade Spine 36 Feet 60 Feet 20 Foot Step Back 20 Foot Step Back 105 Foot Maximum 15 Foot Front Yard Setback E Greater Southdale District | Design Experience Guidelines March 5, 2019 page 36 5 Implementing and Measuring the Guidance Ten Things to Remember Greater Southdale District | Design Experience Guidelines March 5, 2019 page 37 1. Every new development begins with the 200’ x 200’ block, or some variation based on context. 2. Every block or building in a development will need streets to connect between buildings. Not all of these streets will need to accommodate vehicles, providing the opportunity for parks, plazas or courtyards—important parts of the public realm. 3. Buildings will not be greater than 200 feet in length, thereby minimizing the negative impact continuous walls can have on a comfortable pedestrian experience. 4. All streets are not equal. The plan outlines a hierarchy that is driven by the kind of experiences that are expected on these streets and how they facilitate an enlivened public realm. 5. Designated transition zones are about maintaining the quality of life in these areas without restricting growth in other parts of the district. 6. Promenades and East-West Streets are the bridge between single family neighborhoods, such as the Cornelia neighborhood of Edina and the west side of Richfield, to more intense parts of the district. 7. Street Rooms will intersect and overlap each other in many circumstances. At these intersections, lower building heights should prevail, giving the smaller scaled building precedence over larger scale buildings. 8. Building footprints above 60 feet in height are limited to 12,000 SF for residential uses, and 24,000 SF for commercial. 9. Within the first 60 vertical feet of a building, primary materials systems that are more traditional like brick, stone, glass wall systems are preferred. Above 60 feet, other materials such as metal wall systems within a larger curtainwall system, can be introduced. These baseline parameters should not be a deterrent to architectural innovation but rather are intended to serve as a measure of quality and continuity throughout the district 10. Transparency at the ground level facing the public realm is key to the individual experience and is a catalyst for how to activate and maintain a community-based approach to daily life and experience. 5. Implementing and Measuring the Guidance Ten Things to Remember DATE: March 7, 2024 TO: 6700 France Avenue - 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: 6700 France Avenue – Development Review The Engineering Department has reviewed the subject property for street and utility connections, grading, and storm water. Plans reviewed were; Land Survey dated 12/7/2023 and Civil drawings and hydrologic report dated 2/9/2024, and Soil Borings dated 1/3/2024. Details 1. A developer’s agreement will be required for construction of public sidewalk and utilities. a. Deliver as-build records of public infrastructure post construction Survey 2. Describe easements or transfer dedicated outlets for public sidewalk and public utilities. a. Provide public easements for public sidewalk and watermain, and sanitary. Sanitary and watermain is still being reviewed to determine the extents of the easements. Living Streets 3. Design sidewalks to meet ADA requirements. 4. Construct 5’ sidewalk with 5’ boulevard on east side of Valley View Rd between W 68th and 66th Streets. 5. In order to shorten the crossing distance for pedestrians and improve sightlines, remove the pork chop islands, narrow the width and add pedestrian ramps of both site driveways along France Avenue. 6. Remove sidewalk stub east towards France Avenue at north driveway. Traffic and Street 7. Maintain sidewalk access during construction. 8. Clearly denote private paths or private sidewalk. Maintenance for private sidewalks to be responsibility of property owner. 9. Construction staging, traffic control, and pedestrian access plans will be required. 10. Building access roads and entrances will need to accommodate Edina’s ladder fire truck. 11. Confirm all roads are designed for Edina’s 80,000lb fire truck load. 12. Provide pedestrian lighting along France Avenue. See Canto G detail attached. 13. 48 hrs notice is required for road closures related to construction operations. Complete the road closure form from the City’s website. 14. Consider improvements recommended by Stantec’s Traffic Impact Study dated February 27, 2024 at the France Avenue/Driveway 8/Southdale Center Entrance access. a. Provide a second eastbound left turn lane on the access at the traffic signal. b. Relocate the north/south parking aisle access west to align with the next parking aisle on the south side. c. Extend all eastbound lanes to the new north/south parking aisle access location. 15. Consider impacts from deliveries to pedestrian and vehicular traffic. 16. Implement five Travel Demand Management strategies as recommended by Stantec’s Traffic Impact Study dated February 27, 2024 Sanitary and Water Utilities 17. Public water loop and hydrants are proposed. Replace the existing watermain to match the proposed 10” watermain or provide additional calculations that show the existing 8” watermain is sufficient. 18. Cap all abandoned watermain connections at the main or re-use the watermain tee. Investigate the south watermain connection on France Avenue. 19. Clearly indicate private vs public utilities. City is still considering what watermain and sanitary pipe it would take ownership of. Only new and looping systems will be considered for public ownership of the watermain with easements. Only new systems that service multiple parcels will be considered for public ownership of the sanitary sewer with easements. 20. Verify fire demand at hydrant locations. 21. Domestic water shall be sized by the developer’s engineer. 22. Domestic sanitary shall be sized by the developer’s engineer. 23. Sewer and water connection permits required for all connections. France Avenue wet taps to occur at night. City staff to be present to inspect, cost to be paid by developer. Hennepin County permit conditions will apply. 24. Separate meters for fire and domestic services will be required. 25. A SAC and WAC determination will be required and Met Council and City fees will be calculated from the determination. Storm Water Utility 26. The parking garage structure is subject to flood exposure in subwatershed NC_141, 10% probability event 869.7, and 1% probability event 870.2. The current design has an unacceptable level of risk of backflow that would provide a source of inflow into the sanitary system in the lower levels of the ramp. The parking structure must be designed to resist flood flow, backflow and sanitary inflow. 27. Existing structures have flood risk in 1% probability event. Site grading for ramp entrance invites flood exposure to the existing underground parking for the 6800 building. Modify grading and propose retrofit interventions such as flood proofing, pumping, sanitary inflow reduction measures or flood gates that can reduce or limit consequence of flooding of underground parking structures. 28. 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. 29. Evidence of watershed district permit and copies of private maintenance agreement for storm water system in favor of watershed is required for building permit. 30. Retention system engineer required to verify construction of the underground retention systems done per plan. 31. 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 32. A SWPPP has been submitted. SWPPP to be reviewed at building permit. Sustainability 33. 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. Implementing energy-saving strategies as recommended from the applicant’s participation in Xcel Energy’s Energy Design Assistance program, and consider pursuing the Energy Design Assistance “Enhanced” program for increased energy-savings. 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. 34. 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 35. Nine Mile Creek Watershed permit is required. Any work in the France Avenue ROW will require a Hennepin County Permit and require their standards to be met. Plans should be submitted to them for comment. MDH, MPCA and MCES permits are required. Others as required. CANTO LIGHT FIXTURE Mounting Detail FLANGE PI ATF CONDUIT BY OTHERS A/B 0 1 53654 4% BASE COVER GROUT FILL BY OTHERS BY OTHERS DETAIL-MGI INTING For Canto CC450G and CC600G Consult Factory for CC800G Mounting Details CANTO G Mounting Detail CANTO STANDARD CONDUIT BY OTHERS BASE COVER FLANGE PI ATF Agaill111411241) _ 19" GROUT FILL BY OTHERS BY OTHERS A/El 01X36X4 4% ETA' - MOUNTING France Avenue urban design workshop W5B8 A570Llilek Inc and LAB, Inc./2 July 0011 lighting concept: conceptual light fixture APRIL 1, 2014 City of Edina – New Construction Sustainability Questionnaire Page 1 City of Edina Sustainable Construction Questionnaire The City of Edina has set ambitious goals to reduce greenhouse gas emissions in the community. To help achieve these goals, developers seeking City approval must complete this form as part of their their zoning application. Upon receipt of this form, please email Sustainability Division lead, Grace Hancock, GHancock@edinamn.gov, to set up a time to walk through the form and discuss sustainable building strategies. Please email the completed form to Cary Teague, CTeague@edinamn.gov, and copy Grace Hancock. Development Address: 6600-6868 France Ave S. - Southdale Office Center Developmer Applicant Name: Southdale Office Partners Date: 3.11.2024 Is the development seeking a PUD or City financing? No (See Sustainable Buildings Policy if so) Topics Answers Yes or No Brief Description Sustainable Design & Energy Consumption Will you utilize Xcel Energy’s Energy Design Assistance or Energy Efficient Buildings, and/or Centerpoint Energy’s Builder and Developer programs for this development? Yes The design team has met with Willdan / Xcel and developed preliminary bundle strategies as part of the EDA program. Will the buildings meet SB2030 energy goals? No Will the building be LEED certified? No Will all appliances and equipment be Energy Star or EPA WaterSense certified? N/A No Appliances have been identified at this point – Tenant’s are usually responsible for the design and preference of their premises. Will water heaters be electric or natural gas? Natural Gas High-efficiency gas water heaters will be used for all centrally supplied domestic hot water. Will building heat be powered by electricity or natural gas? Both Rooftop units will use gas furnaces for ventilation heating load. Electric resistance reheat and perimeter heating components will provide the balance of building heating. Will different strategies to conserve energy (beyond those required by code) be included? If so, please describe No Will there be renewable energy such as solar or wind be generated on site? No Will the project include a geothermal system? No Will the completed project subscribe to a community solar program or other renewable energy program? TBD At this point Owner is determining feasibility. Will there be purchase of renewable energy credits (RECs)? TBD City of Edina – New Construction Sustainability Questionnaire Page 2 City of Edina Sustainable Construction Questionnaire Comments: Managing Storm Water What percent of the property is pervious surface before the redevelopment? What is the percent post development? Existing Pervious: 5.90 acres – 27.2% Proposed Development Pervious: 5.81 acres – 26.8% What new surfaces will be pervious? (i.e. Sidewalks, driveways, overflow parking) The new impervious surfaces will include the MOB roof, parking ramp, concrete sidewalk, and bituminous surface parking and drive aisles Will a green roof be included on the new structure to assist in storm water retention? No Will rain gardens or similar features be included on site to filter and retain the storm water? Yes A surface infiltration pond and three underground infiltration BMPs are a part of the proposed stormwater management plan. Comments: Landscaping Features to Manage Air Quality and Heat Island Effect Will existing healthy trees be protected and saved? Yes Please refer to L100 for tree protection plan as well as page 32 of the Development Application for additional information What percent of the property is covered by tree canopy before redevelopment? What is the percent post development? Existing canopy coverage within the limit of work: 30.1%. Proposed post development canopy coverage within the limit of work: 30.2% Will you meet the current tree preservation and planting ordinance? Yes Please refer to L100 for tree protection plan as well as page 32 of the Development Application for additional information Will shade trees be provided along roadways, drives and surface parking areas beyond those required by code? Yes Please refer to L410 & L411 Will native plantings be used in the landscaping? Yes We have included several native trees, shrubs and grasses in our plant palette. Will landscaping include pollinator-friendly varieties? Yes Several of our perennial plants are pollinator friendly. City of Edina – New Construction Sustainability Questionnaire Page 3 City of Edina Sustainable Construction Questionnaire Will future owners and managers be trained in methods to avoid harmful chemicals being used on landscaping? Yes The landscape can be maintained without harmful chemicals, and a maintenance manual can be provided if needed for future reference. Comments: Managing Construction Waste Will demolition of existing structures meet LEED Green Building Demolition and/or B3 State of Minnesota Sustainable Building Guidelines? No Will existing building elements be salvaged for reuse? Example, timber, steel, asphalt, cabinets, etc. Yes Salvage and recycle Steel structural members, Mill and Reclaim parking lot asphalt, Crush and Recycle Concrete foundations and curb, Reuse of existing limestone retaining blocks for landscape use Are scrap and excess construction materials being separated and recycled? Yes Multiple dumpsters for cardboard, wood, Metal, concrete washout, general trash Are workers provided with separate recycling dumpsters and training in proper use? Yes During site orientation – Overview of Waste Program Comments: Managing Operational Waste Will a recycling service be provided to those in the multifamily complex? To any businesses on site? Yes Each Tenant has recycling bins and access to a separate recycling bin as part of landlord’s refuse contract. Will an organic recycling service be provided to those in the multifamily complex? To any businesses on site? Yes There is currently a restaurant on site and utilizes a separate food waste dumpster, greese bin, and cardboard and plastics. Tenant controls. Will future users of the building be provided with education and training regarding proper recycling practices? Yes Owner’s current refuse vendor offers trainings they give to each tenant depending on each tenant’s use. Comments: Managing Water Consumption Is the project including features to reduce water consumption beyond features required by code? Yes Low-flow fixtures will be used where applicable Is there a grey water system included to reuse water on site? Will future users of the building be provided with education and training regarding conservation of water? No City of Edina – New Construction Sustainability Questionnaire Page 4 City of Edina Sustainable Construction Questionnaire Will outdoor landscaping watering system include a water sensor to automatically reduce watering in wet conditions? Yes An automatic system controller with weather tracking capabilities will be utilized in our irrigation system. Comments: Sustainable Transportation Features Is the site accessible by public transit within ½ mile? Yes There is 1 active bus stop as well as multiple signed stops located on the Project site as well as multiple active stops within a ½ mile radius Are site features included to make the use of public transit convenient and simple? Examples include sheltered waiting areas, paved sidewalks and clear site lines. Yes Pedestrian access surrounding the site has been updated with new and improved sidewalks and intentional through site connections to allow for easier access throughout the site If there is no public transit within ½ mile, is the project providing features to help bridge the distance to allow flexibility to use public transit? N/A Is bike parking available near the main entrance for guests? Space in parking structure (e.g. bike corral, bike lockers) for residents’ bikes? Yes See page 25 of the Development Application for bike parking locations that have been strategically placed near the primary entrances to all new buildings Is bike parking and a shower facility provided for employees? No Bike parking is provided but shower facilities are not Do you have EV Charging Stations for owners, guests or customers to use? Yes Yes, the Project will be adhering to city required EV Charging station requirements and will be located near the primary east entrance to the MOB Will there be parking spaces provided for car- sharing vehicles to reduce the overall number of cars? TBD Most parking is first come first serve. Ownership is open to providing spaces for car-sharing if there is a demand. Updated June 2022 RESOLUTION NO. 2024-24 APPROVAL OF A PRELIMINARY REZONING, PRELIMINARY SITE PLAN, VARIANCES AND SUBDIVISION FOR 6600-6800 FRANCE AVENUE BE IT RESOLVED by the City Council of the City of Edina, Minnesota, as follows: Section 1. BACKGROUND. 1.01 HGA Architects on behalf of the property owner, Southdale Office Partners, is proposing to redevelop a portion of the 22-acre parcel at 6600-6800 France. The proposed plan is to tear down the middle office buildings and restaurant (90,582 square feet) on the site and construct a new 3-story, 107,000 square foot medical office, an 8,000 square foot restaurant, and a 2-level parking ramp, with a proof of parking plan to expand to 4 levels. 1.02 In 2017, this site was rezoned to PUD for a mixed-use development project (The Avenue on France). The plans included a new 6-story office building, a new 6 story medical office, an 8-story residential building, four retail/restaurant buildings, and a hotel. The existing 6 and 7-story office buildings were to remain. Under the existing PUD zoning, only the plans approved within the PUD can be built. 1.03 None of the approved development within the PUD has been built. The property owner has found that the approved PUD plans are not feasible to construct. 1.04 The property is legally described as follows: Lot 1, Block 1, Southdale East Cornelia, Hennepin County, Minn. 1.05 To accommodate the request, the following is requested: Preliminary Rezoning from PUD, Planned Unit Development to PCD-3, Planned Commercial District. (PCD-3 was the original zoning of this site) Preliminary Site Plan. Subdivision. Variances: a. Transparency from 75 to 39 percent facing Valley View Road. b. First floor building height from 20 to 14 feet for the restaurant and 16 feet for the medical office. c. Building height variance from 48 to 52 feet for the medical office. 1.06 On March 13, 2024, the Planning Commission held a public hearing and recommended denial of the requests. Vote: 6 Ayes and 2 Nays. 1.07 On April 2, 2024, the City Council held a public hearing and considered the requests. RESOLUTION NO. 2024-24 Page 2 1.08 On April 16, 2023, the City Council approved the requests. Section 2. FINDINGS 2.01 Approval of the Preliminary Rezoning from PUD, Planned Unit Development to PCD-3, Planned Commercial District, Preliminary Site Plan, Preliminary Plat, and the first-floor ceiling height variances from 20 to 16 and 14 feet, building height from 48 to 52 feet for the medical office and building transparency from 75 to 39 percent facing Valley View Road is based on the following findings: 1. The proposal re-establishes the original zoning of the site. The original zoning of the site was PCD-3, Planned Commercial District 3. Allowed uses with the PCD-3 District include, office, medical clinics, restaurants, and banks, all of which would be located on the site. 2. The proposed rezoning would be consistent with the Comprehensive Plan. Uses existing and proposed are all uses outlined in the OR, Office Residential land use category in the Comprehensive Plan. 3. The site has been zoned PUD since 2017, and since that time no development that was proposed to be built in the PUD overall development plan has occurred. 4. With the exception of the variances requested for building transparency, first floor ceiling height and building height, the proposal is compliant with City’s Zoning Ordinance. 5. The proposed project would meet the following goals and policies of the Comprehensive Plan: a. A Pedestrian-Friendly Environment. Improving the auto-oriented design pattern present in much of the city will call for guidelines that change the relationship between parking, pedestrian movement and building placement. i. Provide visual screening and privacy to buffer cars from people, provide visual relief and allow stormwater infiltration in parking lots. ii. Landscaping is essential to screen parking areas, buffer adjacent residential uses and create a pedestrian-friendly environment along streets. iii. Encourage the development of parking lots or structures so they can be shared by more than one building on the site or by buildings on neighboring sites, and which can transition over time to other uses if parking needs change. b. Encourage successful mixed-use development. c. Ensure that public realm design respects community character, supports commercial and mixed-use development, promotes community identity, and creates high quality experiences for pedestrians, cyclists, transit users, and motorists. 6. The existing roadways and parking would support the project. Stantec Consulting conducted a traffic and parking impact study and concluded that the proposed development could be supported by the existing roads and proposed parking. RESOLUTION NO. 2024-24 Page 3 7. The proposal would be an upgrade to current conditions on the site. 8. The proposed variances meet the variance criteria. The proposed building height would be less than the existing two office buildings on the site. The building transparency and first floor building height is reasonable as they would be more energy efficient, not contrary to the City’s sustainable building policy. The City has granted similar variance requests and flexibility through PUD rezoning from these standards. Section 3. APPROVAL NOW THEREFORE, it is hereby resolved by the City Council of the City of Edina, approves the request for Preliminary Rezoning from PUD, Planned Unit Development to PCD-3, Planned Commercial District, Preliminary Site Plan, Preliminary Plat, and the first-floor ceiling height variances from 20 to 16 and 14 feet, building height from 48 to 52 feet for the medical office and building transparency from 75 to 39 percent facing Valley View Road. Approval is subject to the following conditions. 1. The Final Development Plans must be generally consistent with the Preliminary Development Plans dated February 9, 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 shall 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. A Developer’s Agreement/Site Improvement Plan Agreement is required at the time of Final Approval. 8. County approval, if necessary, on access to France Avenue. 9. Compliance with all of the conditions outlined in the director of engineering’s memo dated March 7, 2024. 10. Park dedication for the addition of 24,418 square feet of office space requires a dedication of $3,979 due prior to issuance of a building permit for the medical builidng. RESOLUTION NO. 2024-24 Page 4 11. Submittal of a construction management plan subject to review and approval of city staff prior to issuance of a building permit. The plan must demonstrate minimal impact to pedestrian and vehicle movement. 12. Hours of construction must be consistent with City Code. 13. A Travel Demand Management (TDM) plan is required for this project. TDM strategies for this site shall 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 site users. Offering a pre-paid Metro Transit Go-To Card to all new employees. 14. Should there be a consistent shortage of parking on the site, as determined by the City of Edina, the proof of parking plan must be implemented. 15. Shared parking and access easements shall be established over the four parcels. 16. All site lighting must be compliant with City Code. 17. The proposed sidewalk along 66th Street must be constructed as part of this project. Adopted by the City Council of the City of Edina, Minnesota, on April 16, 2024. Attest:_________________________ ______________________________ Sharon Allison, City Clerk James B. Hovland, Mayor STATE OF MINNESOTA ) COUNTY OF HENNEPIN )SS CITY OF EDINA ) RESOLUTION NO. 2024-24 Page 5 CERTIFICATE OF CITY CLERK I, the undersigned duly appointed and acting City Clerk for the City of Edina do hereby certify that the attached and foregoing Resolution was duly adopted by the Edina City Council at its Regular Meeting of April 16, 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 RESOLUTION NO. 2024-24 DENIAL OF A PRELIMINARY REZONING, PRELIMINARY SITE PLAN, VARIANCES AND SUBDIVISION FOR 6600-6800 FRANCE AVENUE BE IT RESOLVED by the City Council of the City of Edina, Minnesota, as follows: Section 1. BACKGROUND. 1.01 HGA Architects on behalf of the property owner, Southdale Office Partners, is proposing to redevelop a portion of the 22-acre parcel at 6600-6800 France. The proposed plan is to tear down the middle office buildings and restaurant (90,582 square feet) on the site and construct a new 3-story, 107,000 square foot medical office, an 8,000 square foot restaurant, and a 2-level parking ramp, with a proof of parking plan to expand to 4 levels. 1.02 In 2017, this site was rezoned to PUD for a mixed-use development project (The Avenue on France). The plans included a new 6-story office building, a new 6 story medical office, an 8-story residential building, four retail/restaurant buildings, and a hotel. The existing 6 and 7-story office buildings were to remain. Under the existing PUD zoning, only the plans approved within the PUD can be built. 1.03 The property owner has found that the approved PUD plans are not feasible to develop. 1.04 The property is legally described as follows: Lot 1, Block 1, Southdale East Cornelia, Hennepin County, Minn. 1.05 To accommodate the request, the following is requested: Preliminary Rezoning from PUD, Planned Unit Development to PCD-3, Planned Commercial District. (PCD-3 was the original zoning of this site) Preliminary Site Plan. Subdivision. Variances: a. Transparency from 75 to 39 percent facing Valley View Road. b. First floor building height from 20 to 14 feet for the restaurant and 16 feet for the medical office. c. Building height variance from 48 to 52 feet for the medical office. 1.06 On March 13, 2024, the Planning Commission held a public hearing and recommended denial of the requests. Vote: 6 Ayes and 2 Nays. 1.07 On April 2, 2024, the City Council held a public hearing and considered the requests. RESOLUTION NO. 2024-24 Page 2 1.08 On April 16, 2023, the City Council denied the requests. Section 2. FINDINGS 2.01 Denial of the Preliminary Rezoning from PUD, Planned Unit Development to PCD-3, Planned Commercial District, Preliminary Site Plan, Preliminary Plat, and the first-floor ceiling height variances from 20 to 16 and 14 feet, building height from 48 to 52 feet for the medical office and building transparency from 75 to 39 percent facing Valley View Road is based on the following findings: 1. Rezoning to PCD-3 could result in the primary uses being commercial on the site over time, which is not consistent with the Comprehensive Plan Designation of primarily office or residential use on the site. 2. Does not adequately address the Greater Southdale District Design Experience Guidelines. 3. The proposal does not meet the Variance criteria outlined in City Code. 4. When comparing the existing PUD zoning on the site to the proposed development, the pedestrian and vehicle connectivity and experience has been diminished. 5. Items suggested in the 2040 Comprehensive Plan are not incorporated into the plan: “Vertical mixed-use should be encouraged and may be required on larger sites.” The site is 21 acres in size but does not provide any vertical mixed use. “Edge” or transitional uses. Moderately sized liner buildings should be encouraged to soften the edge of large-scale superblock development. Medium-density housing types such as townhouses combined with structured parking may also be an appropriate transitional use. 6. Lack of adequate pedestrian and bike connections through the site. 7. The proposed plan does not include a north-south connector for bikes, automobiles and pedestrians as required in the current zoning for the site and recommended in the Greater Southdale District Design Experience Guidelines. 8. Proposal removes significant trees for construction of a parking ramp when there is space on the site for structured parking without removal of trees. Section 3. DENIAL NOW THEREFORE, it is hereby resolved by the City Council of the City of Edina, denies the request for Preliminary Rezoning from PUD, Planned Unit Development to PCD-3, Planned RESOLUTION NO. 2024-24 Page 3 Commercial District, Preliminary Site Plan, Preliminary Plat, and the first-floor ceiling height variances from 20 to 16 and 14 feet, building height from 48 to 52 feet for the medical office and building transparency from 75 to 39 percent facing Valley View Road. Adopted by the City Council of the City of Edina, Minnesota, on April 16, 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 April 16, 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 EdinaMN.gov A History of the Greater Southdale Area District Planning (Last 20 years) History – How the Guidelines were developed Intent of the Guidelines Examples of projects approved but not built using the Guidelines Examples of projects approved and built using the Guidelines Discussion & Next Steps Greater Southdale District Design Experience Guidelines 2005 Land Use & Transportation Study •Plan “received” not “approved.” 2008 Comprehensive Plan •Labeled an area that had a high potential for change Phase 1 2015 – Work Group Created (West Side of France/Greater Southdale Area) As the result of a redevelopment proposal at 7200 France Avenue, the City Council requested a Work Group be created to develop a tool for the Planning Commission and City Council to use when evaluating Comprehensive Plan Amendments and Rezoning. The Work Group was initially formed to address issues related to future land use and urban design for parcels along the west side of France Avenue and the greater Southdale Area. Forming the Work Group 7 members appointed by the City Council and Planning Commission. Council Appointed: Michael Schroeder, Facilitator Council Appointed: Lori Syverson, Edina Chamber of Commerce Council Appointed: Steve Brown, Resident Council Appointed: Peter Fitzgerald, Business Planning Commission Appointed: JoAnn Olsen, Planning Commissioner Planning Commission Appointed: Steve Hobbs, Planning Commissioner Planning Commission Appointed Ian Nemerov, Planning Commissioner 6 members self appointed by the neighborhood and property/business owners. Residential: Harvey Turner, Julie Chamberlain and Colleen Wolfe Commercial: Ben Martin, Robb Gruman, Jim Nelson 2015 – Work Group (West Side of France/Greater Southdale Area) •Result was the creation the Guiding Principles to offer interim guidance in reviewing proposals for change •City Council Formally Approved the Guiding Principles and requested that they be used as a tool by the Planning Commission & City Council to review all redevelopment proposals requiring a Comprehensive Plan Amendment or Rezoning. •To be used as a tool to generate discussion. Element Proposed working principle Give-to-Get; Plan & Process Allow latitude to gain tangible and intangible outcomes aligned with the district vision. Edina Cultural Preferences; Identity Advance quality through thoughtful and artful design of buildings and publicly accessible spaces, highlighted human activity, and enhanced economic vibrancy. District Function Look beyond baseline utilitarian functions of a single site to create mutually supportive and forward-looking infrastructure sustaining the district. Comprehensive Connections; Movement Foster a logical, safe, inviting and expansive public realm facilitating movement of people within and to the district. Site Design; Transitions Encourage parcel-appropriate intensities promoting harmonious and interactive relationships without “leftover” spaces on sites. Health Advance human and environmental health as the public and private realms evolves. Innovation Embrace purposeful innovation aimed at identified and anticipated problems. Land Use; Live-able Precincts Promote well-balanced aggregations of “come to” and “stay at” places focused on human activity and linked to an engaging public realm. Economic Vitality Ensure every component contributes to the sustained economic vitality of the district and the community. Phase 2 – Putting it Together •City Council supported the direction of the Vision and asked the Work Group to continue its work. •AFO, Architecture Field Office was hired to assist the Work Group to create a graphic vision for the study area based on the Guiding Principles using graphics and narrative. The Work Group was expanded in Phase 2. •Principles updated to include supporting questions. •Conduct public outreach to residents, property owners and businesses. Phase 2 – Putting it Together •The City Council authorized the work of the Work Group to be part of the Comprehensive Plan Update. •BIKO & AFO Hired to Assist the Work Group to document the directions of the Work Group and incorporate the work into the 2018 Comprehensive Plan Update. Phase 3 – Approvals Comprehensive Plan & Design Experience Guidelines •The Greater Southdale Area District Plan was approved for submittal to Met Council on December 18, 2018, and adopted as part of the Comprehensive Plan in 2020. •Greater Southdale Design Experience Guidelines adopted March 5, 2019, by the City Council. Greater Southdale District Design Experience Guidelines The intention of the Design Experience Guidelines is to be used as a tool (starting point) for dialog in a potential development proposal that requires a Rezoning or Comprehensive Plan Amendment They are Guidelines – Not Ordinances They are intended to focus on the public realm and how people move through a site, the building is secondary to the public realm. The “Experience” is the key to the guidelines. Intended to guide and encourage aligned development PUD was to be the zoning tool to implement the desired development using the Design Experience Guidelines Projects Approved Using the Guidelines But Never Built Projects Approved Using the Guidelines But Never Built 7001 France Avenue A one-story, 24-foot tall 6,500 s.f. US Bank with drive-through; A 24-Story, 270-foot tall 267-unit apartment with 1,500 s.f. of retail; A 6-7-story, 105-foot tall, 189,430 s.f. office/retail building; and An 8 level, freestanding 540-stall parking ramp with a 1,300 s.f bike facility Projects Approved Using the Guidelines But Never Built 7200/7250 France Avenue 309 units of housing (62 affordable) 30,000 s.f. retail/office Projects Approved Using the Guidelines But Never Built 7200/7250 France Avenue Projects Approved and Built Using the Guidelines The Bower Projects Approved and Built Using the Guidelines RH Projects Approved and Built Using the Guidelines 6950 France Projects Approved and Built Using the Guidelines The Fred & The Finch Projects Approved and Built Using the Guidelines Pentagon Village Projects Approved and Built Using the Guidelines Millenium & Homewood Suites (2016-17) Greater Southdale District Design Experience Guidelines The intention of the Design Experience Guidelines is to be used as a tool (starting point) for dialog in a potential development proposal that requires a Rezoning or Comprehensive Plan Amendment. They are Guidelines – Not Ordinances They are intended to focus on the public realm and how people move through a site, the building is secondary to the public realm. The “Experience” is the key to the guidelines. Intended to guide and encourage aligned development PUD was to be the zoning tool to implement the desired development using the Design Experience Guidelines 5 years have passed…are the Experience Guidelines still working? We may want to revisit them and update as needed? Date: April 16, 2024 Agenda Item #: IX.A. To:Mayor and City Council Item Type: Report / Recommendation From:Sharon Allison, City Clerk Item Activity: Subject:Resolution No. 2024-29: Accepting Donations Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Resolution No. 2024-29 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. 2024-29: Accepting Donations RESOLUTION NO. 2024-29 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. Police Department Edina Crime Prevention Fund $1,825.85 Challenge Coins Edina Crime Prevention Fund $ 71.48 Certificate Frames Dated: April 16, 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 April 16, 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: April 16, 2024 Agenda Item #: IX.B. To:Mayor and City Council Item Type: Other From:Cary Teague, Community Development Director Item Activity: Subject:Consider Conservation Easement and Purchase of Vacant Land at 5235 Highwood Drive Action, Discussion CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Provide direction on the applicant request. INTRODUCTION: Andy Carter, on behalf of his neighbors is requesting consideration of the city to purchase the vacant parcel at 5235 Highwood Drive (Parcel C on the attached survey) and agree to hold for public purpose. T he neighbors agree to special assessments to reimburse the City and to obtain a conservation easement on the parcel so that it remains in its natural conditions and protects the trees. If the Council is agreable with the request, staff would then have the city attorney draft a purchase agreement that would be subject to future City Council approval. The neighbors have agreed to reimburse the City for the assesed value ($150,000) using the MN Chapter 429 Special Assessment process. Parcel C is the result of lot line adjustments to the adjacent parcels to add property to their existing lots. T he resulting Parcel C is just 9,453 square feet, and would not meet minimum lots requirements. ATTACHMENTS: Description Applicant Presentation Survey of properties involved Proposed solution for 5235 Highwood DriveEdina, MN 55436 Proposed lot adjustments Overhead view of lot/canopy regionIncluding additional city owned property in the region4.5 acres Why does this make sense?•The manner in which we split the lots will make it very difficult to build a home on the property•No additional roof•No additional driveway•No removal of trees•Less flooding risk from all of above•No leveling of the lot•No unnatural drainage into Mirror Lake•No excess fertilizer drainage = cleaner Mirror lake•The City will guarantee itself green space in the heart of one of the biggest urban canopies in Edina.•Maintaining existing is far more efficient than planting new•Established canopy of ~20 mature oaks remains intact•High carbon capture – let the trees do their thing!•Help close the 2024-2030 tree cover acreage gap of 237 acres Further detail•Maintain existing canopy •Zero cost for new trees, maintenance, labor•Help close the 2024-2030 tree cover acreage•Keeping this woods and not allowing a new home•Don’t go backwards and allow deforestation•Established canopy of ~20 mature oaks •Most of these reside in Parcel C, most 50-100 years old•High carbon capture•Filter air/remove pollutants/clean toxins•Zero risk of erosion ruining other parts of the forest Neighborhood group participation•Participation in the voluntary financial sharing of the solution is now up to 8 confirmed neighbors surrounding the acquired property, in either cash (loan payment), or proposed property tax assessment. The ask•We are asking the city to finance 48% of the current 5235 Highwood lot (Parcel C), in exchange for its ownership.•City would purchase the lot, and recoup corresponding dollars via a special property assessment, on all participating neighborhood residents over the next 15 years, prorated equally.•The committee of residents, including myself, already have agreed to a fair value of Parcel C (valuation study done by City of Edina) and are ready to move forward with this win/win scenario•With a vote for approval, we are recommending the city put its new land into an environmental trust with an indefinite end date, so that this piece of land will remain a green space for perpetuity, long after current residents leave•This coincides with the wishes of the previous owner, and we’d love to carry on this wish for her•We are ready to work with the City Attorney to finalize legal language for the transaction Appendix/Summary Summary•5235 Highwood Drive acquired in October 2023•A Builder had lot under contract in summer 2023, and neighbors stepped in to talk builder out of realistic housing possibilities on lot•Survey work completed December ‘23•Lot to be split 3 ways, ~52% between Bennett and Carter lot expansions, ~48% (Parcel C) to be gifted to City in exchange for the financing of said lot over a 15 year tax assessment to members of participating neighborhood group•Neighborhood group and City have agreed on Parcel C valuation•Neighborhood and City under mutual understanding that land would go into a perpetual land “trust” ensuring existing green canopy continues indefinitely•Neighborhood group has tax splits already formulated for easy transition Date: April 16, 2024 Agenda Item #: IX.C. To:Mayor and City Council Item Type: Report / Recommendation From:Chad A. Millner, P.E., Director of Engineering Item Activity: Subject:Petition Response: Approve Sidewalk Layout for Concord Ave in the Concord B & C Street Reconstruction Project Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Sidewalk along the west side of Concord Avenue from Valley View Road to 64th Street as a 5-ft wide sidewalk with a 5-ft wide boulevard. INTRODUCTION: Staff and City Council had a discussion about the installation of a pedestrian facility along Concord Avenue between Valley View Road and 64th Street at the last council meeting. Council directed staff to install a 5-ft wide sidewalk. Whether the sidewalk can have a boulevard or not was not decided based on questions related to the fire code. Staff has met with the fire department and legal counsel. The fire department supports the living street plan recommendations as they relate to Fire Department Operations and Fire Code. See attached memo. T he sidewalk location is at the discretion of the Council and not related to the fire code. Staff recommends a 5-ft wide sidewalk with a 5-ft wide boulevard along the west side of Concord Avenue. ATTACHMENTS: Description Revised Petition Response Engineering Report Fire Department Memo Fire Code and Living Streets Plan Concord BC Petition Response Presentation City of Edina • 4801 W. 50th St. • Edina, MN 55424 City of Edina • 4801 W. 50th St. • Edina, MN 55424 Revised April 12, 2024 April 2, 2024 Mayor and City Council Chad A. Millner, Director of Engineering Petition Response: Concord B & C Street Reconstruction Project Sidewalk Location and Fire Code Follow-Up from April 2 City Council Meeting Staff recommends a 5-ft wide sidewalk with a 5-ft wide boulevard along the west side of Concord Avenue. A memo from the Fire Department supports the Living Street Plan recommendations as they relate to Fire Department Operations and Fire Code. The sidewalk location is at the discretion of the Council and not related to the fire code. Information / Background: Staff and the City Council have had many discussions about the design of Concord Avenue between Valley View Road and 64th Street within the 2024 Concord B & C Street Reconstruction Project. Residents submitted a petition that was officially received by the City Council at the April 2, 2024 City Council Meeting. Staff and Council discussed the petition at the April 2, 2024 City Council Meeting. The petition requests Council consider the following 4 things: 1. Direct City Staff to modify plans to refrain from: a. Installation of a shared use path, or b. Any facility at all. 2. If a facility is determined necessary for the broader community’s benefit, direct staff to: a. Install a 5-ft elevated sidewalk, directly adjacent to the roadway, with no boulevard. b. Maintain the facility. 3. Confirm whether one-sided parking is necessary, and if so, consider the east side of Concord Ave. 4. For the sake of due process, direct staff to share design plans with residents, send letters to this acutely impacted, and halt construction until resident concerns are resolved. REPORT / RECOMMENDATION Page 2 Staff Response based on the April 2 City Council Discussion and Fire Code Review Staff has provided updates on each request of the petition below for Council consideration. 1. Direct City Staff to modify plans to refrain from: a. Installation of a shared use path, or b. Any facility at all. Council directed staff to installation a 5-ft wide sidewalk instead of the staff recommended 8-ft wide concrete shared-use pedestrian and bicycle facility along the west side of Concord Avenue from Valley View Road to 64th Street with boulevard varying between 0 and 3 feet wide. 2. If a facility is determined necessary for the broader community’s benefit, direct staff to: a. Install a 5-ft elevated sidewalk, directly adjacent to the roadway, with no boulevard. b. Maintain the facility. The fire code related to street width and sidewalk location was discussed. No decision was made on April 2. Staff needed more time to review the fire code in context to Concord Avenue between Valley View Road and 64th Street. Engineering, fire, and legal staff reviewed the fire code in this project’s context. The fire department has provided a memo attached. The Fire Department supports the living street plan recommendations as they relate to Fire Department Operations and Fire Code. Staff recommends a 5-ft wide sidewalk with a 5-ft wide boulevard. A 5-ft boulevard provides snow storage, space for landscaping that reduces the watershed permitting needs of the project, separation from the roadway and better integration with driveways. Council agreed to wait until later this year to answer the request for maintenance of the sidewalk. Staff are working on a sidewalk maintenance policy. The topic will be discussed with Council later this year. This will ensure there is a total understanding on what it means for city operations to maintain more sidewalks. Previous discussions on the topic provided the financial impacts related to increased staffing and equipment. For reference, the City maintains approximately 76 miles of sidewalk and the residents maintain 25 miles. 3. Confirm whether one-sided parking is necessary, and if so, consider the east side of Concord Ave. The Council directed staff to move parking to the east side of Concord Avenue between Valley View Road and 64th Street. 4. For the sake of due process, direct staff to share design plans with residents, send letters to this acutely impacted, and halt construction until resident concerns are resolved. REPORT / RECOMMENDATION Page 3 The Council did not half construction and awarded a contract as recommended by staff. Staff continues to be available to discuss the project with anyone interested. Attachments Fire Code and Living Streets Plan Memo from the Fire Department City of Edina • 4801 W. 50th St. • Edina, MN 55424 City of Edina • 4801 W. 50th St. • Edina, MN 55424 April 12, 2024 Mayor and City Council Andrew Slama, Fire Chief Petition Response: Concord B & C Street Reconstruction Project Fire Code and Living Street Plan Staff supports the living street plan recommendations as they relate to Fire Department Operations and Fire Code. Information / Background: At the April 2, 2024 regular meeting, City Council received a petition regarding the Concord B and C Street Reconstruction Project. At that meeting, staff were presented with concerns regarding the reconstruction of the road and the width required by Fire Code. Fire Apparatus utilize roadways, both public and private, to respond and operate on during emergencies. The Fire Code defines Fire Apparatus Access Roads and their widths typically applied to multiple dwelling units, commercial buildings, and other structures that have long setbacks or challenges that prevent or delay fire operations, suppression, and aerial truck operations. More specifically, the Fire Code referenced in section 503 (20 Feet Wide access road) is required in new projects and developments and is applied on certain occupancy types, however, the Authority Having Jurisdiction (Edina Fire Department) reviews each project individually to ensure the fire department vehicles can setup and operate during in an emergency and makes considerations on each application which may reduce or increase requirements based on department need during a response. Staff from the Fire Department consulted with the Engineering Department on the Concord project ahead of the April 2nd Council Meeting and had no concerns about the project as designed, however, the communication provided to a resident regarding fire code, from staff at Edina Fire, which didn’t directly apply to a single-family home created confusion for residents and council members. The width of the roadway is most important when considering aerial operations. This is due to the size of the outriggers which support the vehicle during aerial operations. These outriggers are commonly placed on the roadway as the road surface and sub-surface is designed to meet the load and weight requirements of the vehicle. Although the design of the sidewalk could be rated to support the ladder truck, Edina Fire Department would not recommend utilizing the sidewalk for fire department operations. Designing the REPORT / RECOMMENDATION Page 2 sidewalk to support outriggers would be an atypical design and not consistent with the rest of the community. The roadway width as designed is sufficient for aerial operations at a single-family home. The Edina Fire Department has no concerns with the proposed project in relation to Fire Code or fire department operations. The design guidelines from the Living Street Plan 2015 continue to meet and or exceed the requirements for the fire department to operate during an emergency in the neighborhoods for which the street is designed. EdinaMN.gov Concord B and C Neighborhood Roadway Reconstruction BA-465 Petition Response –Sidewalk and Fire Code April 16, 2024 Petition Received –April 2, 2024 The petition is requesting 4 Items. 1.Direct City Staff to modify plans A.Refrain from installation of a shared use path or B.Any facility at all, 2.If a facility is determined necessary, direct staff to install a 5-ft elevated sidewalk A.Directly adjacent to the roadway with no boulevard and B.Maintain the facility 3.Confirm whether one-sided parking is necessary, and if so, consider the east side of Concord Ave 4.For the sake of due process, direct staff to share design plans with residents, send letters to this acutely impacted and halt construction until resident concerns are resolved. Concord Ave Recommendation: 24’ road width, one-sided parking, 5’ concrete with 5-ft grass boulevard West side East side Snow storage, buffer from vehicles, storm water management, industry standards. Fire Code Review •Definition: Fire Apparatus Access Road – multiple dwelling , commercial bldgs •Authority Having Jurisdiction – Edina Fire Department •Operations and Public Safety – Global Review •Living Streets Plan 2015 – Fire Department on Committee Concord Ave Existing: 30’ road width, two-sided parking Recommendation: 24’ road width, one-sided parking, 5’ concrete with 5-ft grass boulevard West side West side East side East side Snow storage, buffer from vehicles, storm water management, industry standards. Date: April 16, 2024 Agenda Item #: IX.D. To:Mayor and City Council Item Type: Report / Recommendation From:Addison Lewis, Community Development Coordinator Item Activity: Subject:Ordinance No. 2024-02: Accessory Dwelling Units Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Motion to approve first reading of Ordinance No. 2024-02 regarding accessory dwelling units. If there are no changes to the ordinance, Council may waive second reading. INTRODUCTION: Accessory dwelling units (ADUs) have been identified in several of Edina's guiding documents, including the Comprehensive Plan, Climate Action Plan and the Affordable Housing Strategy Task Force Report as a potential tool to further housing and sustainability goals. See attached "Support for ADUs in City Guiding Documents". As such, the Edina P lanning Commission's 2022 and 2023 work plans included the directive to "review and recommend changes to city ordinances regulating Accessory Dwelling Units". Staff and a sub-committee of the Planning Commission met numerous times in 2022 to research ADUs and how other cities regulate them. T he ordinances of more than 20 other communities were reviewed. The information was presented to the full Planning Commission at their Nov. 16, 2022, work session. At their Jan. 11, 2023, meeting, the Planning Commission approved an Advisory Communication recommending that the City Council direct staff and the P lanning Commission to draft an ordinance allowing ADUs. T he Planning Commission's recommendation was presented to the City Council on Feb. 7, 2023, meeting. At the May 16, 2023, City Council work session, Council provided feedback to staff and the Planning Commission to continue with developing recommended zoning changes for ADUs and to collect community input. Feedback was gathered from the community using an online survey. Two resident focus group sessions were also held to have deeper conversations regarding ADUs in Edina. The Planning Commission held four work sessions on Oct. 25, Nov. 15, and Dec. 13, 2023, and Jan. 10, 2024, to review the survey results and develop the framework for the proposed ordinance. Based on the research completed and feedback received, a draft ordinance was prepared for consideration. At the Mar. 13, 2024, Planning Commission meeting, the Planning Commission voted unanimously to recommend approval of the proposed ordinance with the deletion of provision 36-439, 2, g. which states "accessory dwelling units shall be constructed on a frost protected foundation". Staff is comfortable with the deletion from the zoning code as frost protection is addressed in the building code. ATTACHMENTS: Description Ordinance No. 2024-02: Accessory Dwelling Units Staff Memo to Planning Commission, March 13, 2024 ADU Survey Results Support for ADUs in City Guiding Documents Accessory Dwelling Unit Ordinance Presentation - April 2, 2024 Accessory Dwelling Unit Ordinance Presentation - April 16, 2024 Better Together Public Input Report Existing text – XXXX Stricken text – XXXX Added text – XXXX 1 ORDINANCE NO. 2024-02 AN ORDINANCE AMENDMENT REGARDING ACCESSORY DWELLING UNITS The City Council Of Edina Ordains: Section 1. Chapter 36, Article I – IN GENERAL is amended as follows: Sec. 36-10 Definitions Accessory Dwelling Unit means a dwelling unit located on the same parcel as a principal residential building to which it is accessory. Section 2. Chapter 36, Article III – Site Plan Review is amended as follows: Sec. 36-124. Exceptions. Except in those cases specifically cited within this chapter, the following shall be exempt from the foregoing requirements of this chapter: (1) Construction or alteration of a single-family or two-family residential building, accessory dwelling unit or accessory building; Section 3. Chapter 36, Article VIII, Division 2 of the Edina City Code is amended as follows: DIVISION II. SINGLE DWELLING UNIT DISTRICT Sec. 36-433. Principal uses. The principal uses permitted in the Single Dwelling Unit District (R-1) are as follows: (1) Buildings containing not more than one dwelling unit, including attached garages, except that the building may also contain an accessory dwelling unit pursuant to this chapter. Sec. 36-435. Accessory uses. Accessory uses permitted in the Single Dwelling Unit District (R-1) are as follows: (1) The following accessory uses are permitted on the same lot as a single dwelling unit building: j. Accessory dwelling units subject to the requirements of this Chapter. Sec. 36-438. Requirements for building coverage, impervious surface lot coverage, setbacks and height. Commented [AML1]: Dwelling Unit is defined as: one or more rooms connected together, but which is or are separated from all other rooms in the same building, which room constitutes, or rooms constitute, a separate, independent unit with facilities for cooking, sleeping and eating, and used for residential occupancy. A room or rooms shall be deemed to be a dwelling unit if it contains or they contain facilities for cooking, sleeping and eating, if it or they can be separated from all other rooms in the same building, if access can be gained without entering or passing through any living space of another dwelling unit, and if it is or they are used for residential occupancy. If a dwelling unit has an attached garage, then the attached garage is deemed a part of the dwelling unit. Commented [AML2]: This is intended to exempt an ADU from the Site Plan Review process in Article III of the Zoning Ordinance, similar to single-family and two-family residential buildings. Commented [AML3]: This is to avoid a conflict with allowing ADUs to be internal or attached to the primary dwelling. Commented [AML4]: This would make ADUs a permitted accessory use, subject to the provisions outlined. Existing text – XXXX Stricken text – XXXX Added text – XXXX 2 (3) Setbacks. Front Street Side Street Interior Side Yard Rear Yard 5. Buildings and structures accessory to single dwelling unit buildings: a. Detached garages, tool sheds, greenhouses and garden houses entirely within the rear yard, including the eaves. 30′** 15′ 3′ 3′ b. Detached garages, tool sheds, greenhouses and garden houses not entirely within the rear yard. 30′** 15′ 5′ 5′ c. Detached accessory dwelling units 18 feet in height or less. 30’** 15’ 5’ 5’ d. Detached accessory dwelling units over 18 feet but not more than 25 feet in height. 30’** 15’ Same as required for principal building. 12’ except that the setback may be reduced to 5’ when abutting an alley. ce. Unenclosed decks and patios. 30′** 15′ 5′ 5′ df. Swimming pools, including appurtenant equipment and required decking. 30′** 15′ 10′ 10′ eg. Tennis courts, basketball courts, sports courts, hockey and skating rinks, and other similar recreational accessory uses including appurtenant fencing and lighting. 30′** 15′ 5′ 5′ fh. All other accessory buildings and structures. 30′** 15′ 5′ 5′ gi. Window wells. NA NA 3′ NA Existing text – XXXX Stricken text – XXXX Added text – XXXX 3 (Window wells are exempt from the side yard setback requirement on one side.) (4) Height. 1. Single dwelling unit buildings and attached structures accessory thereto. 2½ stories. For maximum height see 4. below. 2. Detached accessory dwelling units setback at least 5 feet from side and rear lot lines. 1½ stories or 18 feet whichever is less. 3. Detached accessory dwelling units meeting the required principal building side yard setback and a 12-foot rear yard setback, except that only a 5-foot setback is required from an alley right-of-way. 2 stories or 25 feet whichever is less. 24. Other Bbuildings and structures accessory to single dwelling unit buildings, but not attached thereto. 1½ stories or 18 feet whichever is less. 35. All other buildings and structures. 3 stories or 40 feet whichever is less. 46. The maximum height to the highest point on a roof of a single or double dwelling unit shall be 30 feet. For lots that exceed 75 feet in width, the maximum height to the ridge line shall be 35 feet, and the maximum height may be increased by one inch for each foot that the lot exceeds 75 feet in width. In no event shall the maximum height exceed 40 feet. Sec. 36-439. Special requirements. (2) One dwelling unit per single dwelling unit lot. No more than one dwelling unit shall be erected, placed or used on any lot unless the lot is subdivided into two or more lots pursuant to chapter 32. Accessory dwelling units shall comply with the following: a. Accessory dwelling units shall only be permitted on lots where the principal use is a single dwelling unit building. b. There shall be no more than one (1) accessory dwelling unit permitted per lot. c. Accessory dwelling units may be attached to, detached from, or internal to a single dwelling unit building. Accessory dwelling units must be fully Existing text – XXXX Stricken text – XXXX Added text – XXXX 4 separated from the principal dwelling unit by means of a wall or floor and have a separate entrance than the principal dwelling unit. The separating wall may have a door connecting the accessory dwelling unit to the principal dwelling unit. d. The accessory dwelling unit shall not be sold independently of the principal dwelling unit and may not be a separate tax parcel. e. Rental of either the accessory dwelling unit or principal dwelling unit requires a rental license pursuant to Chapter 10 of the City Code. Only one unit (either the accessory dwelling unit or principal dwelling unit) may be rented at one time. f. Accessory dwelling units shall not exceed 1,000 square feet of floor area except that an accessory dwelling unit located within an existing basement of a single dwelling unit building may occupy the entire basement. g. Accessory dwelling units shall be constructed on a frost protected foundation. h. The accessory dwelling unit and principal dwelling unit must comply with all current Minnesota Residential Code provisions. i. The accessory dwelling unit must be connected to municipal sewer and water. Connections for water and sanitary sewer shall be provided from service lines shared with the principal dwelling unless otherwise approved by the Public Works Director. j. Accessory dwelling units that are attached or internal to the single dwelling unit building shall be subject to the following: i. Shall abide by the height and setback requirements for the single dwelling unit building. ii. The creation of the accessory dwelling unit shall not result in additional entrances facing the public street. iii. Exterior stairs leading to an accessory dwelling unit are not allowed on the front of the single dwelling unit building. k. Accessory dwelling units that are detached from the single dwelling unit building shall be subject to the following: i. Shall be located behind the rear building line of the single dwelling unit building. ii. Rooftop decks are not permitted. Section 2. This ordinance is effective ___________. First Reading: Second Reading: Published: ATTEST: __________________________ _____________________________ Existing text – XXXX Stricken text – XXXX Added text – XXXX 5 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 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 Ordinance was duly adopted by the Edina City Council at its Regular Meeting of ___________________, 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 March 13, 2024 Planning Commission Addison Lewis, Community Development Coordinator Accessory Dwelling Unit Ordinance Information / Background: The Planning Commission’s 2022 and 2023 Work Plans included the directive to review and recommend an ordinance for accessory dwelling units (ADUs). ADUs have been identified in several of Edina’s guiding documents, including the Comprehensive Plan, the Climate Action Plan, and the Affordable Housing Strategy Task Force Report, as a potential tool to further housing and sustainability goals (see attached “Support for ADUs in City Guiding Documents”. City Staff and a sub-committee of the Planning Commission (Chair Bennet and Commissioners Smith and Miranda) met numerous times over 2022 to research ADUs and how other cities regulate them. The ordinances of more than 20 other communities were reviewed. The information was presented to the full Planning Commission at their November 16, 2022, work session. At their January 11, 2023, meeting, the Planning Commission approved an Advisory Communication recommending that the City Council direct staff and the Planning Commission to draft an ordinance allowing ADUs. The Planning Commission's recommendation was presented to the City Council at their February 7, 2023, meeting. At the May 16, 2023, City Council work session, Council provided feedback to staff and the Planning Commission to continue with developing recommended zoning changes for accessory dwelling units and to collect community input on the topic. The City gathered feedback from the community using an online survey. Two resident focus group sessions were also held to have deeper conversations regarding ADUs in Edina. The Planning Commission held four work sessions on October 25, 2023, November 15, 2023, December 13, 2023, and January 10, 2024, to review the survey results and develop the framework for the proposed ordinance. Based on the research completed and feedback received, a draft ordinance has been prepared for consideration. STAFF REPORT Page 2 What is an ADU? An ADU is a self-contained residential unit with its own living room, kitchen, and bathroom on the same parcel as a single-family dwelling. An ADU can be located within, attached to, or detached from the main residence. ADUs may be known by many other names, such as accessory apartment, backyard cottage, coach house, granny flat, guest house, in-law suite, and secondary dwelling unit among others. They have existed for decades in many older cities, but most modern zoning ordinances have prohibited them until recently. As the housing crisis has intensified, many cities nationwide have amended their zoning ordinances to allow ADUs. There are at least 25 other Twin Cities communities allowing ADUs includes Apple Valley, Blaine, Bloomington, Burnsville, Crystal, Eagan, Fridley, Golden Valley, Hopkins, Inver Grove Heights, Lakeville, Long Lake, Minneapolis, Minnetonka, Mounds View, Orono, Plymouth, Richfield, Roseville, Shoreview, Stillwater, St. Louis Park, St. Paul, Wayzata and White Bear Lake. Benefits of ADUs Several benefits associated with ADUs have been identified, including but not limited to: • Flexibility for homeowners to meet the needs of their family, including the option for multigenerational living, aging in place and caring for someone in a semi-independent living situation, such as an elderly parent or person with special needs. • Meeting a growing need for housing for smaller households, including childless couples, single professionals and empty nesters. • Compatibility with single-family neighborhoods. Most cities require the appearance of a single-family neighborhood be maintained by restricting the location of second entrances and exterior stairways and requiring detached units be located in rear yards. • A more affordable housing type not requiring subsidy. According to AARP, ADUs can be built for as little as one-third the cost of a traditional multi-family unit of the same size and with comparable amenities. • If rented, can provide homeowners with extra income to help meet rising homeownership costs. Source: AARP STAFF REPORT Page 3 Overview of Proposed Ordinance The following are the key components of the proposed ADU ordinance. • Location – ADUs would be allowed only on properties with a single-family home. • Number – No more than one ADU would be allowed per property. • Type – The ordinance would allow internal, attached and detached ADUs. • Permitting – The ordinance would allow ADUs to be permitted by-right (assuming they comply with all requirements) rather than requiring a conditional use permit. This lessens the burden on homeowners seeking to build an ADU and ensures that permitting is based on objective standards. • Occupancy – Either the ADU or primary home may be rented at one time but not both. A rental license is required to rent either unit. An ADU may not be used as a short-term rental, as they are not allowed anywhere within the City of Edina. • Ownership – The ADU may not be sold independently from the primary home or create a separate tax parcel. • Size – The maximum size for an ADU is 1,000 square feet, which is consistent with the existing maximum for detached accessory buildings. Properties where an ADU is proposed are still subject to building and impervious surface coverage maximums, which may further restrict the size of an ADU. The ordinance allows an exception for ADUs proposed within an existing basement to exceed the 1,000 square foot maximum. There is no minimum size requirement for an ADU, though, a minimum size would be indirectly applied through the Building Code. • Design – Some design requirements are imposed to maintain the appearance of a single-family property. For example, for an attached/internal ADU, the ADU may not result in an additional entrance facing the street. • Construction – ADUs must be built to the standards of the Minnesota Residential Code. • Setbacks and Height – For detached ADUs up to 1½ stories or 18 feet, a 5-foot side and rear yard setback is required. This is consistent with what is currently allowed for detached accessory buildings. To allow for ADUs above a detached garage, a height of up to 2-stories or 25 feet is permitted if the principal structure side yard setback and a 12-foot rear yard setback are met. If the property is abutting an alley, only a 5-foot setback is required from the alley right-of-way. Detached ADUs must be located behind the rear building line of the principal structure. Attached and internal ADUs must comply with the same height and setback requirements as the principal structure. • Parking – Additional parking is not specifically required for an ADU; however, existing restrictions for on-street parking dictate that any needed parking must be provided on the property. Staff Recommendation Staff recommends approval of the proposed ordinance. ADU Survey SURVEY RESPONSE REPORT 30 January 2019 - 10 October 2023 PROJECT NAME: Accessory Dwelling Units SURVEY QUESTIONS ADU Survey : Survey Report for 30 January 2019 to 10 October 2023 Page 1 of 23 Q1 Do you currently own a single-family home in Edina? 129 (94.9%) 129 (94.9%) 7 (5.1%) 7 (5.1%) Yes No Question options Mandatory Question (136 response(s)) Question type: Dropdown Question ADU Survey : Survey Report for 30 January 2019 to 10 October 2023 Page 2 of 23 Q2 What is your age range? 26 (19.4%) 26 (19.4%) 31 (23.1%) 31 (23.1%) 38 (28.4%) 38 (28.4%) 39 (29.1%) 39 (29.1%) 0 (0.0%) 0 (0.0%) 0 (0.0%) 0 (0.0%) 35-44 45-54 55-64 65+Under 25 25-34 Question options Optional question (134 response(s), 2 skipped) Question type: Dropdown Question ADU Survey : Survey Report for 30 January 2019 to 10 October 2023 Page 3 of 23 Q3 If ADUs were allowed in Edina, I would consider adding one to my property. 51 (37.5%) 51 (37.5%) 26 (19.1%) 26 (19.1%) 47 (34.6%) 47 (34.6%) 12 (8.8%) 12 (8.8%) Agree Neutral Disagree Don't know Question options Mandatory Question (136 response(s)) Question type: Dropdown Question ADU Survey : Survey Report for 30 January 2019 to 10 October 2023 Page 4 of 23 Q4 What reasons would motivate you to build an ADU? Please check all that apply. Permanent housing for another family member or friend Permanent housing for me Provide a place for family/friends to stay when visiting Supplemental rental income Other (please specify) Question options 5 10 15 20 25 30 35 40 45 40 17 36 22 3 Optional question (50 response(s), 86 skipped) Question type: Checkbox Question ADU Survey : Survey Report for 30 January 2019 to 10 October 2023 Page 5 of 23 Q5 Either the ADU or primary home should be required to be owner-occupied. 72 (52.9%) 72 (52.9%) 30 (22.1%) 30 (22.1%) 17 (12.5%) 17 (12.5%) 14 (10.3%) 14 (10.3%)2 (1.5%) 2 (1.5%)1 (0.7%) 1 (0.7%) Strongly agree Agree Neutral Disagree Strongly disagree Don't know Question options Mandatory Question (136 response(s)) Question type: Dropdown Question ADU Survey : Survey Report for 30 January 2019 to 10 October 2023 Page 6 of 23 Q6 A minimum of one off-street parking space, in addition to what is required for a single- family home, should be required for an ADU. 45 (33.1%) 45 (33.1%) 27 (19.9%) 27 (19.9%) 33 (24.3%) 33 (24.3%) 25 (18.4%) 25 (18.4%) 5 (3.7%) 5 (3.7%)1 (0.7%) 1 (0.7%) Strongly agree Agree Neutral Disagree Strongly disagree Don't know Question options Mandatory Question (136 response(s)) Question type: Dropdown Question ADU Survey : Survey Report for 30 January 2019 to 10 October 2023 Page 7 of 23 Q7 ADUs should be required to match the primary home in terms of appearance rather than allowing flexibility in materials, colors, or roof style/pitch. 44 (32.4%) 44 (32.4%) 28 (20.6%) 28 (20.6%) 28 (20.6%) 28 (20.6%) 31 (22.8%) 31 (22.8%) 5 (3.7%) 5 (3.7%)0 (0.0%) 0 (0.0%) Strongly agree Agree Neutral Disagree Strongly disagree Don't know Question options Mandatory Question (136 response(s)) Question type: Dropdown Question ADU Survey : Survey Report for 30 January 2019 to 10 October 2023 Page 8 of 23 Q8 I would support allowing ADUs in Edina. 69 (50.7%) 69 (50.7%) 29 (21.3%) 29 (21.3%) 6 (4.4%) 6 (4.4%) 24 (17.6%) 24 (17.6%) 7 (5.1%) 7 (5.1%)1 (0.7%) 1 (0.7%) Strongly agree Agree Neutral Disagree Strongly disagree Don't know Question options Mandatory Question (136 response(s)) Question type: Dropdown Question ADU Survey : Survey Report for 30 January 2019 to 10 October 2023 Page 9 of 23 Q9 I would support allowing interior ADUs. (A separate unit within the primary home, typically within a basement or attic) 68 (50.0%) 68 (50.0%) 43 (31.6%) 43 (31.6%) 8 (5.9%) 8 (5.9%) 10 (7.4%) 10 (7.4%)6 (4.4%) 6 (4.4%)1 (0.7%) 1 (0.7%) Strongly agree Agree Neutral Disagree Strongly disagree Don't know Question options Mandatory Question (136 response(s)) Question type: Dropdown Question ADU Survey : Survey Report for 30 January 2019 to 10 October 2023 Page 10 of 23 Q10 I would support allowing attached ADUs. (A separate unit built as an addition to the primary home) 61 (44.9%) 61 (44.9%) 38 (27.9%) 38 (27.9%) 12 (8.8%) 12 (8.8%) 15 (11.0%) 15 (11.0%) 9 (6.6%) 9 (6.6%)1 (0.7%) 1 (0.7%) Strongly agree Agree Neutral Disagree Strongly disagree Don't know Question options Mandatory Question (136 response(s)) Question type: Dropdown Question ADU Survey : Survey Report for 30 January 2019 to 10 October 2023 Page 11 of 23 Q11 I would support allowing detached ADUs. (A separate unit that is built as a standalone structure) 59 (43.4%) 59 (43.4%) 28 (20.6%) 28 (20.6%) 9 (6.6%) 9 (6.6%) 26 (19.1%) 26 (19.1%) 14 (10.3%) 14 (10.3%)0 (0.0%) 0 (0.0%) Strongly agree Agree Neutral Disagree Strongly disagree Don't know Question options Mandatory Question (136 response(s)) Question type: Dropdown Question ADU Survey : Survey Report for 30 January 2019 to 10 October 2023 Page 12 of 23 Q12 I would support allowing ADUs above a detached garage. (A separate unit that is built above a detached garage) 66 (48.5%) 66 (48.5%) 40 (29.4%) 40 (29.4%) 6 (4.4%) 6 (4.4%) 16 (11.8%) 16 (11.8%) 8 (5.9%) 8 (5.9%)0 (0.0%) 0 (0.0%) Strongly agree Agree Neutral Disagree Strongly disagree Don't know Question options Mandatory Question (136 response(s)) Question type: Dropdown Question ADU Survey : Survey Report for 30 January 2019 to 10 October 2023 Page 13 of 23 Q13 Would you like to participate in an ADU focus group or interview? 47 (34.6%) 47 (34.6%) 89 (65.4%) 89 (65.4%) Yes No Question options Mandatory Question (136 response(s)) Question type: Dropdown Question ADU Survey : Survey Report for 30 January 2019 to 10 October 2023 Page 14 of 23 Screen Name Redacted 7/21/2023 08:15 AM The city might want to come up with some preapproved ADU plans such as is done in Seattle. The plans could have exterior facades frequently found in Edina. If owner occupied is required, this should be only for the initial approval so as not to limit the sale and use of the property in the future. The city should allow spec builders who intend to sell to an owner occupant to include an ADU in their design and development of a property. The ADU should be licensed and treated as any other rental in Edina except if it is owner or co-owner occupied. Screen Name Redacted 7/21/2023 12:38 PM While I agree ADUs should be allowed, creating the policy around how they are achieved will be critical. For instance, not every site allows for parking, other than off-site (on the street), which i would not support. parking will be one of the bigger questions to address. Screen Name Redacted 7/26/2023 10:38 AM Have several concerns about ADUs especially related to small lots and parking. Parking: our residential streets are looking more and more like parking lots which has conflicting consequences, especially during Minnesota's long winter months and needed snow removal. The language allowing ADUs must be very clear with little flexibility and strictly followed. Screen Name Redacted 7/26/2023 12:54 PM ADUs will be a vital option for families with aging parents, to allow them to have independence, yet be close to family. As Minnesota's aging population grows, it will be increasingly important to have a wider range of housing options for them. Screen Name Redacted 7/26/2023 12:55 PM No ADUs! Stop destroying the Edina qulaity of life. Screen Name Redacted 7/26/2023 01:23 PM I hope the City of Edina will consider adopting the Accessory Dwelling Units to solve our housing shortage and cultural changes in our area? I look forward to the City of Edina meeting the housing and sustainability goals (and follow past guided documents) by passing ADU’s in Edina. Screen Name Redacted 7/26/2023 02:01 PM No more making Edina a giant piece of concrete with all these high rises and affordable housing units. The cut through traffic in our neighborhoods is ruining our once wonderful quiet Edina. Q14 Is there anything else you would like to share with us related to ADUs? ADU Survey : Survey Report for 30 January 2019 to 10 October 2023 Page 15 of 23 Screen Name Redacted 7/26/2023 02:52 PM Thank you for considering this option. With the pandemic, we've all witnessed how life requirements can change for ourselves, our families, our neighbors. Having the flexibility to create multi-family housing for multi-generational homes or ways to earn income is clearly a need as our communities age. Screen Name Redacted 7/26/2023 08:36 PM ADU' s make sense to allow families to have other family members/ friends to have independence and have access to support. Many lots in Edina have space for an ADU as a separate unit or part of existing unit. It's basically an addition. Many homes are over 5000- 8000 square feet of primary housing. Other homes have only 2000-3000 square feet and an ADU is an excellent option for more living space on the property. Screen Name Redacted 7/27/2023 08:15 AM Edina has an increasing number of single family home properties that are becoming rentals. A number of these rentals (two on our block already) are home to a number of families. Even though the "rules" are that you have to be from the same family, that is clearly not the case. Over time, this is going to reduce property values. An owner has a vested interest in maintaining their property. When renting, an owner's interest is in receiving income on his/her investment. One could argue that they also want to keep up the property but that does not appear to be the current norm considering the rental properties we have seen. Adding an ADU only exacerbates this problem. If we want to add population, the City has clearing given the green light to numerous apartment/condo projects and those that want an affordable option for a number of occupants can go in that direction. That is certainly a better alternative than 2+cars on the street coupled with 4-6 in the driveway and two on the grass. In addition, multiple occupants create more garbage and recycling which often overflows and on windy days, blows down the street. Please drop this idea of ADU's. Our town is experiencing enough slide in neighborhood quality of life. Screen Name Redacted 7/27/2023 02:23 PM In home senior living is a huge issue. My current home where my 83 yr old father resides has a 1962 build with many stairs. Providing him with a ADU set up for his aging needs would be overwhelming helpful. I do not believe this will allow us to participate but for my aging it may. Please pass!! Screen Name Redacted 7/29/2023 10:29 AM A lot to be learned. How is this working in other communities. Pros/cons ADU Survey : Survey Report for 30 January 2019 to 10 October 2023 Page 16 of 23 Screen Name Redacted 8/02/2023 07:41 PM I am supportive of ADUs in Edina. For detached ADUs, I would like to know that there are setback requirements such that an ADU couldn't be build right up to or against the property lot line. Additionally, I think there should be some clear parameters on size so that the detached units wouldn't look out of proportion to the primary home. Screen Name Redacted 8/03/2023 04:58 AM Design is everything in this case. If the effort is to squeeze out additional income then the quality, design and durability may well suffer and the impact on the neighborhood can be detrimental. The potential projects must always require conditional use permits with design oversight. Screen Name Redacted 8/03/2023 12:28 PM I think ADUs should be allowed because it will build density within areas of single family zoning ( 93% of residential land use). Higher density will support sustainability with public transit. It will also provide more affordable options for single or downsizing households. Screen Name Redacted 8/04/2023 02:38 PM Is a great option for a family that has an aging parent who they want closer and those who like multi generational living. It is also a space for visiting family, a nanny or a caregiver who lives on site. Also, after a divorce, if conditions are right, it makes co parenting more available. In a neighborhood where all the adults are working, having a retired adult present during the day proviides security and potentially allows letting in service people to do deliveries and home repairs. It makes neighborhoods more multigenerational and keeps elders out of expensive facilities that bankrupt them. There are many, many benefits most people would not understand. Zoning detail is need, but the NIMBYs need to realize they do not have a veto over how others develop their property within code. Screen Name Redacted 8/04/2023 03:44 PM While we should do much, much more to relax zoning and eliminate exclusive single family zoning, the extremely small step of allowing ADUs of any sort and without parking requirements should be easy to say yes to. Screen Name Redacted 8/04/2023 03:53 PM Concerned how impervious surface, utilities, setbacks, and building heights would be altered if ADU’s were free standing on city size lots. Free standing ADU’s should not change the character of SF zoned residential. If allowed as rental units should follow city building code, be inspected and registered/taxed as additional homestead. Limit the number of ADU’s allowed on a block/neighborhood? Prohibit use as VRBO. To ensure compliance city should modify 30 day occupancy to ADU Survey : Survey Report for 30 January 2019 to 10 October 2023 Page 17 of 23 6 month occupancy. ? Does the city currently enforce existing 30 day rules? How many non registered ADU’s currently exist in Edina? Two homes in my neighborhood in the 1990’s rented their basement ( walk out) to a non relatives. (No longer a practice). Screen Name Redacted 8/04/2023 08:55 PM I used to live in Seattle and they allow all of this Screen Name Redacted 8/05/2023 07:04 AM ADUs rented should have requirements as other rentals Screen Name Redacted 8/07/2023 03:12 PM Regarding parking, I am assuming that the requirement to have an off-street parking place could be met by parking the additional car in a driveway. I would prefer that there be no specific requirement for parking other that any existing space lost due to construction of the ADU must be replaced (or satisfied by permitted driveway parking) I support having ADUs be governed by the same requirements that apply to the existing SFH on the property for: Height, setbacks, occupancy, rentals, appearance, entrance orientation, permitting process, neighborhood character. The lot coverage limit should be whatever exists for the lot with no new special requirement. I support having no density restrictions. I support permitting in all residential zones including R1, R2. I support having no special fees for ADUs and discounting permit fees as a way to encourage construction. I support having no size requirements (with the minimum set by livability requirements (separate entrance, kitchen/kitchenette, bathroom, living/sleeping area). I support allowing the ADU to use existing water and sewer capacity (unless there is a specific issue created by the ADU). I believe the addition of an ADU should not trigger a full reassessment of the house for taxes, just a determination of the value added by the ADU. I support offering funding programs for ADUs. designed to be affordable per the City's affordable housing definitions. Screen Name Redacted 8/08/2023 06:25 AM I support tiny houses specifically and any rezoning or changes of ordinances to make them more prevalent. Screen Name Redacted 8/08/2023 12:15 PM I think these make sense to allow. Because those occupying the ADU may be college students or elderly, I don't think off-street parking should be a blanket requirement. I don't think ADUs will do much to address the shortage of housing, but everything helps, and allowing more density can only help the environment. ADU Survey : Survey Report for 30 January 2019 to 10 October 2023 Page 18 of 23 Screen Name Redacted 8/08/2023 04:44 PM I error on the side of allowing property owners more rights with their land. All these restrictions and rules have a tendency to backfire. Screen Name Redacted 8/09/2023 10:51 AM A lot of this depends on the use made of the ADU. If used by the primary homeowner, parking, for example, would not be an issue. But it would be a huge issue for a rental. Would need to know the proposed changes to the zoning ordinance - these would greatly affect neighbors. Screen Name Redacted 8/09/2023 12:06 PM Generally I am in Vad or of this. But how would churches in Edina that are zoned as R1 be affected by this potential new ordinance? Would they have the right to add in multiple brand new units? It looks like that would be the case if that’s what the new ordinance would allow. I think the Edina public will generally be OK with ADUs, especially in an existing house/garage or as a reasonably sized add- on, but that it should be separated in the ordinance if a true residence/house adds an ADU vs a Church or other entity zoned as R1. If this ordinance was passed, many ADUs could be added on empty Church land which would change the ‘unique charm’ of each neighborhood. Screen Name Redacted 8/09/2023 12:16 PM I would seriously oppose using this type of ordinance, if approved, to jam any (1) New building onto grandfathered properties that do not have current R1 status or (2) Allow any construction of multiple ADUs on the same property. Screen Name Redacted 8/10/2023 12:44 PM I live across the street from my parents and although it’s not the same as an adu the value in multigenerational housing is a special gift. That being said I think a key factor in allowing adus is that one unit must be owner occupied and perhaps receive the blessing from at least one adjacent property owner. I think a size limit to the adu would also be important and a sustainability requirement as you don’t want the adu taking up so much space that there’s no longer space for ground water. Screen Name Redacted 8/11/2023 01:45 AM Lot sizes and residential density vary greatly in Edina. ADU regulations should include lot coverage and setbacks. Screen Name Redacted 8/11/2023 07:53 AM I agree with the overall concept as long as the alteration/addition is compliant with aesthetics of the home and neighborhood. Thanks ADU Survey : Survey Report for 30 January 2019 to 10 October 2023 Page 19 of 23 Screen Name Redacted 8/11/2023 10:57 AM None Screen Name Redacted 8/11/2023 01:47 PM If ADU’s are allowed in nearby communities then residents have the option to move to a nearby community and build an ADU. This is why it is not needed in Edina. Screen Name Redacted 8/12/2023 08:13 AM Edina needs affordable options especially as the population ages Screen Name Redacted 8/13/2023 08:44 PM Please shorten/simplify the permitting process. Let’s help this work well! Screen Name Redacted 8/14/2023 04:30 PM Stop ruining our city Screen Name Redacted 8/15/2023 07:43 AM ADUs allow for multi-generational families and/or caretakers to live in proximity but with some degree of privacy. The also increase density with a smaller footprint than apartments which are not zoned for 93% of Edina. ADUs could allow seniors to stay in their neighborhoods/own homes. Make permitting process straightforward and simple if Edina wants to support ADUs, permitting in all residential zones. Screen Name Redacted 8/15/2023 07:09 PM ADU are a good option that will allow the city to comply with its affordable housing goal as well as with their climate action plan, since it needs to increase density in order to reduce VMT and reduce GHG. Screen Name Redacted 8/16/2023 05:57 AM This would be excellent for aging parents or children with chronic illnesses (like Long Covid) that can not work or earn enough for independent apartment rent. Screen Name Redacted 8/16/2023 06:36 AM I would like to see further research that indicates the impact of ADUs on the environment, housing supply, traffic, and lastly how Edina will manage and tax these units. Screen Name Redacted 8/16/2023 07:02 AM ADUs are important but unlikely to have huge impact in Edina given its sprawling nature. Instead, the city should allow multi family dwellings on any lot by right and streamline building reviews/processes with a focus on reducing time and cost. ADU Survey : Survey Report for 30 January 2019 to 10 October 2023 Page 20 of 23 Screen Name Redacted 8/16/2023 09:36 AM I would like to consider building one for my family. Screen Name Redacted 8/16/2023 10:12 AM Great idea, sorely needed. Screen Name Redacted 8/16/2023 05:20 PM I think a specific headcount of dwellers allowed per ADU should be enforced. Screen Name Redacted 8/16/2023 05:54 PM ADU's are already allowed in virtually all our surrounding cities, and farther out suburbs like Wayzata. We should look at their ordinances, problems and successes, in writing our ordinance. There are many positive reasons and the few potential issues can be minimized or solved. Screen Name Redacted 8/16/2023 08:25 PM Please no Screen Name Redacted 8/17/2023 04:26 PM Concerns: (1) Where are the extra cars going to be parked? More cars on streets will make it more difficult for snowplows to do their job. I don’t want Edina streets to be like Minneapolis streets in the winter. (2) Where will ADU occupants going to go during a tornado warning? Only the internal ADUs in basements avoid unsafe conditions in this regard. (3) Changing the ordinance will just make the rich richer because it will increase property values. The land owner will benefit, but nonlandowners will have to pay more to be a property owner. Screen Name Redacted 8/17/2023 07:49 PM An ADU is not a structure that many people would want on their property. Re-take your survey that showed 60+ percent approved of the concept. I was not aware of that survey. Please don't push through this concept because the majority of the Council members think it's a trendy good idea. Homeowners also want the privacy of their own "castle". Edina does not have to emulate Mpls. in so many ways. I did not choose to live in a mini-Mpls. I'm seriously considering moving out of Edina at some point in time. Screen Name Redacted 8/19/2023 10:00 AM Our city is already what I consider overpopulated. We are opposed to this change Screen Name Redacted 8/20/2023 06:19 AM 1. Can the City offer any guidance as to how an ADU would affect property taxes? Property taxes are already quite high in Edina, so ADU Survey : Survey Report for 30 January 2019 to 10 October 2023 Page 21 of 23 much so that it makes it difficult for retired and fixed-income families to remain part of the city. 2. Would all existing building codes and zoning (with the exception of allowing ADUs) apply to ADUs? Screen Name Redacted 8/20/2023 02:16 PM Making ADUs available in a way that is both responsible and reasonable (i.e., carefully designed, appropriate guidelines that assure every ADU blends well both with the existing home and, more generally, the immediate neighborhood) offers an excellent option to aging members of our community who have families or friends who are able and willing to support them in this impactful, important way. Screen Name Redacted 8/20/2023 04:33 PM The whole tenor of the introduction is slanted toward the concept. It gives an impression that input is really not going to be considered. Screen Name Redacted 8/21/2023 06:35 PM My answer to number 13 is maybe, would depend on timing and location etc. Thanks! Screen Name Redacted 8/22/2023 11:11 PM The availability of this type of housing would have been wonderful for my family years ago for my grandparents. I can think of no reason why they should not be acceptable if there is sufficient land/space to build one. Edina has been far behind the times in providing affordable housing - this would be a fantastic option for those who want to stay in Edina but need flexibility, convenience and the ability to stay close to the unique area that is our suburb. Screen Name Redacted 8/23/2023 10:33 AM Since moving to Edina, we've seen our backyard neighbor add four detached structures to their property (13X14 A Frame , two 8X10 sheds, and 1 car port 10X20). Non of these structures were present when we moved to our home. Visitors are astonished to see this type of activity in a residential neighborhood. While an ADU is great in principle, allowing this will change the aesthetic of our residential neighborhoods, and we feel isn't necessary or what brought us to Edina to begin with. Screen Name Redacted 8/23/2023 12:25 PM I think it would be important for people to consider resale and financeability on properties with ADU's. Also, what impact would having more rental/income generating properties have on an average Edina neighborhood. #4 - Primary home only. Screen Name Redacted 8/24/2023 08:55 AM This is necessary with the cost of assisted living and skilled nursing. ADU Survey : Survey Report for 30 January 2019 to 10 October 2023 Page 22 of 23 Screen Name Redacted 8/27/2023 03:13 PM I have alway been a fan of ADUs. When I built my separate garage I had to chose between electricity or water, not both. As far as parking Edina has stringent street parking rules, that do not allow parking on street for more than 6 hours. I appreciate no parking rules during the snow season. Question 6 is not viable year round. I may like to participate in a focus group but do not know what the time commitment is? Screen Name Redacted 8/28/2023 05:59 PM I would also support short term rentals (ex. AirBnB) for ADUs and for spaces in homes. Screen Name Redacted 8/28/2023 07:20 PM I believe this would have a negative impact on property values, tax income stability and increased cost of services in our community. I do not support showing ADU’s Screen Name Redacted 9/06/2023 03:44 AM I think ADUs would be a great idea and bring Edina to the future. It would be a great opportunity for extended family (aging patents, young adults) Optional question (60 response(s), 76 skipped) Question type: Essay Question ADU Survey : Survey Report for 30 January 2019 to 10 October 2023 Page 23 of 23 Support for ADUs in City Guiding Documents 2040 Comprehensive Plan Land Use Chapter • 3-46 – Land Use Goals and Policies – Goal 4: Create and maintain housing options that serve a diverse range of ages, household types, and economic situations. 1. Building on current efforts, seek options that allow for residential redevelopment that is sensitive to the community character and context, while expanding options for residents. 2. Seek opportunities to increase the supply of affordable housing, as well as to preserve the affordability of existing affordable housing. 3. Facilitate the development of new housing that accommodates the needs of a people of diverse needs and from diverse backgrounds. Housing Chapter • 4-12 – Trends and Challenges – Affordability across a range of household types. As a desirable community with high land values, affordability is a challenge for Edina. This includes low- income households, first time homeowners, young families, seniors seeking to downsize, and many other groups. Lack of affordable housing prevents new people from moving into the community and may force existing households to relocate when they face a lifestyle change. This is further emphasized by demographic changes, in particular the aging of the population, and the fact that wages have not kept up with inflation and the rising cost of housing. • 4-13 – Trends and Challenges – Accommodating affordability in a high property value community. The high values of land in Edina complicate the provision of affordable housing in several ways. There is limited supply of NOAH since most unsubsidized housing in Edina does not qualify as affordable. Also, acquiring land to preserve or construct housing is so expensive that even dedicated resources (such as funds from the inclusionary zoning policy proceeds) are not sufficient to create impact. Additionally, the factors that contribute to the maintenance of high values are not accidental. Edina has worked for decades to protect and grow value, sometimes to the extent of excluding types of development or even people. Because Edina is a welcoming and inclusive city, it will strive to provide housing for households with a broader range of incomes. • 4-14 – Trends and Challenges – 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. • 4-18 – Existing and Projected Housing Needs – Lifecycle and senior housing. With an aging population, Edina will see continued and expanded need for housing options that work at all life stages. This may include senior and assisted living housing options, so that residents are able to stay in Edina throughout their lives. Senior housing co-ops, housing with services provided, and/or multigenerational housing models may appeal to these residents. • 4-19 – Existing and Projected Housing Needs – Smaller household types. There is a growing need for housing for smaller households, including childless couples, single professionals, and empty nesters. In addition to multifamily style housing, other types – such as “missing middle” or accessory dwelling units – may appeal to these households. • 4-23 – Housing Goal 2: Encourage the development and maintenance of a range of housing options affordable to residents at all income levels and life stages. • 4-31 – Housing Tools – The City may consider developing an ordinance permitting the construction of accessory dwelling units or guest homes in specific zoning districts, if consistent with overall city goals and policies. Housing Strategy Task Force Report – Advancing Housing Priorities for Edina • Pg. 49 – Goals and Strategies – Goal 1: Promote Lifecycle Housing o A. Promote Affordable and Attainable Housing – ▪ 2. Facilitate the development of “new” housing options such as accessory dwelling units to accommodate the diverse needs of people of different ages, household sizes, lifestyle, and income. • Pg. 50 – Goals and Strategies – Goal 2: Amend Land Use Regulations to Enable a More Diverse Housing Mix – B. Consider Zoning District Amendment to Expand Housing Options – 2. Consider amending current R1 zoning to allow attached or detached accessory dwelling units such as contained “mother-in-law units.” Climate Action Plan • Pg. 10-10 – Transportation & Land Use Strategy 3, Action 7: Allow and encourage the construction of accessory dwelling units (“ADU”) to increase rental opportunities in both established neighborhoods and new development. This will add additional housing options for the City’s workforce, seniors, families with changing needs, and others for whom ADUs present an affordable housing option. EdinaMN.gov Accessory Dwelling Unit Ordinance April 2, 2024 Why ADUs? Identified in guiding documents as a way to meet various housing and sustainability goals (see attached “Support for ADUs in City Guiding Documents”) •Comprehensive Plan •Climate Action Plan •Housing Strategy Task Force Report Included on Planning Commissions 2022 and 2023 Work Plans Timeline •Planning Commission and staff conduct research on ADUs –May-Dec 2022 •Planning Commission presents Advisory Communication to City Council recommending an ADU ordinance –February 7, 2023 •City Council Work Session –May 16, 2023 •ADU Survey on Better Together Edina -July 21 to September 5 •Resident focus groups -October 10, 2023 •Planning Commission Work Sessions •October 25, 2023 •November 15, 2023 •December 13, 2023 •January 10, 2024 Commissioner Smith is interviewed about ADUs on “News Hour with Walter Cronkid” released August 11, 2023 Our Approach •Promote Flexibility for ADU Additions •Minimize the Need for Variances •Prevent Corporate Ownership Dominance for Rental Income •Align with city concerns and values •Transparency and Collaboration Ordinance Overview •Location –Only allowed on lots with a single -family home •Number –One per property •Type –Allows internal, attached, and detached Ordinance Overview •Permitting –permitted by-right •Occupancy –Either the ADU or single -family home may be rented out but not both •Ownership –The ADU may not be sold independently from the primary home or create a separate tax parcel •Max Size –1,000 sq. ft. (exception for occupying an existing basement) •Min Size –None •Design –Requirements maintain appearance of single-family neighborhood •Construction –Must comply with the Minnesota Residential Building Code •Parking –No additional parking required but street parking is restricted Ordinance Overview •Setbacks & Height •1½ story or 18 feet •Side: 5 feet •Rear: 5 feet •2 story or 25 feet •Side: same as principal structure •Rear: 12 feet (5 feet if abutting an alley) Ordinance Overview •Setbacks & Height •1½ story or 18 feet •Side: 5 feet •Rear: 5 feet •2 story or 25 feet •Side: same as principal structure •Rear: 12 feet (5 feet if abutting an alley) Ordinance Overview •Setbacks & Height •1½ story or 18 feet •Side: 5 feet •Rear: 5 feet •2 story or 25 feet •Side: same as principal structure •Rear: 12 feet (5 feet if abutting an alley) In Principle… In principle residents should have the freedom to adapt their living spaces to suit their unique family circumstances, all while considering the broader impact on the community's appeal, environmental sustainability, and overall well-being. By embracing this flexibility with an eye towards responsible stewardship, ADUs can contribute to the enhancement of Edina's character and quality of life for present and future generations. Recommendation •At the March 13, 2024 Planning Commission meeting, the Planning Commission voted unanimously to recommend approval of the proposed ordinance with the deletion of provision 36-439, 2, g. which states "accessory dwelling units shall be constructed on a frost protected foundation". Staff is comfortable with the deletion from the zoning code as frost protection is addressed in the building code. •ACTIO N REQ UESTED : Close the in-person public hearing, keep public input open until Sunday, April 7, and continue action to the April 16, 2024, City Council meeting. Questions? Rationale ADU Component Ordinance summary Rationale Location Only allowed on lots with a single-family home This solution effectively prohibits churches classified as R-1 structures from being developed with ADUs, thereby potentially influencing the neighborhood's overall ambiance and character. Number One per property Due to acute concerns regarding congestion and overdevelopment, we propose allowing only one ADU per property. This requirement helps safeguard our single- family neighborhoods from undergoing drastic transformation. This decision was particularly significant, reflecting feedback from prior city meetings and residents' input during focus groups. Type Allows internal, attached, and detached Permitting various ADU configurations empowers residents to tailor the design to their specific needs. In contrast, neighboring cities like Richfield only permit detached ADUs when attached to a detached garage, which could hinder the conversion of existing detached structures such as sheds or pool houses. We advocate for flexibility in ADU regulations to encourage innovative use of existing spaces and accommodate diverse housing needs within the community. Rationale con’t ADU Component Ordinance summary Rationale Permitting Permitted by-right Granting permits by right provides residents with complete control over the building process once they comply with this ordinance and the building code. Opting for a conditional use permit could introduce unnecessary complexity and potentially deter residents from constructing an ADU by limiting incentives and imposing additional hurdles in the approval process. Occupancy Either the ADU or single- family home may be rented out but not both To craft an ordinance that prioritizes families over investors, we initially considered requiring homeowners to reside on the property. However, we ultimately decided on a more effective approach: allowing either the ADU or home to be rented out while keeping the other exclusively for the homeowner’s use. Ownership The ADU may not be sold independently from the primary home or create a separate tax parcel We implement this restriction to ensure that the ADU remains tied to the primary home, thereby preserving the character of the neighborhood as intended. By prohibiting the independent sale of the ADU or the creation of a separate tax parcel, we maintain the integrity of single-family residential zoning and prevent potential disruptions to the community's identity. Rationale con’t ADU Component Ordinance summary Rationale Max Size 1,000 sq. ft. (exception for occupying an existing basement) To maintain consistency with our city's existing ordinance regarding detached structures, we have upheld the limit of 1000 sq. ft. for ADUs. This size restriction ensures that ADUs remain suitable for comfortable single-family living within a detached setting. Additionally, we allow for exceptions to this maximum in the case of basement conversions, permitting them to exceed the limit if they align with the floor area of the primary home. Min Size None This issue sparked significant debate, particularly regarding whether imposing a minimum size requirement would ensure a certain level of quality. However, we recognized that in neighborhoods with smaller lots like Morningside, adhering to such a requirement could prove challenging. Other neighboring cities did enforce a minimum size however we opted to place our trust in the residents of Edina, allowing them the freedom to design and construct ADUs at sizes they consider livable and suitable for their needs. Enforcing a minimum size might inadvertently stifle options and curtail creativity. Rationale con’t ADU Component Ordinance summary Rationale Design Requirements maintain appearance of single- family neighborhood Recognizing the sensitivity of this matter to both residents and the city, we've instituted a crucial requirement stipulating that the ADU must be situated behind the primary dwelling. This strategic placement ensures that from the street view, there will be no discernible difference, maintaining the appearance of a single-family home. However, we acknowledge that some properties with structures adjacent to the primary dwelling may not meet this standard. For such cases, we strongly encourage residents to apply for a variance, subject to planning commission review. We understand that our ordinance may not encompass every conceivable scenario, and we remain open to addressing unique situations through appropriate channels. Construction Must comply with the Minnesota Residential Building Code All living spaces must comply with the Minnesota Building Code. A significant concern for residents and the planning commission revolved around the conversion of sheds, which may be situated on floating concrete slabs without frost footings. To address this, we eliminated the requirement that ADUs must be built on frost-protected footings, opting instead to defer to the Minnesota Building Code. This approach ensures that our ordinance remains aligned with state codes, allowing for flexibility as regulations evolve. It's important to note that various configurations may accommodate living quarters above different types of foundations. Moreover, the code provides incentives for connecting the ADU to the primary dwelling's main water and sewer lines whenever possible. This proactive approach serves to reduce potential maintenance concerns arising from additional connections to the city's water and sewer infrastructure. Rationale ADU Component Ordinance summary Rationale Parking No additional parking required but street parking is restricted Given that nearly all Edina homes necessitate one covered parking space, and city ordinance prohibits long-term on-street parking, we opted against imposing additional requirements for extra parking spots. Instead, we entrust residents to ensure compliance with city codes regarding parking, allowing them the flexibility to address parking needs according to existing regulations. Setback & Height 1½ story or 18 feet ●Side: 5 feet ●Rear: 5 feet 2 story or 25 feet ●Side: same as principal structure ●Rear: 12 feet (5 feet if abutting an alley) For setback and height considerations we were balancing a few ideas simultaneously: 1.Permit the development on conforming structures and disincentivize construction on non-conforming structures. 2.Since we measure building height to the top of the roof line we needed to allow additional height for headspace in single story homes. 3.Provide flexibility to residents who wanted to build up to 2 stories high while not being too close to a neighboring property. 4.The enhancement of already existing structures would not be a significant change to residents' experience. With that in mind we have the following setback and height requirements. EdinaMN.gov Accessory Dwelling Unit Ordinance April 16, 2024 Recommendation •ACTIO N REQ UESTED : Motion to approve first reading of Ordinance No. 2024-02 regarding accessory dwelling units.If there are no changes to the ordinance, Council may waive second reading. •At the March 13, 2024 Planning Commission meeting, the Planning Commission voted unanimously to recommend approval of the proposed ordinance with the deletion of provision 36-439, 2, g. which states "accessory dwelling units shall be constructed on a frost protected foundation". Staff is comfortable with the deletion from the zoning code as frost protection is addressed in the building code. Building Coverage Example •Building Coverage •Lots 9,000 sq. ft. or more •25% •Lots less than 9,000 sq. ft. •30% but not more than 2,250 sq. ft. •Example •Lot size: 9,620 sq. ft. •Max coverage (25%): 2,405 sq. ft. •Existing coverage: 1,769 sq. ft. •Max ADU size (detached or addition): 636 sq. ft. Building Coverage Example •Building Coverage •Lots 9,000 sq. ft. or more •25% •Lots less than 9,000 sq. ft. •30% but not more than 2,250 sq. ft. •Example •Lot size: 7,007 sq. ft. •Max coverage (30%): 2,102 sq. ft. •Existing coverage: 2,080 sq. ft. •Max ADU size (detached or addition): 22 sq. ft . •Garage does not meet setback for adding second story. Why ADUs? Identified in guiding documents as a way to meet various housing and sustainability goals (see attached “Support for ADUs in City Guiding Documents”) •Comprehensive Plan •Climate Action Plan •Housing Strategy Task Force Report Included on Planning Commissions 2022 and 2023 Work Plans Timeline •Planning Commission and staff conduct research on ADUs – May-Dec 2022 •Planning Commission presents Advisory Communication to City Council recommending an ADU ordinance – February 7, 2023 •City Council Work Session – May 16, 2023 •ADU Survey on Better Together Edina - July 21 to September 5 •Resident focus groups - October 10, 2023 •Planning Commission Work Sessions •October 25, 2023 •November 15, 2023 •December 13, 2023 •January 10, 2024 Commissioner Smith is interviewed about ADUs on “News Hour with Walter Cronkid” released August 11, 2023 Our Approach •Promote Flexibility for ADU Additions •Minimize the Need for Variances •Prevent Corporate Ownership Dominance for Rental Income •Align with city concerns and values •Transparency and Collaboration Ordinance Overview •Location – Only allowed on lots with a single -family home •Number – One per property • Type – Allows internal, attached, and detached Ordinance Overview •Permitting – permitted by-right •Occupancy – Either the ADU or single -family home may be rented out but not both •Ownership – The ADU may not be sold independently from the primary home or create a separate tax parcel •Max Size – 1,000 sq. ft. (exception for occupying an existing basement) •Min Size – None •Design – Requirements maintain appearance of single-family neighborhood •Construction – Must comply with the Minnesota Residential Building Code •Parking – No additional parking required but street parking is restricted Ordinance Overview •Setbacks & Height •1½ story or 18 feet •Side: 5 feet •Rear: 5 feet •2 story or 25 feet •Side: same as principal structure •Rear: 12 feet (5 feet if abutting an alley) Ordinance Overview •Setbacks & Height •1½ story or 18 feet •Side: 5 feet •Rear: 5 feet •2 story or 25 feet •Side: same as principal structure •Rear: 12 feet (5 feet if abutting an alley) Ordinance Overview •Setbacks & Height •1½ story or 18 feet •Side: 5 feet •Rear: 5 feet •2 story or 25 feet •Side: same as principal structure •Rear: 12 feet (5 feet if abutting an alley) In Principle… In principle residents should have the freedom to adapt their living spaces to suit their unique family circumstances, all while considering the broader impact on the community's appeal, environmental sustainability, and overall well-being. By embracing this flexibility with an eye towards responsible stewardship, ADUs can contribute to the enhancement of Edina's character and quality of life for present and future generations. Rationale ADU Component Ordinance summary Rationale Location Only allowed on lots with a single-family home This solution effectively prohibits churches classified as R-1 structures from being developed with ADUs, thereby potentially influencing the neighborhood's overall ambiance and character. Number One per property Due to acute concerns regarding congestion and overdevelopment, we propose allowing only one ADU per property. This requirement helps safeguard our single- family neighborhoods from undergoing drastic transformation. This decision was particularly significant, reflecting feedback from prior city meetings and residents' input during focus groups. Type Allows internal, attached, and detached Permitting various ADU configurations empowers residents to tailor the design to their specific needs. In contrast, neighboring cities like Richfield only permit detached ADUs when attached to a detached garage, which could hinder the conversion of existing detached structures such as sheds or pool houses. We advocate for flexibility in ADU regulations to encourage innovative use of existing spaces and accommodate diverse housing needs within the community. Rationale con’t ADU Component Ordinance summary Rationale Permitting Permitted by-right Granting permits by right provides residents with complete control over the building process once they comply with this ordinance and the building code. Opting for a conditional use permit could introduce unnecessary complexity and potentially deter residents from constructing an ADU by limiting incentives and imposing additional hurdles in the approval process. Occupancy Either the ADU or single- family home may be rented out but not both To craft an ordinance that prioritizes families over investors, we initially considered requiring homeowners to reside on the property. However, we ultimately decided on a more effective approach: allowing either the ADU or home to be rented out while keeping the other exclusively for the homeowner’s use. Ownership The ADU may not be sold independently from the primary home or create a separate tax parcel We implement this restriction to ensure that the ADU remains tied to the primary home, thereby preserving the character of the neighborhood as intended. By prohibiting the independent sale of the ADU or the creation of a separate tax parcel, we maintain the integrity of single-family residential zoning and prevent potential disruptions to the community's identity. Rationale con’t ADU Component Ordinance summary Rationale Max Size 1,000 sq. ft. (exception for occupying an existing basement) To maintain consistency with our city's existing ordinance regarding detached structures, we have upheld the limit of 1000 sq. ft. for ADUs. This size restriction ensures that ADUs remain suitable for comfortable single-family living within a detached setting. Additionally, we allow for exceptions to this maximum in the case of basement conversions, permitting them to exceed the limit if they align with the floor area of the primary home. Min Size None This issue sparked significant debate, particularly regarding whether imposing a minimum size requirement would ensure a certain level of quality. However, we recognized that in neighborhoods with smaller lots like Morningside, adhering to such a requirement could prove challenging. Other neighboring cities did enforce a minimum size however we opted to place our trust in the residents of Edina, allowing them the freedom to design and construct ADUs at sizes they consider livable and suitable for their needs. Enforcing a minimum size might inadvertently stifle options and curtail creativity. Rationale con’t ADU Component Ordinance summary Rationale Design Requirements maintain appearance of single- family neighborhood Recognizing the sensitivity of this matter to both residents and the city, we've instituted a crucial requirement stipulating that the ADU must be situated behind the primary dwelling. This strategic placement ensures that from the street view, there will be no discernible difference, maintaining the appearance of a single-family home. However, we acknowledge that some properties with structures adjacent to the primary dwelling may not meet this standard. For such cases, we strongly encourage residents to apply for a variance, subject to planning commission review. We understand that our ordinance may not encompass every conceivable scenario, and we remain open to addressing unique situations through appropriate channels. Construction Must comply with the Minnesota Residential Building Code All living spaces must comply with the Minnesota Building Code. A significant concern for residents and the planning commission revolved around the conversion of sheds, which may be situated on floating concrete slabs without frost footings. To address this, we eliminated the requirement that ADUs must be built on frost-protected footings, opting instead to defer to the Minnesota Building Code. This approach ensures that our ordinance remains aligned with state codes, allowing for flexibility as regulations evolve. It's important to note that various configurations may accommodate living quarters above different types of foundations. Moreover, the code provides incentives for connecting the ADU to the primary dwelling's main water and sewer lines whenever possible. This proactive approach serves to reduce potential maintenance concerns arising from additional connections to the city's water and sewer infrastructure. Rationale ADU Component Ordinance summary Rationale Parking No additional parking required but street parking is restricted Given that nearly all Edina homes necessitate one covered parking space, and city ordinance prohibits long-term on-street parking, we opted against imposing additional requirements for extra parking spots. Instead, we entrust residents to ensure compliance with city codes regarding parking, allowing them the flexibility to address parking needs according to existing regulations. Setback & Height 1½ story or 18 feet ●Side: 5 feet ●Rear: 5 feet 2 story or 25 feet ●Side: same as principal structure ●Rear: 12 feet (5 feet if abutting an alley) For setback and height considerations we were balancing a few ideas simultaneously: 1.Permit the development on conforming structures and disincentivize construction on non-conforming structures. 2.Since we measure building height to the top of the roof line we needed to allow additional height for headspace in single story homes. 3.Provide flexibility to residents who wanted to build up to 2 stories high while not being too close to a neighboring property. 4.The enhancement of already existing structures would not be a significant change to residents' experience. With that in mind we have the following setback and height requirements. Questions? Project Report Better Together Edina Accessory Dwelling Units Visitors 49 Contributors 18 CONTRIBUTIONS 35 18 February 24 Grant AGREES 0 DISAGREES 0 REPLIES 0 20 February 24 Liz Olson AGREES 0 DISAGREES 0 REPLIES 0 02 March 24 Amirmissaghi AGREES 0 DISAGREES 0 REPLIES 0 02 March 24 Bruce U. AGREES 0 DISAGREES 0 REPLIES 0 Better Together Edina GUEST BOOK Provide Public Input- ADU Fully support. Will allow for more multi-generational living situations / support more “agi ng-in-place” opportunities instead of sending elderly to nursing homes as our general p opulation continues to age. Hi my name is Connie Wilde and I live at 4413 Morningside Road. I'm leaving feedback for the accessory dwelling units proposal and I just wanted to say how much I appreciat e the process and I was part of a focus group. I just reviewed the key proposed ordina nce highlights and I really feel heard because you specifically have no minimum size wi th units and that you're requirements for setbacks can vary depending upon the propos ed height of ADU and that it is available to be on a detached garage. I really appreciate that. Living in the Morningside neighborhood with smaller lots, this is something that I would definitely consider and I think you've done a really good job of listening to the co mments from the community. Thank you. (Voicemail received 2/17/24 at 9:04 AM. Tran scribed by City Staff) Thank you, Addison for your work here. I fully support this for Edina. However, I'm curio us why there is the additional requirement of "Either the ADU or primary home may be rented at one time but not both."? The stated goal of this ordinance is to "to further hou sing and sustainability goals," but limiting how property owners can use their own prop erties seems contradictory. If people are scared of renters then we shouldn't allow any rental units in Edina. But if renters are okay (which seems to be the case because we l et single-family home owners and landlords of duplexes+ make a killing renting their pr operties) then we should be okay with it here. I'm Bruce U. Living in Braemar Hills. I'm supportive of ADUs in Edina. This will provide more options for residents wishing to stay in their much loved neighborhoods. I do think owner occupancy is needed to help maintain the integrity of our neighborhoods. Since t his ordinance has been months in the making why haven't I seen mention of this in the Edition: Edina which is mailed to every home in the city? I get a required notification w hen my neighbor wants a fence variance. This ordinance could have much more impac t than my neighbors fence. As I said, I support this ordinance, but, let's be certain all po tentially impacted have opportunity to comment. Thank you. 03 March 24 Jinnet AGREES 0 DISAGREES 0 REPLIES 0 03 March 24 Morningside guy AGREES 0 DISAGREES 0 REPLIES 0 04 March 24 Hope Melton AGREES 0 DISAGREES 0 REPLIES 0 07 March 24 Chrisb AGREES 0 DISAGREES 0 REPLIES 0 Better Together Edina GUEST BOOK Provide Public Input- ADU We have a housing crisis--not only in the state but in Edina--and this proposal is one w ay that we can begin to address it by providing a significant option. We need more hou sing options, and ADUs are one helpful step. Evidence from other communities shows modest uptake; ADUs are not a threat to our school or transport systems. Edina should embrace this option. I support the ordinance for ADUs. The proposed ordinance is very good and provides a n alternative for Edina property owners who desire a second housing unit on their prop erty for extended family, additional income, or housing of support staff such as a medic al caretaker or nanny. It reflects the intent of previous council approved housing plans under the Comprehensive Plan and the Housing Strategy Report. I applaud the hard w ork of the Planning Commission and city staff in putting this draft forward. Adoption of t he ordinance will demonstrate that local government can be supportive of measures to increase housing supply especially modest affordable housing. Some suggestions: -Th ere should be a distinction between a detached ADU and an ADU attached to a detach ed garage if there is a concern about the number of additional structures on a lot. - Clar ify to allow a spec builder or a new construction builder the right to design an ADU as p art of a new build or rehabilitation of a property meant to appeal to the market. -If there is a requirement that a property be owner occupied, allow a provision for an owner to r ent out both unit if the owner leaves the property for a period of time due to a temporar y job transfer or must move out for some unforeseen hardship temporarily. City staff sh ould be allowed to grant the waiver. -Since there are building codes, rental licensing re quirements, and ordinances against disturbing the peace; there really is no reason that the one unit be owner occupied. There are rental single family and duplex units that are not owner occupied including at least one on my block with no problems. I write in support of this well-crafted ADU ordinance. We are facing a housing affordabil ity crisis and a climate crisis. This ordinance will enable us to increase housing density and affordability across the city. That will help support pubic transit, reduce car emissio ns, and support the City's sustainability goals. Further, it may free up "starter" single fa mily homes presently occupied by seniors who want to downsize yet remain within thei r home Edina community. Finally, ADU's already exist in Edina, some free-standing su ch as garage apartments, some attached to single family homes. The proposed ADU o rdinance allows for licensing other forms of regulation. This protects public safety and t he stability of our community. Hope Melton The proposed ADU ordinance is well thought out and I support it. While we shouldn't e xpect to have a large number of ADUs in Edina, they will provide a helpful option for fa milies who want to provide separate but nearby housing for elderly parents, a young ad ult child, a relative with a disability who can live semi-independently, or a caregiver. Oth ers can benefit by having a small unit on their property to rent out. The restrictions sugg ested are reasonable. While ADUs will not solve the housing crisis in our region, they r epresent an important option and a positive step in the right direction. Chris Bremer 08 March 24 sbrown7892 AGREES 0 DISAGREES 0 REPLIES 0 09 March 24 Lane AGREES 0 DISAGREES 0 REPLIES 0 12 March 24 Tedley AGREES 0 DISAGREES 0 REPLIES 0 12 March 24 JMW AGREES 0 DISAGREES 0 REPLIES 0 Better Together Edina GUEST BOOK Provide Public Input- ADU First, I support the idea of allowing ADUs. They provide many benefits including: housi ng for caregivers to enable aging in place, multi-generational living (for elderly parents, other relatives, or young adult children), an increase in property value, and the potentia l for more income. Also, typically, ADU housing, while not cheap to build, is a more affo rdable than other alternatives. Finally, ADUs are a simple way to add housing in a fully developed community. The proposed ordinance is very well constructed. Having attend ed all the Planning Commission's work sessions for developing this ordinance I can att est to the thoroughness and thoughtfulness of the discussion. I was particularly impres sed with the frequent use of plat maps and aerial views from many different types of nei ghborhoods to ensure careful consideration of what the impact would be for different lot sizes and lot configurations. The resulting ordinance does a good job of balancing the need for ADUs with the need to ensure the interests of the neighbors and the communi ty are protected. Based on the experience both nationwide and in neighboring cities w ho have already permitted ADUs, the number of ADUs that occur will be low and sprea d out over time. This ordinance provides one more tool in the toolbox to provide much needed additional housing solutions in Edina. I urge approval of this ordinance. I strongly support the ADU concept. I have seen in work in other communities. We are an almost completely developed city, and it is especially hard to find affordable housing . We had neighbors who needed to move as they wanted their aging but still active par ents to be with them. They found a larger home with a somewhat separate section. Th eir lot has a large back yard. They might have decided to add an ADU in that situation. It is a great option for the right situation. Thanks, Lane Ayres, 4407 Branson St. The proposed ADU ordinance will help provide positive housing options for Edina. Tho ugh I welcome the addition of this option within the city, I have a concern with the allow able size. The 1000 square foot maximum size seems to be an arbitrary round number. Shouldn’t the size of an ADU be relative to the size of the lot? Small lots in my neighbor hood, in the range of 7000 square feet, have new homes of over 4000 square feet. Lar ger lots will have even larger new homes built on them. The older homes in my neighb orhood are in the 2000 to 3000 square foot range. Is there a reason why a lot with a s maller square footage home can’t have an ADU greater than 1000 square feet? Why c an’t a larger lot have more square footage built if it still complies with the City Code req uirements? In the current rental market, one-bedroom units often are greater than 1000 square feet, typically around 1100 square feet or above. A two bedroom unit can typica lly be around 1900 square feet or more. Flexibility in size will increase the opportunities for unit types available in our City. Why can’t an ADU be something more than a small one-bedroom unit? The 1000 square foot maximum size is limiting. The proposed ordin ance states the “Properties where an ADU is proposed are still subject to building and l ot coverage maximums”. If this indeed is the case, then when a larger lot size or small er main home are the basis, let us allow larger ADU sizes than the proposed 1000 squ are feet. I strongly support the proposed ADU concept. I would also offer a suggestion that the s taff and council find a way to allow ADUs in the R2 district as well. There are a number of Edina residential homeowners living in twin homes that could benefit by allowing thi s. Some additional restrictions might be needed. The ADU might have to be internal to t he dwelling unit, but it could be a big help for those choosing to age in place. Thanks, Ji m Waters 5512 Ewing Circle S. 12 March 24 Addison Lewis AGREES 0 DISAGREES 0 REPLIES 0 12 March 24 Liz Olson AGREES 0 DISAGREES 0 REPLIES 0 12 March 24 Addison Lewis AGREES 0 DISAGREES 0 REPLIES 0 Better Together Edina GUEST BOOK Provide Public Input- ADU I strongly support the proposed ADU concept. I would also offer a suggestion that the s taff and council find a way to allow ADUs in the R2 district as well. There are a number of Edina residential homeowners living in twin homes that could benefit by allowing thi s. Some additional restrictions might be needed. The ADU might have to be internal to t he dwelling unit, but it could be a big help for those choosing to age in place. Thanks, Ji m Waters 5512 Ewing Circle S. -sent via email to city staff My name is Roberta Thorpe and I live at 6804 Cornelia Drive in Edina. I'm calling abou t the ADU that you're going to consider I would vote no no no no definitely no! Backyard s are our sanctuary where we can be at one with nature and our backyard is also our n eighbor's backyard. So what I see they see vice versa and is that the neighborly thing t o do because it will affect all of us. I do not want to look at a 1,000-foot structure in my neighbor's backyard or in my backyard. I consider a shed almost being too much. So t here too many factors involved like size, color, noise, people, roof choice, electric, heat , air conditioner, more noise, plumbing, and trash. What in the world are you all thinking about? Please do not let this happen. If this should pass by any council, it should requi re a city wide vote. People need an escape from their everyday life and our backyards are hopefully that one entity to where we can go and relax and be at one with nature. P eace and quiet we all need desperately, and I believe we should be more considerate of our neighbors. This is the most ridiculous thing I’ve heard lately from any of you. So please, say no and spend time on other more important areas and not ADUs. I guess t hat’s it. Thank you for listening. Consider what this actually entails. We do not need mo re structures in our backyards. Please keep them for kids playing, birds, dogs, and nat ural things and not this. Definitely not this. Thank you very much. Just remember, its jus t not that backyard that this thing will be influencing. Just vote no no no no. Good bye. ( Voicemail received 3/12/24 at 3:16 PM. Transcribed by City Staff). I strongly support the proposed ADU concept. I would also offer a suggestion that the s taff and council find a way to allow ADUs in the R2 district as well. There are a number of Edina residential homeowners living in twin homes that could benefit by allowing thi s. Some additional restrictions might be needed. The ADU might have to be internal to t he dwelling unit, but it could be a big help for those choosing to age in place. Thanks, Ji m Waters 5512 Ewing Circle S. -sent via email to city staff 12 March 24 Addison Lewis AGREES 0 DISAGREES 0 REPLIES 0 13 March 24 Liz Olson AGREES 0 DISAGREES 0 REPLIES 0 13 March 24 Liz Olson AGREES 0 DISAGREES 0 REPLIES 0 Better Together Edina GUEST BOOK Provide Public Input- ADU I strongly support the proposed ADU concept. I would also offer a suggestion that the s taff and council find a way to allow ADUs in the R2 district as well. There are a number of Edina residential homeowners living in twin homes that could benefit by allowing thi s. Some additional restrictions might be needed. The ADU might have to be internal to t he dwelling unit, but it could be a big help for those choosing to age in place. Thanks, Ji m Waters 5512 Ewing Circle S. -sent via email to city staff My name is Roberta Thorpe and I live at 6804 Cornelia Drive in Edina. I'm calling abou t the ADU that you're going to consider I would vote no no no no definitely no! Backyard s are our sanctuary where we can be at one with nature and our backyard is also our n eighbor's backyard. So what I see they see vice versa and is that the neighborly thing t o do because it will affect all of us. I do not want to look at a 1,000-foot structure in my neighbor's backyard or in my backyard. I consider a shed almost being too much. So t here too many factors involved like size, color, noise, people, roof choice, electric, heat , air conditioner, more noise, plumbing, and trash. What in the world are you all thinking about? Please do not let this happen. If this should pass by any council, it should requi re a city wide vote. People need an escape from their everyday life and our backyards are hopefully that one entity to where we can go and relax and be at one with nature. P eace and quiet we all need desperately, and I believe we should be more considerate of our neighbors. This is the most ridiculous thing I’ve heard lately from any of you. So please, say no and spend time on other more important areas and not ADUs. I guess t hat’s it. Thank you for listening. Consider what this actually entails. We do not need mo re structures in our backyards. Please keep them for kids playing, birds, dogs, and nat ural things and not this. Definitely not this. Thank you very much. Just remember, its jus t not that backyard that this thing will be influencing. Just vote no no no no. Good bye. ( Voicemail received 3/12/24 at 3:16 PM. Transcribed by City Staff) My name is Roberta Thorpe and I live at 6804 Cornelia Drive in Edina. I'm calling abou t the ADU that you're going to consider I would vote no no no no definitely no! Backyard s are our sanctuary where we can be at one with nature and our backyard is also our n eighbor's backyard. So what I see they see vice versa and is that the neighborly thing t o do because it will affect all of us. I do not want to look at a 1,000-foot structure in my neighbor's backyard or in my backyard. I consider a shed almost being too much. So t here too many factors involved like size, color, noise, people, roof choice, electric, heat , air conditioner, more noise, plumbing, and trash. What in the world are you all thinking about? Please do not let this happen. If this should pass by any council, it should requi re a city wide vote. People need an escape from their everyday life and our backyards are hopefully that one entity to where we can go and relax and be at one with nature. P eace and quiet we all need desperately, and I believe we should be more considerate of our neighbors. This is the most ridiculous thing I’ve heard lately from any of you. So please, say no and spend time on other more important areas and not ADUs. I guess t hat’s it. Thank you for listening. Consider what this actually entails. We do not need mo re structures in our backyards. Please keep them for kids playing, birds, dogs, and nat ural things and not this. Definitely not this. Thank you very much. Just remember, its jus t not that backyard that this thing will be influencing. Just vote no no no no. Good bye. ( Voicemail received 3/12/24 at 3:16 PM. Transcribed by City Staff) 13 March 24 Addison Lewis AGREES 0 DISAGREES 0 REPLIES 0 13 March 24 KDW5916 AGREES 0 DISAGREES 0 REPLIES 0 14 March 24 Tedley AGREES 0 DISAGREES 0 REPLIES 0 18 March 24 Liz Olson AGREES 0 DISAGREES 0 REPLIES 0 18 March 24 Yugandhar AGREES 0 DISAGREES 0 REPLIES 0 20 March 24 Hilda Martinez Salgado AGREES 0 DISAGREES 0 REPLIES 0 Better Together Edina GUEST BOOK Provide Public Input- ADU I strongly support the proposed ADU concept. I would also offer a suggestion that the s taff and council find a way to allow ADUs in the R2 district as well. There are a number of Edina residential homeowners living in twin homes that could benefit by allowing thi s. Some additional restrictions might be needed. The ADU might have to be internal to t he dwelling unit, but it could be a big help for those choosing to age in place. Thanks, Ji m Waters 5512 Ewing Circle S. -sent via email to city staff I am in support of the ADU concept as proposed. I would welcome the ability to add an ADU to facilitate longer stays by caregivers as we have a lot of out-of-town family. I wo uld support. Kim, Chowen Park. The proposed ADU ordinance will help increase positive housing options for Edina. Th ough I welcome the addition of this ordinance for the city, I have a concern with the ma ximum allowable size. In the current rental market, one-bedroom units often are greate r than 1000 square feet, typically around 1100 square feet or above. A two-bedroom un it can typically be around 1900 square feet or more. Why can’t an ADU be something m ore than a small one-bedroom unit? If this ordinance is going to be successful, it needs to reflect the various needs of everyone. The proposed ordinance states the “Propertie s where an ADU is proposed are still subject to building and lot coverage maximums”. I f this indeed is the case, then when a larger lot size or smaller main home are the basi s, let us allow a variety and larger ADU sizes. Flexibility in size will increase the housin g opportunities available in our city. staff test Testing comment Yogi I strongly support the ADU ordinance developed jointly by the planning commission an d city staff. ADUs are a good option to provide housing for elderly parents, extended fa mily, semi-independent relatives, etc. By adding this type of housing, Edina will be mov ing towards is affordability housing target establish in the Comprehensive Plan and the goals set in its Climate Action Plan. Hilda Martinez S. 01 April 24 Scott Busyn AGREES 0 DISAGREES 0 REPLIES 0 Better Together Edina GUEST BOOK Provide Public Input- ADU I strongly support ADUs for Edina as another housing option to address missing middle housing. A great alternative for elderly parents, single professionals, family children jus t getting started. In reviewing the draft I want to point out a few things: 1) Removing the 250 square foot lot coverage credit and the required setback of 5'/12' from the rear yar d for detached ADU's will severely limit the opportunity for ADUs in neighborhoods with smaller lots. Most East Edina lots are 9000 SF or less. The lot coverage limit of 2250 S F on these lots has mostly been used up by the existing home/addition and will not allo w lot coverage for ADU development. For homeowners wanting a detached ADU over 18' high, it is unlikely they will build it with the 12' setback as this would place the unit in the middle of the back yard and take up useable yard space. Most of the detached ADU opportunity is in converting existing detached garages to ADUs. This wouldn't be allow ed as the draft is written as most detached garages have an existing 4' setback. I unde rstand the goal of the ordinance is to slowly introduce ADU development, but I encoura ge the Council to consider allowing the 250 SF lot coverage credit and to allow detache d ADUs of 18-25' high to be built using the current accessory structure zoning setback of 3-feet for accessory structures entirely within rear yard including eaves. Thank you, Scott Busyn 5000 France Avenue South 02 April 24 Addison Lewis AGREES 0 DISAGREES 0 REPLIES 0 07 April 24 Fran0553 AGREES 0 DISAGREES 0 REPLIES 0 Better Together Edina GUEST BOOK Provide Public Input- ADU This is Roberta Thorpe calling, I live on Cornelia Drive in the Cornelia Neighborhood. I want to express my concerns with the ADU vote coming up. I am definitely against thes e structures. I think there’s enough structural pollution around us that we don’t need to l ook out our backyards and see another big, whatever you want to call it, shack. It’s just not necessary. I believe our backyards should be sanctuaries for our families and friend s, pets, a place where the kids can run and play and we don’t have to get in our car an d drive somewhere and we don’t have to look at another structure. My backyard is ever yone else’s backyard and we have to be aware of that. It’s not only going to affect us b ut it’s going to affect everyone else that sees and looks at this on a daily basis. I don’t k now about tree removal. We definitely need our trees. Size and color and roof selectio n on these ADUs, the wires that will be going to and from them, exhaust from dryer ven ts or smoke, people who stay in them, whether they smoke cigarettes or marijuana. Air pollution is a big deal. Noise that could be created and parking is another issue. So I ha ve a lot of concern obviously for these structure and I would guess most of Edina does not want these. And like I said, we need a place to go where we can unwind and enjoy nature and not look at sheds or structures that our neighbors think are necessary or not . So, please, I hope you can state your views or mine at these meetings and vote no or do not encourage these. It probably needs a citywide vote. I don’t think most people ar e aware of the impact these would have on our beautiful city. Let’s keep Edina green a nd beautiful and our backyards sanctuaries. Thank you so much. Appreciate your time and all the service you give to the City. Have a good day. Thank you. (Voicemail transcr ibed by city staff) I was apprehensive about ADUs at first, I worried about aesthetics, over development, airbnbs, etc. However, the work that our planning committee did was incredibly thought ful and covered all of my concerns. It covers so many aspects and doesn’t give a free r ein to allow investors to building thousands of ADUs. Instead it allows home owners to build what we might see as a need with respect to leaving the aesthetic of our single fa mily neighborhoods intact. I imagine as my children move out that they might benefit fr om an ADU until they can afford their own home. Or my parents might have an ADU so that a live in care taker could tend to their needs rather than living in a nursing home w hen they get to that point. Please vote YES to this version of ADUs. Whatever you do, don’t squash this completely. Thank you! Date: April 16, 2024 Agenda Item #: X.A. To:Mayor and City Council Item Type: Minutes From:Andrew Scipioni, Transportation Planner Item Activity: Subject:Minutes: Transportation Commission, Feb. 15, 2024 Information CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: None; information only. INTRODUCTION: Receive the February 15, 2024, minutes of the Transportation Commission. ATTACHMENTS: Description Minutes: Transportation Commission, Feb. 15, 2024 Draft Minutes☐ Approved Minutes☒ Approved Date: March 28, 2024 Minutes City Of Edina, Minnesota Transportation Commission City Hall Community Room February 15, 2024 I. Call To Order Chair Lewis called the meeting to order at 6:02 p.m. II. Roll Call Answering roll call: Commissioners Bildsten, Brown, McCarthy, Olson, Plumb-Smith, Rubenstein, Wright, Donnelly, Karoussos, Lewis Absent: Commissioner Brown Staff present: Transportation Planner Andrew Scipioni, Traffic Safety Coordinator Nick Bauler III. Approval of Meeting Agenda Motion was made by Commissioner McCarthy and seconded by Commissioner Brown to approve the agenda. All voted aye. Motion carried. IV. Approval of Meeting Minutes Motion was made by Commissioner Rubenstein and seconded by Commissioner McCarthy to approve the January 18, 2024 meeting minutes. All voted aye. Motion carried. V. Special Recognition and Presentations A. Special Recognition – Kirk Johnson Commissioners and staff thanked Commissioner Johnson for his six years of service on the Commission. B. 2023 Traffic Safety Summary Report Traffic Safety Coordinator Nick Bauler presented the 2023 Traffic Safety Summary Report for comments. Comments from Commissioners included: • Is there a threshold for something to be considered an official traffic safety request? • It must be difficult in certain situations to decide how to categorize a request. • How does staff determine if a particular request has been asked before? • Has staff ever looked at multiple years of geospatial data to evaluate potential trends? • Intersection Control and Traffic Calming have no A items; is this due to the nature of the requests? C. 2023 PACS Fund Summary Report Liaison Scipioni presented the 2023 Pedestrian and Cyclist Safety Fund Summary Report for comments. Comments from Commissioners included: • When is the next submission deadline for Safe Routes to School grants? • What is the threshold for sidewalk grinding? Draft Minutes☐ Approved Minutes☒ Approved Date: March 28, 2024 VI. Community Comment None. VII. Reports/Recommendations A. Traffic Safety Report of January 30, 2024 The Commission reviewed and commented on the Traffic Safety Report of January 30, 2024. B. Draft 20th Anniversary Proclamation The Commission reviewed and commented on a draft proclamation recognizing the Commission’s 20th anniversary. Motion was made by Commissioner Wright and seconded by Commissioner Bildsten to approve the draft proclamation. All voted aye. Motion carried. C. 2024 Work Plan Updates • #1 Traffic Safety Infrastructure – Staff will provide contacts for other cities, information on grant opportunities. • #2 Pedestrian and Bicycle Master Plan Review – Staff will provide information on implementation progress. • #3 Parking – No update. • #4 20th Anniversary Proclamation – Commission approved draft proclamation. D. Annual Elections Motion was made by Commissioner Bildsten and seconded by Commissioner Rubenstein to close the nomination period. All voted aye. Motion carried. Commissioner Lewis nominated Commissioner Brown as Vice Chair. Motion was seconded by Commissioner McCarthy. All voted aye. Motion carried. Commissioner Wright nominated Commissioner Lewis as Chair. Motion was seconded by Commissioner Brown. All voted aye. Motion carried. VIII. Chair and Member Comments – Received. IX. Staff Comments – Received. X. Adjournment Motion was made by Commissioner Rubenstein and seconded by Commissioner Lewis to adjourn the February 15, 2024 regular meeting at 7:34 p.m. All voted aye. Motion carried. Draft Minutes☐ Approved Minutes☒ Approved Date: March 28, 2024 TRANSPORTATION COMMISSION ATTENDANCE J F M A M J J A S O N D # of Mtgs Attendance % Meetings 1 1 2 SEAT NAME 1 Wright, Grant 1 1 2 100% 2 Rubenstein, Tricia 1 1 2 100% 3 Bildsten, Roger 1 1 2 100% 4 Lewis, Andy 1 1 2 100% 5 Johnson, Kirk 1 1 50% 6 Brown, Chris 1 1 2 100% 7 Olson, Bethany 1 1 2 100% 8 McCarthy, Bruce 1 1 2 100% 9 Plumb-Smith, Jill 1 1 2 100% 10 Donnelly, Sam (s) 1 1 2 100% 11 Karoussos, Evangelia (s) 1 1 2 100% Date: April 16, 2024 Agenda Item #: X.B. To:Mayor and City Council Item Type: Minutes From:Gillian Straub, City Management Fellow Item Activity: Subject:Minutes: Human Rights & Relations Commission, Feb. 27, 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 February 27, 2024, meeting of the HRRC. ATTACHMENTS: Description HRRC Minutes: February 27, 2024 Draft Minutes☐ Approved Minutes☒ Approved Date: 3/26/2024 Stage Agenda City of Edina, Minnesota Human Rights & Relations Commission Edina City Hall, Community Room February 27, 2024, 8 pm I. Call to Order Chair Stringer Moore called the meeting to order at 8:06 p.m. II. Roll Call Answering Roll Call: Chair Stringer Moore, Commissioners Khalifa, Ismail, Nelson, Rogers. Staff Present: Gillian Straub, City Management Fellow. Absent: Vice Chair Bennett, Commissioners Dawkins, Felton and Segall; Student Commissioners Borah and Mohamud-Karie. III. Approval of Meeting Agenda Motion by Commissioner Khalifa to approve the February 27, 2024, meeting agenda, seconded by Commissioner Nelson. Motion carried. Commissioner Felton arrived 8:08 p.m. IV. Approval of Meeting Minutes Motion by Commissioner Khalifa to approve the minutes from the January 23, 2024, meeting. Seconded by Commissioner Nelson. Motion carried. V. Reports/Recommendations A. Chair and Vice Chair Election • Staff Liaison Straub and Chair Stringer Moore introduced the role of the chair and vice chair. • Commissioners discussed and nominated other commissioner members. Commissioner Nelson moved that Commissioner Khalifa serve as the chair. Commissioner Felton seconded. • Commissioners raised process question regarding voting; Staff Liaison Straub explained the process of putting forward a motion. Commissioner Nelson withdrew his motion for more discussion. Draft Minutes☐ Approved Minutes☒ Approved Date: 3/26/2024 Commissioner Nelson moved that Commissioner Khalifa serve as Chair. Commissioner Rogers seconded. Motion carried. • Commissioners discussed nominating and tabling the vote on vice chair. Commissioner Rogers moved that Commissioner Dawkins to serve as vice chair. Commissioner Nelson seconded. Commissioner Felton motioned to defer the vote. Commissioner Rogers withdrew his motion. • Commissioners discussed tabling the motion, and entertaining new motions for vice chair at the March meeting. Commission Felton nominated Commissioner Rogers to serve as vice chair. Commissioner Nelson seconded. • Commissioners discussed preferring moving the vice chair item to the March meeting. Commissioner Felton withdrew his motion. Commissioner Nelson moved to table voting on a vice chair to the March meeting. Seconded by Commissioner Felton. Motion carried. B. Days of Remembrance Event Update • Commissioner Nelson provided an update on the event, including the finalized title: Genocide in Ukraine: From Stalin to Hitler to Putin. VI. Chair and Member Comments • Received. VII. Staff Comments • Refresh on motions. VIII. Adjournment Commissioner Khalifa moved to adjourn the meeting. Commissioner Felton seconded. Motion carried. Meeting adjourned at 8:57 pm. Date: April 16, 2024 Agenda Item #: X.C. To:Mayor and City Council Item Type: Minutes From:Perry Vetter, Director Parks & Recreation Item Activity: Subject:Minutes: Parks & Recreation Commission Mar. 12, 2024 Information CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: None, information only. INTRODUCTION: Receive the minutes from the March 12, 2024 Parks & Recreation Commission meeting. ATTACHMENTS: Description Minutes: Parks & Recreation Commission March 12, 2024 Draft Minutes☐ Approved Minutes☒ Approved Date: 04/08/2024 Minutes City of Edina, Minnesota Edina Parks & Recreation Commission Braemar Golf Course March 12, 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 Commissioners Absent: Garazatua and Welsh Staff Present: Staff Liaison Perry Vetter, Assistant Director Parks & Natural Resources Tom Swenson, Assistant Director Recreation and Facilities Tracy Petersen, City Forester Luther Overholt, Recreation Supervisor Rachael Walters and Administrative Coordinator Janet Canton III. Approval of Meeting Agenda Motion made by Spanhake to approve the meeting agenda. Motion seconded by Pfuhl. Motion carried. IV. Approval of Meeting Minutes Motion made by Pfuhl to approve the Feb. 13, 2024, minutes. Motion seconded by Weaver. Motion carried. V. Special Recognitions and Presentations A. Staff Liaison Vetter welcomed new Commissioners Kane and Pettit, noting new Commissioner Garazatua was unable to attend tonight’s meeting. Commissioners Bob Kane and Leah Pettit introduced themselves to the Commission. The Commission introduced themselves to the new Commissioners. VI. Community Comment None VII. Reports/Recommendations A. Outdoor Ice Rink Season Recap & Preview of Summer Sports Recreation Supervisor Walters provided a presentation on this item, noting there are 12 rink locations, and the season normally runs from mid-December through mid-February. This year, the rinks were only open 13 days, due to the unseasonably warm weather. In 2023 there was approximately 1,270 hours reserved for each softball field. The primary users of the sports fields are local sports associations. Discussion ensued regarding the sports dome usage. Draft Minutes☐ Approved Minutes☒ Approved Date: 04/08/2024 Recreation Supervisor Walters stated that funds have been received from the Edina Rotary Club that will be used to supply a new public AED that will be mounted outside of the park shelter building at Pamela Park. The equipment cost is $5,900. There is an additional fee of approximately $1,500 for installation and wiring. Recreation Supervisor Walters gave a re-cap of the 2023 programs. Registration for the Spring and Summer programs began on Feb. 21, 2024, there will be 824 sessions of programing offered and as of March 11, 2024, there have been 5,364 registrations. The conversation returned to the ice rinks and potential ways of handling future weather issues. B. Community Forestry Update City Forester Overholt gave an update on the forestry program. He praised Matthew Gabb, Sustainability Specialist in the Engineering Department, for his grant writing, stating Edina received $500,000 that will be used for the removal and replacement of the worst public ash trees and buckthorn. City Forester Overholt encouraged Commissioners to participate in the Tree Sale by spreading the word or by purchasing trees for themselves and others. He also invited all to join him on April 26, 2024, at Centennial Lakes Park to plant trees for Arbor Day from Noon-4 p.m. C. Aquatic Center – Horizon Project Planning Staff Liaison Vetter gave a presentation on the aquatic center relating to the massive infrastructure and behind the scenes project that must be completed. The aquatic center houses a 50-meter-pool, twin diving platforms, two waterslides, zero-entry wave pool, a cable ride from the pirate-themed ship to a dry playground area, shower room/locker room, and concession service. Staff liaison Vetter showed images and pointed out various issues to the Commissioners. Staff Liaison Vetter stated that the following issues need to be addressed: filter room, shade structure, pool deck/concession windows, changing rooms, pool deck, zero-entry, main pool, and plunge pool. Staff Liaison Vetter stated there are between 75,000 and 85,000 visits to the aquatic center each year, and most of the visitors stay more than two hours. Staff Liaison Vetter gave concrete examples of specific improvements that could/should be made. Staff Liaison Vetter stated that the city has requested State bonding for improvements to the aquatic center totaling $10,500,000. Within that request is $4,000,000 for the filter equipment and the new utility structure, which must be done. The remaining $6,500,000 funds would be invested in user amenities and modernization needs. D. 2024 Commission Work Plan Initiative 1.6.1 – Review and comment on Fred Richards Implementation. Commissioner Pettit asked to be on this initiative. It was noted part of the Master Plan is to create a wetland Draft Minutes☐ Approved Minutes☒ Approved Date: 04/08/2024 bank in the western portion of the park and the hope is to have a playground designed specifically for children with Autism. Initiative 1.6.2 – Review and comment on Braemar Park Implementation. Commissioner Garazatua will be added to this initiative. It was noted that part of the intent is to replace all of the safety nettings and backdrops in this park. Initiative 1.6.3 – Review and comment on Braemar Arena Implementation. Commissioner Kane will be added to this initiative. It was noted they are currently planning to have a couple of focus groups involved for the purpose of gathering community input. Initiative 1.6.4 – Community Garden Study and Report. Chair Doscotch has a meeting scheduled with the Energy and Environment Commission to discuss cross pollination along with how their initiatives work with our initiatives. Initiative 1.6.5 – Review and compare park shelter building amenities and function. Staff Liaison Vetter stated the plan is to find a professional service to assist with the park shelter discussion around size and scope of the project as well as the concepts of something unique versus having our own brand of building. VIII. Chair and Member Comments No comments IX. Staff Comments A. Upcoming Meetings and Events Staff Liaison Vetter gave the following updates: The golf course is set to open March 25, 2024, weather dependent. The Grandview Yard (old Public Works site) is a three-piece-stacked project from the south to the north. The south was an age-restricted cooperative, otherwise known as senior housing. The center portion was to become a restaurant. The northern portion was to become a green space/park. The senior housing portion has withdrawn their proposal and now the project is on pause. A Master Plan was approved for Strachauer Park. The playground survey has already gone out. The upcoming Parks and Recreation Commission meetings in April and in May will be on Monday evenings at 7 p.m. There is also a Special Joint Work Session meeting with the City Council on May 21, 2024, at 5:30 p.m. This is recommended, but attendance is not required, for the Special Work Session. The June meeting will be on a Tuesday, there is no July meeting and the August meeting will be on a Monday. X. Adjournment Motion made by Spanhake to adjourn the March 12, 2024, meeting at 8:47 p.m. Motion seconded by Weaver. Meeting adjourned. Date: April 16, 2024 Agenda Item #: X.D. To:Mayor and City Council Item Type: Advisory Communication From:Andrew Scipioni, Transportation Planner Item Activity: Subject:Advisory Communication: Concord B/C Roadway Reconstruction Project Pedestrian and Bicycle Facilities Information CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: None. INTRODUCTION: The Transportation Commission is submitting this advisory communication to support staff's recommendation for an 8' shared-use path on Concord Avenue between Valley View Road and W 64th Street. This facility was proposed as part of the Concord B/C roadway reconstruction project. Council considered this advisory at their April 2 City Council meeting when deciding on the width of the facility along Concord Avenue. ATTACHMENTS: Description Advisory Communication: Concord B/C Roadway Reconstruction Project Pedestrian and Bicycle Facilities Date: March 28, 2024 To: Mayor and City Council From: Transportation Commission Subject: Concord B/C Roadway Reconstruction Project Pedestrian and Bicycle Facilities Action Requested: The Transportation Commission strongly supports staff’s recommendation for an 8’ shared-use path on Concord Avenue between Valley View Road and W 64th Street. Background: • The proposed improvement is within 1,000’ of a campus that includes Concord Elementary School, Normandale Elementary School, South View Middle School, and the Edina Community Center (over 3,000 students attend schools within this campus). Though not identified specifically in the plan, it supports the objectives of the City’s Active Routes to School Plan. • This improvement supports the objectives of the Comprehensive Plan and the Climate Action Plan to expand access to active transportation and help address health disparities for at-risk populations. • The residents’ suggestion that the shared-use path be constructed on Wooddale Avenue is not feasible due to potential wetland impacts. Staff’s recommendation fulfills the objectives of the Pedestrian and Bicycle Master Plan by providing the most cost-effective solution to complete a section of the Twin Loops facility. This facility would also provide a connection to the future Rosland Park pedestrian bridge. • Research suggests that property values are actually increased by shared-use paths and sidewalks – See “Property Value/Desirability Effects of Bike Paths Adjacent to Residential Uses” by the Center for Applied Demography and Research, College of Human Services, Education and Public Policy, University of Delaware (2006). Recommendation: The Commission reiterates its support for the project and its components approved by City Council on December 29, 2023, to construct a community asset and positive long-term investment in our City’s commitment to pedestrian and bicycle transportation. Date: April 16, 2024 Agenda Item #: XI.A. To:Mayor and City Council Item Type: From: Item Activity: Subject:Prep Memo April 16, 2024 CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: INTRODUCTION: ATTACHMENTS: Description Prep Memo April 16, 2024 1 Sharon Allison From:Scott H. Neal Sent:Tuesday, April 16, 2024 3:50 PM To:jhovland@hovlandrasmus.com; James Pierce; Carolyn Jackson; Kate Agnew; Julie Risser Cc:Sharon Allison; Ari Lenz Subject:Prep Memo for the April 16, 2024 City Council Work Session and Meeting Good Afternoon Everyone – WORK SESSION The work session tonight consists of updates on two subject areas. The first item is an update on the Rosland Park Pedestrian Bridge Project. Chad Millner and Mayor Hovland will lead that discussion. The second item is an update on the City’s 2024 state legislative platform. Our lobbyist, Katy Sen, and I will co- facilitate this item. COUNCIL MEETING Council Member Risser has requested two items be removed from the Consent Agenda. The first one is item E regarding the asphalt and concrete recycling contract. The second item is I regarding the proposed clean water strategy. Staff will be prepared to address questions for both items. There are seven items on the Special Recognitions and Presentations section of tonight’s meeting agenda. Five of the items are seasonal actions the city takes every year. The Council is recognizing the success of the Edina High School boys swimming and diving team tonight. This will be the first of many recognitions we hope to do this year noting the academic and athletic success of Edina High School students. The other item is the recognition of the firefighter of the year. Staff have worked on the choreography of the recognitions to make sure we have a good flow and momentum for the meeting. The R&R item for 5235 Highwood Drive is not a typical Council item. We have done something like this before, under different circumstances. There isn’t enough information available to Council tonight to make the decision on this 2 matter, but there is sufficient information to give staff direction about whether you’d like us to cease work on it right now or carry it through to the end. If the Council’s position is the latter, there will be further action on this item in late spring and summer. That’s all I have for you right now. See you tonight. Scott Scott H. Neal, City Manager 952-826-0401 | Fax 952-826-0390 sneal@EdinaMN.gov | EdinaMN.gov Follow me on Twitter. Date: April 16, 2024 Agenda Item #: XI.B. 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 Q4 2023 Quarterly Financial Report is attached. ATTACHMENTS: Description Q4 2023 Quarterly Finance Report City of Edina – Q4 2023 Summary of the City’s financial performance by fund for December YTD 2023 (Unaudited and Subject to Change) General Fund Revenues: Fines and Forfeitures – Revenue received from fines paid in court. Averaging $41K a month in 2023 compared to $30K PY. Investment Income – $1.5M income received on investment income, including unrealized gains/losses. Due to favorable interest rate fluctuations, better results compared to 2022. Building Rental – Account is made up of Park and Cell Tower rental. Cell Tower rental revenue in 2022 was overstated by $207K as 2023 revenue was booked in 2022. Property Taxes –Property taxes are the primary revenue source and are received in June and December. Franchise Fees – Payments are recorded quarterly, have received 1st 2nd & 3rd quarter payment, accrued for 4th quarter. Licenses & Permits - Building permit revenue fluctuates based on the number of permits and valuation year-over-year. 2023 is 1,968 permits with valuation of $251M, compared to 2,300 permits issued with valuation of $447M in 2022. Intergovernmental – CY received $548K related to PS State and Grant Aid and $1M for Police and Fire State Aid. PY recognized $1.2M ARPA grant revenue and $1M received in Metro Council pass thru funds for the 4040 Flats apartment project. Charges for Services – Services billed to other funds and external vendors. 7% increase over budget and prior year income. $2.4M income received for Ambulance fees and $1.4M for Charges to Other funds. Expenses: Expenses – Salaries and Benefits below budget for the year. Increase in Contractual Services primarily due to expenses related to the 4040 Flats apartment project. Capital Outlay - $300K in expense related to ARPA funded projects (City Fiber Expansion, CLP furniture and equipment, Edinborough Gym floor upgrade) Contributions & Transfers – CY, $963K of 2022 surplus funds was transferred to Construction Fund, with $246K Utility Contribution in, compared to PY, $110K Utility Contribution in, with $750K of 2021 surplus transferred out in Q4 2022. 2023 budgeted transfer is $157K from the Utility Fund. YTD 2023 Budget YTD 2022 % of Budget Revenues Fines and Forfeit 488,872 650,000 359,680 75% Investment Income 1,545,113 250,000 (1,167,123) 618% Building Rental 191,584 339,000 711,099 57% Property Taxes 39,267,933 39,820,200 36,497,425 99% Franchise Fees 784,662 810,000 808,850 97% Lodging Tax 28,675 20,000 25,751 143% Licenses & Permits 5,630,081 5,466,160 7,403,205 103% Intergovernmental 3,296,235 1,605,100 4,321,986 205% Charges for Services 6,632,569 5,945,791 5,786,026 112% Other Revenue 231,412 36,500 133,365 634% Total Revenues 58,097,136 54,942,751 54,880,264 106% Expenses Salaries (27,574,158) (28,044,439) (25,633,394) 98% Benefits (10,921,164) (10,920,178) (9,910,256) 100% Contractual Services (10,102,566) (8,764,510) (9,363,999) 115% Commodities (2,181,810) (2,444,743) (2,311,135) 89% Capital Outlay (300,248) - (295,762) N/A Internal Services (5,126,384) (5,126,384) (5,010,546) 100% Total Expenses (56,206,330) (55,300,254) (52,525,092) 102% Net Operating Income (Loss)1,890,805 (357,503) 2,355,172 -529% Non-Operating Rev/Exp Sale of Property 5,873 - 24,408 N/A Contrib & Transfers (717,176) 157,500 (542,582) -455% Miscellaneous - Non Op 19,244 - 28,034 N/A Bond Principal (2,868) - (2,829) N/A Interest & Fiscal Charges (240) - (279) N/A Total Non-Operating Rev/Exp (695,167) 157,500 (493,248) -441% Net Income (Loss)1,195,638 (200,003) 1,861,924 -598% 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 significantly below budget 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 Budget 2023 YTD 2022 % of Budget Revenues Charges for Services - 26,725 - 0% Sales 2 18,255 - 0% Memberships - 15,664 (259) 0% Admissions 101,542 422,070 118,481 24% Other Fees (63) 19,769 (5) 0% Total Revenues 101,482 502,483 118,217 20% Expenses Cost of Sales & Srvc - (500) - 0% Salaries (229,229) (513,296) (183,334) 45% Benefits (55,450) (103,637) (8,455) 54% Contractual Services (63,272) (115,819) (57,239) 55% Commodities (27,642) (79,000) (21,163) 35% Internal Services (64,684) (64,684) (62,457) 100% Depreciation (5,682) (6,000) (5,891) 95% Total Expenses (445,958) (882,936) (338,539) 51% Net Operating Income (Loss)(344,476) (380,453) (220,322) 91% Non-Operating Rev/Exp Donations Non-Op 1,500 - 10,457 N/A Contrib & Transfers 300,000 300,000 350,000 100% Total Non-Operating Rev/Exp 302,020 300,000 364,825 101% Net Income (Loss)(42,456) (80,453) 144,504 53% Total Cost Recovery 23%57%35% Management Cost Recovery 27%62%44% Aquatic Center 2023 season is June 8th through August 20th, with June representing roughly 1/3 of total admissions and building rental revenue. YTD 2023 revenues exceed budget by 3%. o Sales exceeded budget by 28% due to increased concessions sales directly related to increased memberships & admissions. o Memberships and admissions exceeded budget by an average of 24% due to the exceptionally hot summer. YTD 2023 expenses exceed budget by 9%. o Contractual services exceeded budget by 57% mostly due to credit card fees and miscellaneous equipment repair expenses. 2020 data is not reflected in chart due to COVID driven aquatic center closure. YTD 2023 Budget 2023 YTD 2022 % of Budget Revenues Charges for Services 8,499 5,500 2,189 155% Sales 162,393 127,000 167,906 128% Memberships 364,807 460,000 405,045 79% Admissions 510,939 425,000 504,562 120% Other Fees 6 850 288 1% Building Rental 73,704 70,720 64,579 104% Total Revenues 1,120,348 1,089,070 1,144,568 103% Expenses Cost of Sales & Srvc (74,137) (52,250) (70,353) 142% Salaries (540,942) (476,810) (399,660) 113% Benefits (78,159) (67,465) (94,077) 116% Contractual Services (298,016) (190,234) (243,133) 157% Commodities (111,350) (114,700) (120,416) 97% Internal Services (43,183) (43,183) (41,819) 100% Depreciation (202,510) (290,000) (243,054) 70% Total Expenses (1,348,296) (1,234,642) (1,212,512) 109% Net Operating Income (Loss)(227,948) (145,572) (67,944) 157% Non-Operating Rev/Exp Invmnt Inc Non-Op 137,357 20,000 (84,310) 687% Contrib & Transfers 35,655 16,000 41,121 223% Miscellaneous Non-Op 250 - - N/A Interest & Fiscal Charges (5,396) (4,775) (6,841) 113% Total Non-Operating Rev/Exp 167,867 31,225 (50,030) 538% Net Income (Loss)(60,082) (114,347) (117,974) 53% Total Cost Recovery 83%88%94% Management Cost Recovery 105%122%126% Edinborough Park Daily admissions up 15% or 3K in Q4 2023 as compared to Q4 2022. YTD 2023 revenues exceeds budget by 11%. o Memberships are over budget by 95% and up 22% from 2022 sales largely due to the budget being set during 2021 and included potential lingering COVID implications. o Concession sales under budget by 39%, 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. YTD 2023 expenses under budget by 5%. o Salaries down 25% from budget mostly due to being down several part time staff members in 2023. o Cost of sales and services under budget, at 44%, as a direct result of decreased sales. YTD 2023 2023 Budget YTD 2022 % of Budget Revenues Charges for Services 12,612 10,000 11,590 126% Sales 82,236 135,000 43,523 61% Memberships 175,542 90,000 144,409 195% Admissions 788,061 698,000 708,461 113% Other Fees 224,383 225,000 228,763 100% Building Rental 254,741 230,904 263,980 110% Lodging Tax 5,129 - 4,286 N/A Total Revenues 1,542,703 1,388,904 1,405,011 111% Expenses Cost of Sales & Srvc (33,978) (78,000) (15,949) 44% Salaries (549,837) (725,117) (594,210) 76% Benefits (227,014) (240,467) (256,767) 94% Contractual Services (407,232) (387,676) (260,748) 105% Commodities (128,299) (149,900) (300,129) 86% Internal Services (154,460) (154,460) (149,155) 100% Depreciation (288,885) (145,000) (303,608) 199% Total Expenses (1,789,706) (1,880,620) (1,880,566) 95% Net Operating Income (Loss)(247,003) (491,716) (475,555) 50% Non-Operating Rev/Exp Invmnt Inc Non-Op 33,852 11,000 (48,245) 308% Contrib & Transfers 21,151 12,000 1,284,732 176% Miscellaneous Non-Op - - 1,514 N/A Total Non-Operating Rev/Exp 55,003 23,000 1,238,002 239% Net Income (Loss)(192,000) (468,716) 762,447 41% Total Cost Recovery 86%74%75% Management Cost Recovery 117%89%100% Centennial Lakes Park Putting course, paddle boat rental and lawn bowling are open through Q3 2023. Unseasonable weather in Q4 2023 allowed for additional access to putting course. Q4 2023 putting course rounds are up 136% or 458 as compared to Q4 2022. Total 2023 revenues exceed budget by 5%, largely driven by equipment rental and sales revenues. Total 2023 expenses exceed budget by 112%. o Salaries exceed budget by 11% largely due to being down 2 full time staff and 1 part time staff member in 2022. Also, starting rates for seasonal staff were increased in 2023 to attract qualified applicants. o Depreciation totals 455% of budgeted figure largely due to asset transfers from the general fund to CLP fund in 2022 that were not included in the 2022-2023 budgeted depreciation calculations. YTD 2023 2023 Budget YTD 2022 % of Budget Revenues Sales 28,885 26,000 33,004 111% Admissions 1,165 - 701 N/A Other Fees 606,005 565,000 628,153 107% Building Rental 66,089 93,000 88,975 71% Equipment Rental 169,306 149,000 167,221 114% Total Revenues 871,450 833,000 918,054 105% Expenses Cost of Sales & Srvc (11,266) (12,000) (14,855) 94% Salaries (712,062) (639,972) (558,387) 111% Benefits (194,122) (194,332) (118,186) 100% Contractual Services (276,757) (283,368) (277,445) 98% Commodities (126,245) (148,950) (113,470) 85% Internal Services (132,581) (132,581) (128,113) 100% Depreciation (168,418) (37,000) (170,755) 455% Total Expenses (1,621,451) (1,448,203) (1,381,212) 112% Net Operating Income (Loss)(750,001) (615,203) (463,158) 122% Non-Operating Rev/Exp Invmnt Inc Non-Op 15,726 4,000 (17,357) 393% Donations Non-Op 34,120 - 32,600 N/A Contrib & Transfers 427,739 425,000 2,448,991 101% Miscellaneous Non-Op - - 212 N/A Sale of Property 4,010 - 15 N/A Total Non-Operating Rev/Exp 481,595 429,000 2,464,461 112% Net Income (Loss)(268,406) (186,203) 2,001,303 144% Total Cost Recovery 54%58%66% Management Cost Recovery 70%68%90% 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 67% for 2023. Arena non-prime ice hours utilization at 53% for 2023. Total 2023 revenues exceed budget by 7%. o Charges for services exceed budget by 109%, mostly related to yearly participation fees and live stream revenues. Total 2023 expenses are under budget by 1%. o Contractual services are up 30% over budget largely driven by utilities, specifically solar garden expenses. o Commodities under budget by 33% and down 4% as compared to 2022, specifically supplies expenses. This category is relatively fluid depending on needs. YTD 2023 Budget 2023 YTD 2022 % of Budget Revenues Charges for Services 158,043 75,500 138,459 209% Sales 327,163 309,500 289,025 106% Admissions 252,926 255,000 212,135 99% Other Fees 1,770 - 5,516 N/A Building Rental 2,086,782 1,996,739 1,881,281 105% Equipment Rental 6,080 6,000 6,543 101% Total Revenues 2,832,764 2,642,739 2,532,959 107% Expenses Cost of Sales & Srvc (144,026) (111,000) (121,410) 130% Salaries (874,504) (1,024,178) (818,514) 85% Benefits (241,425) (243,671) (299,301) 99% Contractual Services (1,283,394) (1,007,222) (1,011,596) 127% Commodities (92,296) (140,750) (95,914) 66% Internal Services (244,365) (244,365) (236,115) 100% Depreciation (522,451) (665,000) (590,898) 79% Total Expenses (3,402,462) (3,436,186) (3,173,748) 99% Net Operating Income (Loss)(569,698) (793,447) (640,789) 72% Non-Operating Rev/Exp Invmnt Inc Non-Op 29,532 3,000 (18,336) 984% Contrib & Transfers 400,694 392,000 458,440 102% Miscellaneous Non-Op 750 - 18,892 N/A Interest & Fiscal Charges (58,905) (58,436) (44,931) 101% Total Non-Operating Rev/Exp 372,071 336,564 414,065 111% Net Income (Loss)(197,626) (456,883) (226,724) 43% Total Cost Recovery 83%77%80% Management Cost Recovery 110%106%110% 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. Braemar Dome is not open during Q3, May- Oct, which is reflected in the reduction in YTD average prime and non-prime utilization percentages. Field prime hours utilization at 61% for 2023. Field non-prime hours utilization at 26% for 2023. Total 2023 revenues exceed budget by 9%. o Admissions exceeded budget by 13%, mostly tied to open dome. Total 2023 expenses exceed budget by 18%. o Salaries up 19% over budget. Partially due to greater number of hours worked in 2023 versus 2022 and partially due to wage increases. o Contractual Services increased 17% over budget in part due to repairs and maintenance including an unforeseen sinkhole repair, equipment rental and service contracts for lawn care and cleaning services. YTD 2023 2023 Budget YTD 2022 % of Budget Revenues Admissions 28,335 25,000 24,306 113% Other Fees 480 - 569 N/A Building Rental 515,121 535,000 466,457 96% Total Revenues 607,890 560,000 491,331 109% Expenses Salaries (154,600) (130,233) (130,208) 119% Benefits (39,122) (23,465) (64,374) 167% Contractual Services (331,915) (211,070) (170,479) 157% Commodities (16,104) (25,250) (6,948) 64% Internal Services (38,779) (38,779) (37,569) 100% Depreciation (534,772) (514,000) (534,772) 104% Total Expenses (1,115,293) (942,797) (944,351) 118% Net Operating Income (Loss)(507,403) (382,797) (453,019) 133% Non-Operating Rev/Exp Invmnt Inc Non-Op 78,107 11,000 (45,342) 710% Contrib & Transfers 1,244 1,000 1,120 124% Total Non-Operating Rev/Exp 79,351 12,000 (44,222) 661% Net Income (Loss)(428,052) (370,797) (497,241) 115% Total Cost Recovery 55%59%52% Management Cost Recovery 113%144%132% Braemar Golf Course & Dome 2023 timed golf and buckets sold down 1% as compared to 2022 total timed golf and buckets sold. Total 2023 revenues exceeded budget by 36%. o Sales, memberships, and admissions all significantly exceed budgeted figures due to increased golf course demand. Total 2023 exceeded budget by 124%. o Cost of sales were up 49% over budget in response to increase in sales. o Salaries increased 26% over budgeted figure due to a filled vacancy in 2023 and a significant increase in hours worked in 2023 as compared to 2022. o Contractual services increased 52% over budget due to professional services, food & beverage expansion study, and credit card fees. YTD 2023 2023 Budget YTD 2022 % of Budget Charges for Services 10,893 - 6,348 N/A Sales 422,505 260,000 316,626 163% Memberships 341,264 130,000 287,427 263% Admissions 1,711,700 900,000 1,662,516 190% Other Fees 3,090,127 2,696,500 3,073,325 115% Building Rental 211,425 251,000 318,004 84% Equipment Rental 430,201 325,000 399,137 132% Total Revenues 6,218,115 4,562,500 6,063,383 136% Expenses Cost of Sales & Srvc (284,773) (191,000) (225,925) 149% Salaries (2,099,916) (1,663,114) (1,845,950) 126% Benefits (521,083) (413,307) (557,582) 126% Contractual Services (1,015,008) (673,050) (780,868) 151% Commodities (502,476) (391,000) (431,150) 129% Equipment Rental (4,079) - - N/A Internal Services (334,130) (334,130) (322,661) 100% Depreciation (885,707) (904,000) (955,347) 98% Total Expenses (5,647,172) (4,569,601) (5,119,483) 124% Net Operating Income (Loss)570,943 (7,101) 943,900 -8040% Non-Operating Rev/Exp Invmnt Inc Non-Op 149,046 9,000 (67,783) 1656% Donations Non-Op - - 30,000 N/A Contrib & Transfers 62,466 53,600 59,401 117% Miscellaneous Non-Op (49) - 14,284 N/A Interest & Fiscal Charges (162,031) (179,617) (169,339) 90% Total Non-Operating Rev/Exp 49,432 (117,017) (133,437) -42% Net Income (Loss)620,375 (124,118) 810,464 -500% Total Cost Recovery 110%100%118% Management Cost Recovery 143%139%160% Revenues Liquor Grandview makes up 39% of total 2023 sales, followed by Southdale, 38%, 50th & France, 21%, and E-Commerce, 2%. Total 2023 revenues were under budget by 15%. o Revenue down roughly 8% as compared to YTD 2022. This is largely due to a decline in traffic. o Total number of transactions down 6% or 25,402. o Average transaction value down 8% or $3.10. Total 2023 expenses were under budget by 13%. o Contractual services exceeded budget by 8%, driven by increases in repairs and maintenance (new exterior doors, tile replacement, new entrance system), electricity, and credit card fees. This was partially offset by a decrease in advertising and service contract expenses. o Total 2023 COGS makes up 82% of budget which is directly correlated with the decline in sales YTD 2023 2023 Budget YTD 2022 % of Budget Revenues Sales 13,327,422 15,665,239 14,432,189 85% Other Fees 2,596 - (4,714) N/A Total Revenues 13,330,018 15,665,239 14,427,475 85% Expenses Cost of Sales & Srvc (9,005,524) (10,970,141) (10,010,257) 82% Salaries (1,883,712) (1,808,125) (1,684,503) 104% Benefits (581,225) (689,072) (730,472) 84% Contractual Services (741,279) (689,299) (685,086) 108% Commodities (44,955) (70,600) (100,803) 64% Internal Services (408,284) (408,284) (397,369) 100% Depreciation (125,135) (117,000) (125,293) 107% Total Expenses (12,790,113) (14,752,521) (13,733,782) 87% Net Operating Income (Loss)539,905 912,718 693,693 59% Non-Operating Rev/Exp Invmnt Inc Non-Op 129,012 21,000 (69,456) 614% Contrib & Transfers (995,127) (996,250) (995,327) 100% Miscellaneous Non-Op 2,479 - (0) N/A Total Non-Operating Rev/Exp (863,636) (975,250) (1,064,783) 89% Net Income (Loss)(323,731) (62,532) (371,090) 518% Total Cost Recovery 104%106%105% Management Cost Recovery 109%110%109% 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, total 2022 and YTD 2023 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. Utility Fund Total revenue was slightly above budget at 106%. Water charges exceeded the budget by $1.5M due to unseasonably dry conditions. Total expenses were below budget at 91% due to a combination of factors including a reduction in Met Council sewer charges, decreased professional services spending, staff openings and a reduction in overtime due to the lack of snow. Starting in 2023, water meter billing charges are listed separately. Prior years were included in total water charges. 2022 includes water meter sales and some miscellaneous charges only. WAC/SAC Fees are dependent upon building permits and are budgeted conservatively. WAC/SAC fees are $460K YTD comparable to PY YTD of $4.1M. Investment income is up due an increase in earnings and the allocation of an unrealized gain compared to an unrealized loss in 2022. Increase in Interest & Fiscal Charges is due to the bond refunding payments. - 50,000 100,000 150,000 200,000 250,000 300,000 350,000 400,000 Water Pumped from Wells 2019 2020 2021 2022 2023 2019-2023 Average Water Pumped Utilities 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 dollar 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 Q4 is $103M. 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. Tradition - One year $245,000 FDIC insured Certificate of Deposit held at Tradition Capital Bank. 2023B – This account was created to house investment of bond proceeds at U.S. Bank. Q4 balance is $830k. 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. Q4 Balance is $491K. 2023D – This account held proceeds from 2022A. Q4 balance is $2.1M. 2022A bond proceeds of $29.5M were deposited here in June 2022 2023E – This account held proceeds from 2023A. Q4 balance is $3.1M. 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 the Morningside street reconstruction, water main, sanitary sewer, and storm sewer improvements. The following is a breakdown of total investments by custodian as of 12/31/23: The following represents the total investment pool by security type: 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, ten 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 four months to 27 years. The later maturities represent mortgage-backed securities.