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2024-06-04 City Council Meeting Packet
Agenda City Council Meeting City of Edina, Minnesota City Hall Council Chambers Tuesday, June 4, 2024 7:00 PM Watch the meeting on cable TV or at EdinaMN.gov/LiveMeetings or Facebook.com/EdinaMN. Participate in Community Comment and Public Hearings Call 312-535-8110 Enter access code 2630 568 3419 Password is 5454 Press *3 on your telephone keypad when you would like to get in the queue to speak A sta6 member will unmute you when it is your turn I.Call To Order II.Roll Call III.Pledge of Allegiance IV.Approval Of Meeting Agenda V.Community Comment During "Community Comment," the Mayor will invite residents to share issues or concerns that are not scheduled for a future public hearing. Items that are on tonight's agenda may not be addressed during Community Comment. Individuals must limit their comments to three minutes. The Mayor may limit the number of speakers on the same issue in the interest of time and topic. Individuals should not expect the Mayor or Council to respond to their comments tonight. The City Manager will respond to questions raised during Community Comments at the next meeting. A.City Manager's Response to Community Comments VI.Adoption Of Consent Agenda All agenda items listed on the Consent Agenda will be approved by one motion. There will be no separate discussion of items unless requested to be removed by a Council Member. If removed the item will be considered immediately following the adoption of the Consent Agenda. (Favorable rollcall vote of majority of Council Members present to approve, unless otherwise noted in consent item.) A.Approve Minutes: Work Session and Regular, May 21, 2024 B.Approve Payment of Claims C.Resolution No. 2024-37: Providing for the Sale of up to $32,730,000 General Obligation Bonds D.Special Project Request Public Engagement Plan for Edina Girls Fastpitch Association E.Special Project Request Public Engagement Plan for Edina Baseball Association F.Waive Permit Fees for Braemar Park Courtney Baseball Fields Sports Netting G.Request for Purchase: Braemar Park Design and Engineering Services H.Request for Purchase: Strachauer Park Playground Equipment I.Request for Purchase: ENG 24-6NB Vegetated Stormwater Management Asset Maintenance J.Request for Purchase: 2024 Watermain Pipe Condition Assessment K.Tra?c Safety Report of April 30, 2024 L.Approve Out-of-State Travel for Mayor Hovland VII.Special Recognitions And Presentations A.Metro Transit E-Line Bus Rapid Transit Update VIII.Public Hearings During "Public Hearings," the Mayor will ask for public testimony after staB 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.PUBLIC HEARING: Resolution No. 2024-40, Preliminary Rezoning, Overall Development Plan, Site Plan and Subdivision for 7235 France Avenue IX.Reports/Recommendations: (Favorable vote of majority of Council Members present to approve except where noted) A.Resolution No. 2024-42: Accepting Donations B.Resolution No. 2024-41: Extension of the Final Site Plan Approval for Lots 1-3, Block 1 AMN Addition (for 7001 France, 3601 and 3625 70th Street) C.Ordinance No. 2024-04: Amendment Regarding Tree Protection X.Commission Correspondence (Minutes and Advisory Communication) A.Minutes: Transportation Commission, Apr. 18, 2024 XI.Manager's Comments A.Prep Memo June 4, 2024 XII.Mayor And Council Comments XIII.Adjournment The City of Edina wants all residents to be comfortable being part of the public process. If you need assistance in the way of hearing ampliIcation, an interpreter, large-print documents or something else, please call 952-927-8861 72 hours in advance of the meeting. Date: June 4, 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: June 4, 2024 Agenda Item #: VI.A. To:Mayor and City Council Item Type: Minutes From:Sharon Allison, City Clerk Item Activity: Subject:Approve Minutes: Work Session and Regular, May 21, 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, May 21, 2024 Minutes: Draft City Council Regular, May 21, 2024 Page 1 MINUTES OF THE EDINA CITY COUNCIL WORK SESSION COMMUNITY ROOM, CITY HALL TUESDAY, MAY 21, 2024 5:30 P.M. CALL TO ORDER Mayor Hovland called the meeting to order at 5:30 p.m. ROLL CALL Answering rollcall were Members Agnew, Jackson, Pierce, Risser, and Mayor Hovland. Staff in attendance: Scott Neal, City Manager; Ari Lenz, Assistant City Manager; Addison Lewis, Community Development Coordinator; Perry Vetter, Parks & Recreation Director; Luther Overholt, Tree Forester; Laura Beres, Assistant City Forester; Tom Swenson, Assistant Director Parks and Natural Resources; Chad Millner, Director of Engineering; Zuleyka Marquez, Facilities Project Manager; Marisa Bayer, Sustainability Manger; Cary Teague, Community Development Director; Emily Dalrymple, Assistant City Planner; Stephanie Hawkinson, Affordable Housing Development Manager; Bill Neuendorf, Economic Development Manager; Jennifer Bennerotte, Communications Director; David Yanagisawa, IT Specialist; and Sharon Allison, City Clerk. FACILITY REUSE DISCUSSION City Manager Neal noted that the intent of this item was to show the Council what staff was working on related to possible facility reuse ideas. He explained that they were not necessarily looking for a response or a decision from the Council, but would like to get their feedback on some of the options. Community Development Coordinator Addison Lewis gave an overview of possible repurposing uses for the existing Fire Station 2, Art Center, and the excess land at Fire Station 2. He reviewed background information of the three sites including: the site size, zoning, guided land use, existing conditions, surrounding uses, potential site issues, timeline/transition notes, potential site uses, and costs. Chad Millner, Director of Engineering reviewed the City’s need for a water treatment plant and the positive aspects associated with providing additional water quality to the residents, and reviewed some of the details that would need to be examined before a decision to move forward could be made. The Council asked questions of staff and discussed possible options for the water treatment plant; additional capacity that a water treatment plant may provide; housing; whether there was a need for additional space for the public at the water treatment plant; current use of the skate park area; the importance of doing due diligence on the Art Center site and possible title restrictions; options for mixed use on the Fire Station 2 site; importance of housing variety, including ownership options rather than additional rental properties. The Council reached consensus on Yorktown Park being the water treatment plant site; directed staff to work on a study related to what residents may want to see the Art Center site used for; and use of the Fire Station site for housing with possible mixed usage. ACTION STEP SUMMARY FOR AMENDING THE TREE PROTECTION AND PRESERVATION ORDINANCE City Manager Neal explained that the intent of this item was to reflect back what staff felt they heard from the Council at the last work session on this topic. Parks and Recreation Director Vetter stated that at the last work session they covered a lot of ground in a short period of time and explained that staff wanted to touch base with the Council and make sure that everyone was on the same page regarding the direction that should be taken with the Tree Protection and Preservation Ordinance. He reviewed the factors that were discussed at the May 7, 2024 Work Session that Minutes/Edina City Council Work Session/May 21, 2024 Page 2 were identified for immediate change and those that required additional analysis and follow-up. He explained that the ultimate goal was to pull everything together and have them within one section of City code, so the requirements would be clear to the applicants. Mr. Millner noted that the Energy and Environment Commission (EEC), along with staff, had drafted a residential ordinance but wanted to wait to present it to the Council until this conversation had taken place. The Council asked questions of staff and discussed how the City would use an arborist; the tree canopy; tree capacity for various sites; concerns about only targeting single-family lots; the review process for the criteria for deviation; frustrations residents have had with not being able to get clarity surrounding escrow calculation details; whether the escrow follows the person or the property; examples of how the escrow would be effected when someone sold their home; the City tree sale; the somewhat punitive feel of the ordinance and the possibility that it may be unfair to residents; the thought process behind the 3-year time period; ways to protect the City’s tree canopy without making the process seem onerous; the inability to replace a 100-year-old oak tree, and ways to disincentivize cutting down those trees. ADJOURNMENT Mayor Hovland adjourned the meeting at 6:55 p.m. Respectfully submitted, Sharon Allison, City Clerk Minutes approved by Edina City Council, ___, 2024. James B. Hovland, Mayor Page 1 MINUTES OF THE REGULAR MEETING OF THE EDINA CITY COUNCIL MAY 21, 2024 7:00 P.M. I. CALL TO ORDER Mayor Hovland called the meeting to order at 7:00 p.m. then shared the procedure for public hearing and community comment. II. ROLLCALL Answering rollcall were Members Agnew, Jackson, Pierce, Risser, and Hovland. Absent: None. III. PLEDGE OF ALLEGIANCE IV. MEETING AGENDA APPROVED AS PRESENTED Member Jackson made a motion, seconded by Member Agnew, to approve the meeting agenda as published. Rollcall: Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. V. COMMUNITY COMMENT Dave Frenkel, 4510 Lakeview Drive, responded to the City Manager’s comments regarding the timeliness of lowering the American flag and how other cities were able to accomplish the task and volunteered to do so on weekends if needed. He spoke about the poor condition of Arden Park that included the holding pond approaching the playground into the creek, dead and dying trees, overgrown shrubs, and the need to remove debris from the park. He referred to the park’s drinking fountain that was not ADA compliant and had bird feces with a nest above which should have been covered and removed. He commented on the pedestrian bridge in Grandview and the need to re-sign the bridge to properly show its access. Cole DeVries, 6900 Southdale Road, shared his frustrations regarding the City’s tree preservation policy and how it had affected progress on the home he was constructing at 4501 Southdale Road. He said he needed staff guidance on the policy’s requirements so he does not lose his $45,000 escrow amount then noted the person purchasing the home did not want any more trees planted. He stated the lot could not hold that many trees and he had repeatedly asked staff to provide guidance. He shared he had retained counsel as he needed resolution by the end of the month. He restated his frustrations regarding the City Forester’s office during this process that included the police having to remove people from the job site and lost time. Mr. Devries asked for direction as he believed the City had failed him through this process. VI.A. CITY MANAGER’S RESPONSE TO COMMUNITY COMMENTS City Manager Neal responded to Community Comments from current and past meetings. VI. CONSENT AGENDA ADOPTED AS AMENDED Member Pierce made a motion, seconded by Member Agnew, approving the consent agenda as amended removing Item VI.C., Edina Historical Society Service Agreement, as follows: VI.A. Approve Minutes of the Work Session and Regular Meeting of May 7, 2024 VI.B. Approve Claims for Payment for Check Register Pre-List Dated May 3, 2024, totaling $2,684,714.96 and Check Register Claims Pre-List Dated May 10, 2024, totaling $595,287.98 VI.C. Edina Historical Society Service Agreement VI.D. Approve Alternative Response Team Joint Powers Agreement Minutes/Edina City Council/May 21, 2024 Page 2 VI.E. Request for Purchase; Cleaning Services for Edina Aquatic Center, awarding the bid to the recommended low bidder, Wendy Del Carmen Maciel Gutievrez, DBA Covas Cleaning Services, LLC for $27,717 VI.F. Request for Purchase; 2024 Toro Trim Mower, awarding the bid to the recommended low bidder, MTI Distributing, $27,193 VI.G. Request for Purchase; Fire Station 2 Station Alerting Equipment, awarding the bid to the recommended low bidder, US Digital Designs, Inc., $128,884 VI.H. Request for Purchase; Fire Station 2 Station Alerting Equipment Install, awarding the bid to the recommended low bidder, Ancom Technical Center, $66,721 VI.I. Request for Purchase; FC24-09A City Hall Solar PV, awarding the bid to the recommended low bidder, iSolar LLC, $396,003 VI.J. Request for Purchase; Grandview Parking Ramp Structural Testing, awarding the bid to the recommended low bidder, Paragon Restoration II, Inc., $20,500 VI.K. Adopt Resolution No. 2024-38 Acquisition of Real Property at 6224 Interlachen Boulevard Rollcall: Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. ITEMS REMOVED FROM THE CONSENT AGENDA VI.C. EDINA HISTORICAL SOCIETY SERVICE AGREEMENT – APPROVED The Council shared support for the service agreement regarding process but felt it was limited in metrics and because the Historical Society was a visible entity the City supported. The Council suggested presenting information on an annual basis regarding their collection policy, amount of funds taken in, objects accepted, de-acquisition, and how they addressed downsizing. Mr. Neal supported gathering this information and suggested if the City was going to be a larger contributor, that the Council consider how to designate someone to their Board of Directors, noting Member Risser would be a valuable board member based on her skills and background. Member Risser made a motion, seconded by Member Pierce, to approve the Edina Historical Society Service agreement as presented. Rollcall: Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. VII. SPECIAL RECOGNITIONS AND PRESENTATIONS VII.A. EDINA HIGH SCHOOL GIRLS HOCKEY TEAM – RECOGNIZED The Council recognized the Edina High School girl’s hockey team for winning the State championship in the 2023-2024 school year. The team introduced themselves and thanked the community for their support and thanked the Council for the recognition. A round of applause was offered by all in attendance. VII.B. NATIONAL EMERGENCY MEDICAL SERVICES WEEK – PROCLAIMED Member Jackson made a motion, seconded by Member Agnew, to adopt a proclamation declaring May 19-25, 2024, as Emergency Medical Services Week in the City of Edina. Rollcall: Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. Fire Marshal Ehmiller shared this marked the 50th anniversary of National EMS Week and was a time to show our gratitude toward EMTs and paramedics who provide lifesaving care across the nation every day. He noted this included dispatchers who provide critical advice to callers even before EMTs and paramedics Minutes/Edina City Council/May 21, 2024 Page 3 arrive. He said EMS Week was also a time to educate the public about EMS and the essential service they provide to communities and shared this year’s theme was “Honoring Our Past, Forging Our Future.” He encouraged the community to recognize past people in this role and thanked the Council for the recognition. VII.C. PROJECT UPDATES FROM MNDOT – RECEIVED Director of Engineering Millner introduced Mr. Wilson and invited him to share about current projects. Ryan Wilson, West Area Manager with MnDOT, provided project updates that included I-494, auxiliary lane on Highway 62, and other MnDOT projects that could affect Edina. He outlined the I-494 airport to Highway 169, the I-494 bridge over the Minnesota River, Highway 100 Vernon Avenue bridge replacements and interchange improvements, and the 10-year plan (STIP and CHIP) projects. He shared the proposed construction schedule overview through 2026, maintenance of traffic overview that included lane closures and ramp closures, then reviewed completed work in 2023 that included storm sewer installation, temporary bituminous paving, and concrete paving. He reviewed grant submissions for the I-494 Airport to Highway 169 project and said if successful would begin in 2026 and have proposed phasing of the remaining $379 million vision. Mr. Wilson reviewed access impacts over the next two years then thanked the City for their leadership and partnership with the cooperative construction agreement for the Highway 100 improvements. He reviewed the draft STIP plan that included Highway 62 construction of an auxiliary lane westbound from Valley View Road on ramp to TH100 north bound off ramp that would be coordinated with the City-led pedestrian bridge project and improvements on W. 64th Street. He said the project would require noise evaluation and potential mitigation then shared the schedule of anticipated construction in 2028. The Council thanked Mr. Wilson and his team for their work then asked questions and provided feedback. VII.D. PRESERVATION MONTH MAY 2024 – PROCLAIMED Member Jackson made a motion, seconded by Member Pierce, to proclaim May 2024, as National Police Week in the City of Edina. Rollcall: Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. Assistant City Planner Dalrymple said the City joined other local and State preservation groups and organizations in celebrating May as Preservation Month. She said Preservation Month was designed to raise awareness of historic properties and to celebrate history, culture, and historic places. VII.E. 2024 EDINA HERITAGE AWARD; HOUSENOVEL - PRESENTED Heritage Preservation Commissioner Chair Lonnquist thanked the Council for their earlier Proclamation recognizing their work then said she was pleased to present the 2024 Edina Heritage Award to the founders of HouseNovel. She said their website was launched in 2022 and included public records and photos of more than 600 homes, with more than 100 outside the Country Club District. She spoke about these generous partners with our Century Homes project which allowed homeowners to learn more about their homes at no charge and thanked them for their contributions to Edina. Amanda Zielike, HouseNovel, thanked the City for the award and said it was a great way to preserve all the real moments that make a house a home. She encouraged homeowners to capture memories in their homes and upload to their website of over 24,000 home records and growing. She said they looked forward to the partnership and reaching their goal to be the nation’s go-to home history resource. She noted there could be crowdsource home history conducted which would make this a community effort. David Decker, HouseNovel, shared that as the transition of a home occurred, there were amazing stories and history that we don’t want to lose and that some were overwhelmed with information. He said their website provided an opportunity to save the history and noted that 10% of people contribute information for 90% of property owners, which was key. He thanked everyone for the partnership. Minutes/Edina City Council/May 21, 2024 Page 4 A round of applause was offered by all in attendance. VII.F. CLIMATE ACTION PLAN AND 2023 CAS FUND UPDATE – RECEIVED Sustainability Manager Bayer shared the City had a history of commitment to environmental protection and progress. In 2016, the Conservation and Sustainability (CAS) Fund received its first franchise fee income distribution and the City hired a staff member dedicated to sustainability. In 2021, Edina passed its Climate Action Plan and received its first annual sustainability report. The purpose of the annual Climate Action Plan update was for staff to inform Council of Climate Action Plan implementation progress and Conservation and Sustainability (CAS) Fund expenditures, which included a look ahead to long-term goals and to answer questions. She outlined their vision to help those who live in Edina imagine and achieve a future where the earth and all who live on it thrive and how that could be accomplished through 8 sectors, 36 strategies, 218 actions, and 9 years to achieve. She shared goals of reduced community-wide greenhouse gas emissions by 45% by 2030 with net zero emissions by 2050. Ms. Bayer spoke about the 15% reduction achieved as of the 2021 inventory then outlined municipal emissions which represented 1% of total community-wide emissions through electricity, natural gas, transportation, solid waste, water and wastewater. She shared how they decreased this amount by 35% through various drivers then spoke about the importance of events, workshops, incentives, communications, and outreach to achieve these goals. She said their work was funded through utility franchise fee revenue and reviewed the Conservation and Sustainability Fund in detail. She also reviewed 2023 accomplishments and implementation progress and challenges then shared work plan for 2024 and forward. The Council asked questions and provided feedback. VIII. PUBLIC HEARINGS Affidavits of Notice presented and ordered placed on file. VIII.A. NEW ON-SALE INTOXICATING AND SUNDAY SALE LIQUOR LICENSES FOR HOPE EDINA, LLC, DBA HOPE BREAKFAST BAR – APPROVED Clerk Allison said Hope Edina, LLC dba Hope Breakfast Bar, was a new restaurant opening at 7585 France Avenue South and that the applicant had applied for On-Sale Intoxicating and Sunday Sale Liquor Licenses. Planning, Health, Administration and Police department staff reviewed the application and found that it complied with City code requirements. A background investigation was completed by the Police Department and no concerns were raised. Staff recommended approval of the liquor licenses and requested approval immediately, which was an exception to the two-meeting public hearing process. Jeff Bornmann, Hope Breakfast Bar, shared more about their restaurant and its breakfast/brunch menu offered between 7 a.m. and 3 p.m. He said they were excited for this next opening in a couple of weeks and to be part of the community in the Centennial Lakes Plaza. He shared about their mission to give back to the community, to do things differently, and that they dedicated a portion of sales to help hospitality workers as well as mission work worldwide. The Council asked questions and provided feedback. Mayor Hovland opened the public hearing at 8:32 p.m. Public Testimony No one appeared. Member Agnew made a motion, seconded by Member Jackson, to close the public hearing. Rollcall: Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. Member Jackson made a motion, seconded by Member Pierce, to approve new On-Sale Intoxicating and Sunday Sale Liquor Licenses for Hope Edina, LLC dba Hope Breakfast Bar. Minutes/Edina City Council/May 21, 2024 Page 5 Rollcall: Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. VIII.B. NEW ON-SALE INTOXICATING AND SUNDAY SALE LIQUOR LICENSES FOR PUTTSHACK MINNEAPOLIS SOUTHDALE, DBA PUTTSHACK – APPROVED Ms. Allison said Puttshack Minneapolis Southdale, LLC dba Puttshack, was a new restaurant opening in Southdale Mall at 330 Southdale Center. The applicant had applied for On-Sale Intoxicating and Sunday Sale Liquor Licenses. Planning, Health, Administration and Police department staff reviewed the application and found that it complied with City code requirements. A background investigation was completed by the Police Department and no concerns were raised. Staff recommended approval of the liquor licenses and requested approval immediately, an exception to the two-meeting public hearing process. Josh St. Pierre, Puttshack, said they were excited to open their self-scoring mini-golf concept then shared the menu and brand and said they were excited to be part of the community and hoped to open early September. Dan Christians, Puttshack, thanked staff for their assistance and said they were excited for this new location as they felt it would be a great addition to Southdale Center. The Council asked questions and provided feedback. Mayor Hovland opened the public hearing at 8:39 p.m. Public Testimony No one appeared. Member Pierce made a motion, seconded by Member Jackson, to close the public hearing. Rollcall: Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. Member Agnew made a motion, seconded by Member Pierce, to approve new On-Sale Intoxicating and Sunday Sale Liquor Licenses for Puttshack Minneapolis Southdale, LLC dba Puttshack. Rollcall: Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. IX. REPORTS/RECOMMENDATIONS IX.A. RESOLUTION NO. 2024-39; ACCEPTING DONATIONS - ADOPTED Member Jackson introduced and moved adoption of Resolution No. 2024-39, accepting donations. Seconded by Member Pierce. Rollcall: Ayes: Agnew, Jackson, Pierce, Risser, and Hovland Motion carried. IX.B. ORDINANCE NO. 2024-03, RESOLUTION NO. 2024-30 AND 2024-33, COMPREHENSIVE PLAN AMENDMENT, REZONING AND SUBDIVISION, 5120 AND 5124 HANKERSON AVENUE – FIRST READING OF ORDINANCE NOT GRANTED; RESOLUTIONS OF DENIAL ADOPTED Community Development Director Teague said Donnay Homes Inc. was proposing to tear down two existing single-dwelling units to build two double-dwelling units/townhomes at 5120 and 5124 Hankerson Avenue. The development would gain access off the alley on the west side of the properties similar to the Minutes/Edina City Council/May 21, 2024 Page 6 townhomes to the south. The subject properties were zoned R-1, Single Dwelling Unit District. The site was guided low-density residential, which allowed between 1-5 units per acre. The properties were 19,468 square feet in size total (9,769 and 9,699 s.f. each). The proposed density of this project was 9 units per acre. To accommodate the proposal, the applicant was requesting a Comprehensive Plan Amendment to re-guide the site from Low-Density Residential to Medium Density Residential, which would allow 5-12 units per acre, a rezoning from R-1; Single-Dwelling Unit District to PUD-20, Planned Unit Development, to be part of the adjacent Grandview Townhome PUD with flexibility through the PUD for structure setback, building coverage and lot area per dwelling, to match the existing PUD to the south; and Subdivision/Preliminary Plat. He said Planning Commission recommended the City Council approve the requests on a vote of 6-3. The Council asked questions and provided feedback. Member Risser introduced and moved adoption of Resolution 2024-33 Denying A Comprehensive Plan Amendment to Re-Guide 5120 and 5124 Hankerson Avenue from Low Density Residential to Medium Density Residential. Seconded by Member Pierce. Rollcall: Ayes: Agnew, Jackson, Risser, Pierce, Hovland Motion carried. Member Pierce introduced and moved adoption of Resolution 2024-30 Denying Preliminary Rezoning From R-1, Single Dwelling Unit District to PUD, Planned Residential District-20 to Become Part of the Adjacent Grandview Townhome PUD and Subdivision at 5120 & 5124 Hankerson Avenue. Seconded by Member Risser. Rollcall: Ayes: Agnew, Jackson, Risser, Pierce, Hovland Motion carried. The First Reading of Ordinance No. 2024-03 Amending the Zoning Ordinance for the PUD- 20, Planned Unit Development-20 Zoning District was not granted. IX.C. RESOLUTION NO. 2024-31 SITE PLAN WITH VARIANCES AND SUBDIVISION FOR EDINA ENDODONTICS, 7300 METRO BOULEVARD – ADOPTED Mr. Teague said Hempel Real Estate, on behalf of Edina Endodontics, was proposing to build a new 6,000 square foot dental office in the parking lot of 7300 Metro Boulevard. The existing site contained a 110,790 square foot office building that was served by a surface parking lot. The lot was 5.47 acres in size. The property was zoned Planned Office District, in which dental offices are a permitted use. The request required site plan review, variances of first-floor ceiling height from 20 to 10 feet and side yard setback from 20 to 10 feet, and subdivision. The applicant went through the sketch plan process and made revisions to the plans based on the feedback from the Planning Commission and Council. The most significant change included eliminating the parking lot in front of the building. The Planning Commission unanimously recommended approval of the requests. The Council asked questions and provided feedback. Member Jackson introduced and moved adoption of Resolution No. 2024-31, approval of a site plan, variances, and subdivision at 7300 Metro Boulevard for Edina Endodontics. Seconded by Member Risser. Rollcall: Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. X. COMMISSION CORRESPONDENCE (MINUTES AND ADVISORY COMMUNICATION) – Received Minutes/Edina City Council/May 21, 2024 Page 7 X.A. MINUTES: PARKS AND RECREATION COMMISSION, APRIL 8, 2024 X.B. MINUTES: ENERGY AND ENVIRONMENT COMMISSION, APRIL 11, 2024 XI. MANAGER’S COMMENTS – Received XI.A. QUARTERLY FINANCIAL REPORT XI.B. UPDATE ON 2024 STATE LEGISLATIVE SESSION XI.C. UPDATE ON THE SOUTH METRO PUBLIC SAFETY TRAINING FACILITY XI.D. UPDATE ON THE LEAGUE OF MINNESOTA CITIES XI.E. PREP MEMO MAY 21, 2024 XII. MAYOR AND COUNCIL COMMENTS – Received XIII. ADJOURNMENT Jackson, Agnew adjourned the meeting at 9:37 p.m. Rollcall: Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. Respectfully submitted, Sharon Allison, City Clerk Minutes approved by Edina City Council, June 4, 2024. James B. Hovland, Mayor Video Copy of the May 21, 2024, meeting available. Date: June 4, 2024 Agenda Item #: VI.B. To:Mayor and City Council Item Type: Claims From:Pa Thao, Finance Director Item Activity: Subject:Approve Payment of Claims Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Claims for Payment: Check Register Claims Pre-List Dated 05.17.2024 TOTAL $1,277,865.37 Check Register Claims Pre-List Dated 05.24.2024 TOTAL $2,168,431.72 INTRODUCTION: Claims information for approval is attached. ATTACHMENTS: Description Check Register Claims Pre-List Dated 05.17.2024 TOTAL $1,277,865.37 Check Register Claims Pre-List Dated 05.24.2024 TOTAL $2,168,431.72 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: MSchauerProgram ID: apcshdsb Page 71 JOURNAL ENTRIES TO BE CREATED FUND SUB FUND DUE TO DUE FR 1000 General 177,124.362100 Police Special Revenue 6,211.172300 Pedestrian and Cyclist Safety 12.462500 Conservation & Sustainability 14,852.622600 Housing & Redvlpmt Authority 46.004000 Capital Projects 368,277.774200 Equipment Replacement 121,739.944400 PIR Capital Projects 2,916.935100 Art Center 363.505200 Braemar Golf Course 22,621.145200 Braemar Golf Course 1,668.815300 Aquatic Center 10,296.625400 Edinborough Park 9,070.225500 Braemar Arena 12,839.585600 Braemar Field 138.155700 Centennial Lakes 10,695.515800 Liquor 202,624.205900 Utility Fund 73,366.805900 Utility Fund 5,026.365900 Utility Fund 55,833.015900 Utility Fund 125,928.516000 Risk Management 3,009.316100 Equipment Operations 5,957.666200 Information Technology 3,854.176300 Facilities Management 16,203.847100 PS Training Facility 1,980.337200 MN Task Force 1 25,206.409999 Pooled Cash Fund 1,277,865.37 TOTAL 1,277,865.37 1,277,865.37 ** END OF REPORT - Generated by Mallory Schauer ** City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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 214 05/17/2024 WIRE 100886 METROPOLITAN COUNCIL 0001171768 04/16/2024 500.00 Invoice: 0001171768 500.00 59059005 6260 Wat Treat - Lic&Perm CHECK 214 TOTAL: 500.00 215 05/17/2024 WIRE 100886 METROPOLITAN COUNCIL 0001171751 04/17/2024 500.00 Invoice: 0001171751 500.00 59059005 6260 Wat Treat - Lic&Perm CHECK 215 TOTAL: 500.00 216 05/17/2024 WIRE 100886 METROPOLITAN COUNCIL 0001171770 04/17/2024 500.00 Invoice: 0001171770 500.00 59059005 6260 Wat Treat - Lic&Perm CHECK 216 TOTAL: 500.00 217 05/17/2024 WIRE 100886 METROPOLITAN COUNCIL 0001171769 04/17/2024 500.00 Invoice: 0001171769 500.00 59059005 6260 Wat Treat - Lic&Perm CHECK 217 TOTAL: 500.00 495418 05/17/2024 PRTD 161049 PROWISE INC 0429172404 04/17/2024 20240517 4,317.62 Invoice: 0429172404 4,317.62 53053001 6180 Operations - Rep&Maint CHECK 495418 TOTAL: 4,317.62 495419 05/17/2024 PRTD 133522 AARP DRIVER SAFETY PROGRAM C30491 05/09/2024 20240517 255.00 Invoice: C30491 AARP Smart Driving Class 255.00 16116103 6103 Senior Cen - Prof Svrs CHECK 495419 TOTAL: 255.00 495420 05/17/2024 PRTD 160930 ABLE SPRINKLER 34534 04/19/2024 20240517 364.98 Invoice: 34534 364.98 E ENG21011.CONSTRUCTN.CNTRCT PMT. 44044000 6715 Streets - CapInfrast CHECK 495420 TOTAL: 364.98 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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 495421 05/17/2024 PRTD 133483 ACTIVE911 INC 533363 11/26/2023 20240517 756.00 Invoice: 533363 756.00 21000000 6105 E911 - Dues&Sub ACTIVE911 INC 537165 12/13/2023 20240517 13.17 Invoice: 537165 13.17 21000000 6105 E911 - Dues&Sub CHECK 495421 TOTAL: 769.17 495422 05/17/2024 PRTD 135922 ACUSHNET COMPANY 917211862 02/05/2024 20240517 1,195.26 Invoice: 917211862 1,162.80 52005200 1356 Course BS - Inventory 32.46 52052006 5510 Ret Sales - CGS ACUSHNET COMPANY 917221448 02/06/2024 20240517 5,865.36 Invoice: 917221448 5,785.50 52005200 1356 Course BS - Inventory 79.86 52052006 5510 Ret Sales - CGS ACUSHNET COMPANY 917658119 03/29/2024 20240517 435.36 Invoice: 917658119 435.36 52052000 6203 Golf Gen - Uniforms ACUSHNET COMPANY 917863535 04/22/2024 20240517 592.07 Invoice: 917863535 592.07 52052000 6203 Golf Gen - Uniforms CHECK 495422 TOTAL: 8,088.05 495423 05/17/2024 PRTD 143557 ADIDAS AMERICA INC 6161110779 03/26/2024 20240517 2,133.99 Invoice: 6161110779 2,085.00 52005200 1356 Course BS - Inventory 48.99 52052006 5510 Ret Sales - CGS ADIDAS AMERICA INC 6161154464 04/05/2024 20240517 210.42 Invoice: 6161154464 202.50 52005200 1356 Course BS - Inventory 7.92 52052006 5510 Ret Sales - CGS CHECK 495423 TOTAL: 2,344.41 495424 05/17/2024 PRTD 160095 AM CRAFT SPIRITS SALES & MARKETIN 18806 04/30/2024 20240517 124.97 Invoice: 18806 3.97 58158101 5515 Sthdl Sell - CGS Other 121.00 5800 1355 Liquor BS - Inv Misc City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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 CHECK 495424 TOTAL: 124.97 495425 05/17/2024 PRTD 141960 AMAZON CAPITAL SERVICES 1KHX-N9KM-4D17 04/10/2024 20240517 44.99 Invoice: 1KHX-N9KM-4D17 44.99 16116102 6406 Spec Activ - SupOther AMAZON CAPITAL SERVICES 1X4F-Y4GM-L14X 04/17/2024 20240517 143.65 Invoice: 1X4F-Y4GM-L14X 143.65 61061004 6530 PW Equip - ReprParts AMAZON CAPITAL SERVICES 1HHR-QMMH-M64V 04/17/2024 20240517 229.02 Invoice: 1HHR-QMMH-M64V 229.02 14014000 6406 PW Adm Gen - SupOther AMAZON CAPITAL SERVICES 1PJ1-VLCV-NDYD 04/17/2024 20240517 19.31 Invoice: 1PJ1-VLCV-NDYD Supplies for front desk. 19.31 15515500 6406 Faclt Gen - SupOther AMAZON CAPITAL SERVICES 1JKN-1WWX-NDR7 04/17/2024 20240517 1,647.00 Invoice: 1JKN-1WWX-NDR7 reMarkable's for Parks & Liquor 549.00 58358300 6406 Ecom AdGe - SupOther 549.00 54054000 6513 Admin - SupOffice 549.00 16000000 6409 Park Admin - SupComp AMAZON CAPITAL SERVICES 16Q1-XDRK-N6YV 04/17/2024 20240517 33.40 Invoice: 16Q1-XDRK-N6YV Building Supplies 33.40 16116103 6406 Senior Cen - SupOther AMAZON CAPITAL SERVICES 1D69-477W-KQNP 04/17/2024 20240517 67.88 Invoice: 1D69-477W-KQNP 67.88 58058000 6406 50th AdGe - SupOther AMAZON CAPITAL SERVICES 1CQ1-N379-1J6Q 04/17/2024 20240517 139.88 Invoice: 1CQ1-N379-1J6Q 139.88 17017001 6406 Mowing - SupOther AMAZON CAPITAL SERVICES 1KPH-HQ9N-QC67 04/17/2024 20240517 50.12 Invoice: 1KPH-HQ9N-QC67 50.12 59059003 6406 Wat Distr - SupOther AMAZON CAPITAL SERVICES 16Q3-R6H4-MWD6 04/17/2024 20240517 139.98 Invoice: 16Q3-R6H4-MWD6 139.98 61061009 6530 Pk Mant Eq - ReprParts AMAZON CAPITAL SERVICES 13VX-NVLD-RKYT 04/18/2024 20240517 13.10 Invoice: 13VX-NVLD-RKYT 13.10 59059003 6406 Wat Distr - SupOther AMAZON CAPITAL SERVICES 1J1J-CKM6-QND4 04/18/2024 20240517 16.99 Invoice: 1J1J-CKM6-QND4 16.99 54054000 6513 Admin - SupOffice City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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 1HHR-QMMH-V31M 04/18/2024 20240517 519.34 Invoice: 1HHR-QMMH-V31M IT Supplies 519.34 62062000 6406 I.T. Gen - SupOther AMAZON CAPITAL SERVICES 1Y9N-XXHK-QFHC 04/18/2024 20240517 54.99 Invoice: 1Y9N-XXHK-QFHC 54.99 17017006 6406 Bldg Maint - SupOther AMAZON CAPITAL SERVICES 1T17-7WQN-3YPF 04/18/2024 20240517 141.91 Invoice: 1T17-7WQN-3YPF office supplies 141.91 51051000 6513 Admin/Ops - SupOffice AMAZON CAPITAL SERVICES 1T3C-QP7R-3WPF 04/18/2024 20240517 23.68 Invoice: 1T3C-QP7R-3WPF Class supplies 23.68 51051002 6564 Instrucnal - SupArt&Crf AMAZON CAPITAL SERVICES 1CCR-C6C7-43QL 04/18/2024 20240517 16.49 Invoice: 1CCR-C6C7-43QL 16.49 13013000 6406 Pol Ad Gen - SupOther AMAZON CAPITAL SERVICES 1NKY-DDN1-1DX3 04/18/2024 20240517 309.92 Invoice: 1NKY-DDN1-1DX3 309.92 57057000 6406 General - SupOther AMAZON CAPITAL SERVICES 1GGG-WWT3-1MFX 04/18/2024 20240517 23.57 Invoice: 1GGG-WWT3-1MFX 23.57 52052000 6513 Golf Gen - SupOffice AMAZON CAPITAL SERVICES 1NTD-RNTJ-3GNJ 04/18/2024 20240517 -33.40 Invoice: 1NTD-RNTJ-3GNJ Returned item due to damage -33.40 16116103 6406 Senior Cen - SupOther AMAZON CAPITAL SERVICES 1G3H-XKN3-4YVM 04/19/2024 20240517 59.52 Invoice: 1G3H-XKN3-4YVM Volunteer Appreciation Supplies 59.52 16116103 6406 Senior Cen - SupOther AMAZON CAPITAL SERVICES 1WY3-1LTJ-94LW 04/19/2024 20240517 180.42 Invoice: 1WY3-1LTJ-94LW 180.42 58258200 6406 Grnd AdGe - SupOther AMAZON CAPITAL SERVICES 1N4J-YQ7Q-94MF 04/19/2024 20240517 22.95 Invoice: 1N4J-YQ7Q-94MF 22.95 58158100 6406 Sthdl AdGe - SupOther AMAZON CAPITAL SERVICES 19MG-3JL1-FP6Y 04/20/2024 20240517 197.65 Invoice: 19MG-3JL1-FP6Y Fire and Park Maintenance iPad Supplies 112.94 42542500 6103 Fire ER - Prof Svrs 84.71 17017000 6406 Prk Mnt Ad - SupOther AMAZON CAPITAL SERVICES 11CV-494Q-G3NF 04/20/2024 20240517 42.17 Invoice: 11CV-494Q-G3NF City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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 42.17 57057000 6406 General - SupOther AMAZON CAPITAL SERVICES 1NKG-79DY-HDV3 04/21/2024 20240517 9.99 Invoice: 1NKG-79DY-HDV3 Supplies for front desk. 9.99 15515500 6406 Faclt Gen - SupOther AMAZON CAPITAL SERVICES 1WPQ-YQFL-47W3 04/22/2024 20240517 17.99 Invoice: 1WPQ-YQFL-47W3 17.99 14014000 6406 PW Adm Gen - SupOther AMAZON CAPITAL SERVICES 17VF-K7CF-7KDF 04/23/2024 20240517 25.17 Invoice: 17VF-K7CF-7KDF 25.17 15515500 6406 Faclt Gen - SupOther AMAZON CAPITAL SERVICES 1XJJ-WCNX-D9XT 04/23/2024 20240517 122.29 Invoice: 1XJJ-WCNX-D9XT 122.29 57057000 6530 General - ReprParts AMAZON CAPITAL SERVICES 1WWL-CFLW-DP9D 04/23/2024 20240517 449.45 Invoice: 1WWL-CFLW-DP9D 449.45 16116100 6406 Athltc Act - SupOther AMAZON CAPITAL SERVICES 1RLP-XTQ6-HVLH 04/24/2024 20240517 35.54 Invoice: 1RLP-XTQ6-HVLH 35.54 57057000 6406 General - SupOther AMAZON CAPITAL SERVICES 1VHY-M7MR-HM4J 04/24/2024 20240517 249.14 Invoice: 1VHY-M7MR-HM4J 249.14 10210201 6406 Elections - SupOther AMAZON CAPITAL SERVICES 1N6G-PQP1-HTWW 04/24/2024 20240517 -12.98 Invoice: 1N6G-PQP1-HTWW -12.98 17017001 6406 Mowing - SupOther AMAZON CAPITAL SERVICES 1R3R-NTYL-KJPY 04/24/2024 20240517 40.59 Invoice: 1R3R-NTYL-KJPY VELCRO Brand Heavy Duty Tape with Adhesive 40.59 12012000 6406 Fire Gen - SupOther AMAZON CAPITAL SERVICES 1JF9-RPJW-L1HQ 04/24/2024 20240517 19.79 Invoice: 1JF9-RPJW-L1HQ 19.79 61061004 6610 PW Equip - Saf Equip AMAZON CAPITAL SERVICES 1DF7-3WG6-LPQT 04/24/2024 20240517 31.66 Invoice: 1DF7-3WG6-LPQT 31.66 61061004 6556 PW Equip - Tool&Acces AMAZON CAPITAL SERVICES 1M3T-HHVN-MG1G 04/24/2024 20240517 31.38 Invoice: 1M3T-HHVN-MG1G 31.38 14014000 6513 PW Adm Gen - SupOffice AMAZON CAPITAL SERVICES 1W7W-XDKP-LY9L 04/24/2024 20240517 59.76 Invoice: 1W7W-XDKP-LY9L City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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 59.76 14014000 6106 PW Adm Gen - Meet Exp AMAZON CAPITAL SERVICES 19H9-W1WX-PKKF 04/25/2024 20240517 84.95 Invoice: 19H9-W1WX-PKKF Office supplies 84.95 51051000 6513 Admin/Ops - SupOffice AMAZON CAPITAL SERVICES 1W7W-XDKP-PV4P 04/24/2024 20240517 144.18 Invoice: 1W7W-XDKP-PV4P Building Supplies 144.18 16116103 6406 Senior Cen - SupOther AMAZON CAPITAL SERVICES 14YW-RPDL-QYGM 04/25/2024 20240517 144.88 Invoice: 14YW-RPDL-QYGM Building Supplies 144.88 16116103 6406 Senior Cen - SupOther AMAZON CAPITAL SERVICES 1JF9-RPJW-QGLQ 04/25/2024 20240517 375.00 Invoice: 1JF9-RPJW-QGLQ Monitor for Police Chief 375.00 13013000 6409 Pol Ad Gen - SupComp AMAZON CAPITAL SERVICES 1K13-KGMJ-TYNK 04/25/2024 20240517 83.98 Invoice: 1K13-KGMJ-TYNK Replace 2 flushometers 83.98 54054001 6406 Operations - SupOther AMAZON CAPITAL SERVICES 196K-TTFN-WHK4 04/25/2024 20240517 32.98 Invoice: 196K-TTFN-WHK4 32.98 16116100 6406 Athltc Act - SupOther AMAZON CAPITAL SERVICES 1MX1-Q4VH-WKFX 04/25/2024 20240517 28.85 Invoice: 1MX1-Q4VH-WKFX Command Indoor Picture Hanging Strips 34 Large Pai 28.85 12012000 6103 Fire Gen - Prof Svrs AMAZON CAPITAL SERVICES 1NKV-JWDF-11T7 04/26/2024 20240517 42.13 Invoice: 1NKV-JWDF-11T7 42.13 52052006 6406 Ret Sales - SupOther AMAZON CAPITAL SERVICES 1DKR-G7JG-1MGG 04/26/2024 20240517 137.50 Invoice: 1DKR-G7JG-1MGG 137.50 63063001 6406 PW Fac - SupOther AMAZON CAPITAL SERVICES 1LRN-R6CK-6L4P 04/26/2024 20240517 27.99 Invoice: 1LRN-R6CK-6L4P Photo frame for StrengthFinders desk display 27.99 10110100 6406 Admin Gen - SupOther AMAZON CAPITAL SERVICES 1KYN-LP3R-6CLP 04/26/2024 20240517 53.99 Invoice: 1KYN-LP3R-6CLP Planning Office Supplies 53.99 10510500 6406 Plan Gen - SupOther AMAZON CAPITAL SERVICES 1R7M-FQGN-6JF9 04/26/2024 20240517 67.75 Invoice: 1R7M-FQGN-6JF9 Zebra(R) Z-Grip(TM) Retractable Ballpoint Pens 1 67.75 12012000 6406 Fire Gen - SupOther AMAZON CAPITAL SERVICES 1QXM-W77H-DN1X 04/27/2024 20240517 549.00 Invoice: 1QXM-W77H-DN1X City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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 549.00 52052000 6409 Golf Gen - SupComp AMAZON CAPITAL SERVICES 1196-WW63-JMKY 04/28/2024 20240517 30.96 Invoice: 1196-WW63-JMKY soap 30.96 52052000 6406 Golf Gen - SupOther AMAZON CAPITAL SERVICES 1R6T-4PGT-JGDY 04/28/2024 20240517 28.99 Invoice: 1R6T-4PGT-JGDY 28.99 17017006 6406 Bldg Maint - SupOther AMAZON CAPITAL SERVICES 1DKV-L666-GK4T 04/28/2024 20240517 21.99 Invoice: 1DKV-L666-GK4T 21.99 14014000 6513 PW Adm Gen - SupOffice AMAZON CAPITAL SERVICES 1DKV-L666-HLG4 04/28/2024 20240517 94.75 Invoice: 1DKV-L666-HLG4 94.75 52052000 6409 Golf Gen - SupComp AMAZON CAPITAL SERVICES 1WKL-WJMW-LKFX 04/28/2024 20240517 239.68 Invoice: 1WKL-WJMW-LKFX MRS. MEYER'S CLEAN DAY 239.68 12012000 6511 Fire Gen - SupCustod AMAZON CAPITAL SERVICES 1N7R-QTWC-L4CD 04/28/2024 20240517 14.39 Invoice: 1N7R-QTWC-L4CD 14.39 15415400 6556 Elec Gen - Tool&Acces AMAZON CAPITAL SERVICES 13CX-FH4J-3CKJ 04/29/2024 20240517 76.83 Invoice: 13CX-FH4J-3CKJ 76.83 17017006 6406 Bldg Maint - SupOther AMAZON CAPITAL SERVICES 17KN-QVY1-3PDM 04/29/2024 20240517 933.90 Invoice: 17KN-QVY1-3PDM 933.90 63063000 6180 City Hall - Rep&Maint AMAZON CAPITAL SERVICES 1HCW-FYYF-1GMQ 04/29/2024 20240517 307.85 Invoice: 1HCW-FYYF-1GMQ 307.85 72000000 6406 MN TF 1 - SupOther AMAZON CAPITAL SERVICES 119H-GXG9-94X7 04/30/2024 20240517 53.58 Invoice: 119H-GXG9-94X7 Office supplies 53.58 51051000 6513 Admin/Ops - SupOffice CHECK 495425 TOTAL: 8,760.40 495426 05/17/2024 PRTD 160110 ARIZONA MANUFACTURING & EMBROIDER 707125 04/02/2024 20240517 228.00 Invoice: 707125 228.00 52005200 1356 Course BS - Inventory CHECK 495426 TOTAL: 228.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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 495427 05/17/2024 PRTD 160976 APEX FACILITY SOLUTIONS LLC 30524072-TM-0324 04/22/2024 20240517 15,715.43 Invoice: 30524072-TM-0324 Braemar Arena- design work 15,715.43 E P&R23206.DESIGN&BID. . 40900000 6713 P&R CP - CapBldStrc CHECK 495427 TOTAL: 15,715.43 495428 05/17/2024 PRTD 151756 ARBEITER BREWING COMPANY LLC 1465 05/02/2024 20240517 114.00 Invoice: 1465 114.00 5800 1354 Liquor BS - Inv Beer ARBEITER BREWING COMPANY LLC 1463 05/02/2024 20240517 108.00 Invoice: 1463 108.00 5800 1354 Liquor BS - Inv Beer ARBEITER BREWING COMPANY LLC 1462 05/02/2024 20240517 102.00 Invoice: 1462 102.00 5800 1354 Liquor BS - Inv Beer CHECK 495428 TOTAL: 324.00 495429 05/17/2024 PRTD 160920 ARCHIVESOCIAL LLC 296378 04/27/2024 20240517 1,197.00 Invoice: 296378 Archive Social Subscription 1,197.00 10410403 6127 Website - OthrDigCom CHECK 495429 TOTAL: 1,197.00 495430 05/17/2024 PRTD 106304 ASPEN MILLS INC 331558 04/17/2024 20240517 50.85 Invoice: 331558 UNIFORM- SIPPLE 50.85 12012000 6203 Fire Gen - Uniforms CHECK 495430 TOTAL: 50.85 495431 05/17/2024 PRTD 140424 AXON ENTERPRISES INC INUS242462 04/15/2024 22400009 20240517 260,246.72 Invoice: INUS242462 AXON Taser 10 Contract 88,500.00 E POL23201.MISCELLAN . . 42600000 6710 Police ER - Cap Other 171,746.72 E FIN23201.MISCELLAN . . 40600000 6710 Police CP - Cap Other CHECK 495431 TOTAL: 260,246.72 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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 495432 05/17/2024 PRTD 100639 BAILEY NURSERIES INV0691551 04/25/2024 20240517 4,639.00 Invoice: INV0691551 4,639.00 17017004 6541 Tree & Mnt - TrFlwShrb CHECK 495432 TOTAL: 4,639.00 495433 05/17/2024 PRTD 100643 BARR ENGINEERING CO 23270354.24 - 3 04/18/2024 20240517 6,954.00 Invoice: 23270354.24 - 3 2,300.50 59159107 6103 Sew EngSrv - Prof Svrs 4,653.50 59259205 6103 Stm EngSrv - Prof Svrs CHECK 495433 TOTAL: 6,954.00 495434 05/17/2024 PRTD 100643 BARR ENGINEERING CO 23271869.01 - 25 04/17/2024 20240517 3,098.50 Invoice: 23271869.01 - 25 Construction Support Services 3,098.50 E ENG21032.CONSTRUCTN.CONSULTING. 59005920 1605 Stm BS - PurchCIP BARR ENGINEERING CO 23271913.01 - 13 04/18/2024 20240517 3,802.00 Invoice: 23271913.01 - 13 Clean Water Strategy Prof Service 3,802.00 E ENG22506.CONST.STRM. . 40840800 6103 Eng CP - Prof Svrs BARR ENGINEERING CO 23272028.00 - 7 04/18/2024 20240517 18,811.00 Invoice: 23272028.00 - 7 Adaptive Level Management Project 18,811.00 E ENG23015.CONST.STRM.CONSULTING. 59005920 1605 Stm BS - PurchCIP BARR ENGINEERING CO 23272046.00 - 1 04/18/2024 20240517 4,357.00 Invoice: 23272046.00 - 1 4,357.00 E P&R23200.DESIGN&BID. . 40900000 6716 P&R CP - CapParks BARR ENGINEERING CO 23271996.00 - 12 04/23/2024 20240517 15,688.50 Invoice: 23271996.00 - 12 Professional Services Brook Dr 15,688.50 E ENG23108.CONST.STRM.CONSULTING. 59005920 1605 Stm BS - PurchCIP BARR ENGINEERING CO 23272036.00 - 3 04/11/2024 20240517 1,212.50 Invoice: 23272036.00 - 3 1,212.50 59159107 6103 Sew EngSrv - Prof Svrs BARR ENGINEERING CO 23272036.00 - 4 05/08/2024 20240517 1,452.50 Invoice: 23272036.00 - 4 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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 1,452.50 59159107 6103 Sew EngSrv - Prof Svrs CHECK 495434 TOTAL: 48,422.00 495435 05/17/2024 PRTD 151171 7TH STREET BEER COMPANY 4560 05/02/2024 20240517 156.00 Invoice: 4560 156.00 5800 1354 Liquor BS - Inv Beer CHECK 495435 TOTAL: 156.00 495436 05/17/2024 PRTD 142186 BAYCOM INC EQUIPINV_049027 04/17/2024 20240517 185.00 Invoice: EQUIPINV_049027 Antenna for 2414 - Durango 185.00 13013000 6409 Pol Ad Gen - SupComp CHECK 495436 TOTAL: 185.00 495437 05/17/2024 PRTD 100645 BEACON ATHLETICS LLC 0590995-IN 04/17/2024 20240517 1,373.00 Invoice: 0590995-IN 1,373.00 17017002 6406 Fld Maint - SupOther BEACON ATHLETICS LLC 0591160-IN 04/22/2024 20240517 870.00 Invoice: 0591160-IN 870.00 17017002 6406 Fld Maint - SupOther BEACON ATHLETICS LLC 0591280-IN 04/22/2024 20240517 1,306.00 Invoice: 0591280-IN 1,306.00 17017002 6406 Fld Maint - SupOther CHECK 495437 TOTAL: 3,549.00 495438 05/17/2024 PRTD 160964 BEAUDRY OIL AND SERVICE INC 2625771 04/23/2024 20240517 2,881.95 Invoice: 2625771 2,881.95 61061004 6581 PW Equip - Gasoline CHECK 495438 TOTAL: 2,881.95 495439 05/17/2024 PRTD 101355 BELLBOY CORPORATION 0108299100 05/02/2024 20240517 26.67 Invoice: 0108299100 2.67 58158101 5515 Sthdl Sell - CGS Other 24.00 5800 1355 Liquor BS - Inv Misc BELLBOY CORPORATION 0203437500 05/02/2024 20240517 692.60 Invoice: 0203437500 6.60 58258201 5512 Grnd Sell - CGS Liq 686.00 5800 1352 Liquor BS - Inv Liq BELLBOY CORPORATION 0203437000 05/02/2024 20240517 2,555.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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: 0203437000 21.45 58158101 5512 Sthdl Sell - CGS Liq 2,533.55 5800 1352 Liquor BS - Inv Liq BELLBOY CORPORATION 0203436200 05/02/2024 20240517 113.65 Invoice: 0203436200 1.65 58158101 5513 Sthdl Sell - CGS Wine 112.00 5800 1353 Liquor BS - Inv Wine BELLBOY CORPORATION 0203480700 05/02/2024 20240517 654.70 Invoice: 0203480700 4.95 58058001 5512 50th Sell - CGS Liq 649.75 5800 1352 Liquor BS - Inv Liq CHECK 495439 TOTAL: 4,042.62 495440 05/17/2024 PRTD 131191 BERNATELLO'S PIZZA INC 5253404 05/06/2024 20240517 348.00 Invoice: 5253404 348.00 55055002 5510 Concession - CGS CHECK 495440 TOTAL: 348.00 495441 05/17/2024 PRTD 126847 BERRY COFFEE COMPANY 1003354 04/19/2024 20240517 907.51 Invoice: 1003354 907.51 55055002 5510 Concession - CGS CHECK 495441 TOTAL: 907.51 495442 05/17/2024 PRTD 127340 BIDDLE CONSULTING GROUP INC 78264 04/19/2024 20240517 1,569.00 Invoice: 78264 1,569.00 21000000 6102 E911 - Contr Svrs CHECK 495442 TOTAL: 1,569.00 495443 05/17/2024 PRTD 160836 BIFFS INC W963404 04/17/2024 20240517 8.93 Invoice: W963404 L152293 Pamela Park 8.93 17017005 6182 Litter Rem - Garb&Recyc BIFFS INC W963407 04/17/2024 20240517 8.93 Invoice: W963407 L152296 Highlands Park 8.93 17017005 6182 Litter Rem - Garb&Recyc BIFFS INC W963403 04/17/2024 20240517 8.93 Invoice: W963403 L152292 Creek Valley Park 8.93 17017005 6182 Litter Rem - Garb&Recyc BIFFS INC W963406 04/17/2024 20240517 125.00 Invoice: W963406 L152295 Lewis Park City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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 125.00 17017005 6182 Litter Rem - Garb&Recyc BIFFS INC W963405 04/17/2024 20240517 8.93 Invoice: W963405 L152294 Alden Park 8.93 17017005 6182 Litter Rem - Garb&Recyc BIFFS INC W963408 04/17/2024 20240517 125.00 Invoice: W963408 L152297 Rosland Park 125.00 17017005 6182 Litter Rem - Garb&Recyc CHECK 495443 TOTAL: 285.72 495444 05/17/2024 PRTD 124534 BLACKSTONE CONTRACTORS LLC 2318-2 04/20/2024 22300060 20240517 19,490.33 Invoice: 2318-2 Mill Pond Harvester Access Ramp Replacement 9,745.16 17017007 6103 Pths & HS - Prof Svrs 9,745.17 59259209 6103 Stm Milpnd - Prof Svrs CHECK 495444 TOTAL: 19,490.33 495445 05/17/2024 PRTD 130602 BOOM ISLAND BREWING COMPANY LLC 1315 04/30/2024 20240517 285.00 Invoice: 1315 285.00 5800 1354 Liquor BS - Inv Beer CHECK 495445 TOTAL: 285.00 495446 05/17/2024 PRTD 101010 BORDER STATES INDUSTRIES INC 928223374 04/19/2024 20240517 52.64 Invoice: 928223374 52.64 15415400 6406 Elec Gen - SupOther CHECK 495446 TOTAL: 52.64 495447 05/17/2024 PRTD 160335 CRITICAL TELEPHONE APPLICATIONS I 24226 02/29/2024 20240517 723.58 Invoice: 24226 723.58 58358301 6155 Bank and Merchant Fees - Ecom CHECK 495447 TOTAL: 723.58 495448 05/17/2024 PRTD 105367 BOUND TREE MEDICAL LLC 85317099 04/17/2024 20240517 554.66 Invoice: 85317099 i-gel O2 Resus Pack, SM dult, 554.66 12012000 6510 Fire Gen - SupFrstAid CHECK 495448 TOTAL: 554.66 495449 05/17/2024 PRTD 119351 BOURGET IMPORTS 206428 05/01/2024 20240517 472.00 Invoice: 206428 8.00 58158101 5513 Sthdl Sell - CGS Wine City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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 464.00 5800 1353 Liquor BS - Inv Wine BOURGET IMPORTS 206412 05/01/2024 20240517 536.00 Invoice: 206412 8.00 58258201 5513 Grnd Sell - CGS Wine 528.00 5800 1353 Liquor BS - Inv Wine BOURGET IMPORTS 206414 05/01/2024 20240517 722.00 Invoice: 206414 10.00 58058001 5513 50th Sell - CGS Wine 712.00 5800 1353 Liquor BS - Inv Wine CHECK 495449 TOTAL: 1,730.00 495450 05/17/2024 PRTD 117040 BOYER FORD TRUCKS INC 098P8295 04/18/2024 20240517 108.40 Invoice: 098P8295 108.40 61061004 6530 PW Equip - ReprParts BOYER FORD TRUCKS INC 095P6233 04/18/2024 20240517 -99.94 Invoice: 095P6233 -99.94 61061004 6530 PW Equip - ReprParts BOYER FORD TRUCKS INC 098P8418 04/22/2024 20240517 189.77 Invoice: 098P8418 189.77 61061004 6530 PW Equip - ReprParts CHECK 495450 TOTAL: 198.23 495451 05/17/2024 PRTD 100664 BRAUN INTERTEC CORPORATION B382757 04/19/2024 20240517 544.50 Invoice: B382757 544.50 E FIR21008.CONSTRUCTN. . 40500000 6713 Fire CP - CapBldStrc CHECK 495451 TOTAL: 544.50 495452 05/17/2024 PRTD 124291 BREAKTHRU BEVERAGE MINNESOTA WINE 115566485 05/01/2024 20240517 194.48 Invoice: 115566485 .38 58158101 5512 Sthdl Sell - CGS Liq 194.10 5800 1352 Liquor BS - Inv Liq BREAKTHRU BEVERAGE MINNESOTA WINE 115576397 05/01/2024 20240517 325.40 Invoice: 115576397 1.15 58158101 5512 Sthdl Sell - CGS Liq 324.25 5800 1352 Liquor BS - Inv Liq BREAKTHRU BEVERAGE MINNESOTA WINE 115576396 05/01/2024 20240517 2,085.25 Invoice: 115576396 20.70 58158101 5512 Sthdl Sell - CGS Liq City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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 2,064.55 5800 1352 Liquor BS - Inv Liq BREAKTHRU BEVERAGE MINNESOTA WINE 115576394 05/01/2024 20240517 194.65 Invoice: 115576394 1.15 58158101 5513 Sthdl Sell - CGS Wine 193.50 5800 1353 Liquor BS - Inv Wine BREAKTHRU BEVERAGE MINNESOTA WINE 115576395 05/01/2024 20240517 250.30 Invoice: 115576395 2.30 58158101 5513 Sthdl Sell - CGS Wine 248.00 5800 1353 Liquor BS - Inv Wine BREAKTHRU BEVERAGE MINNESOTA WINE 115576411 05/01/2024 20240517 75.45 Invoice: 115576411 3.45 58258201 5515 Grnd Sell - CGS Other 72.00 5800 1355 Liquor BS - Inv Misc BREAKTHRU BEVERAGE MINNESOTA WINE 115566486 05/01/2024 20240517 194.48 Invoice: 115566486 .38 58258201 5512 Grnd Sell - CGS Liq 194.10 5800 1352 Liquor BS - Inv Liq BREAKTHRU BEVERAGE MINNESOTA WINE 115576414 05/01/2024 20240517 5,357.65 Invoice: 115576414 35.65 58258201 5512 Grnd Sell - CGS Liq 5,322.00 5800 1352 Liquor BS - Inv Liq BREAKTHRU BEVERAGE MINNESOTA WINE 115576412 05/01/2024 20240517 325.40 Invoice: 115576412 1.15 58258201 5512 Grnd Sell - CGS Liq 324.25 5800 1352 Liquor BS - Inv Liq BREAKTHRU BEVERAGE MINNESOTA WINE 115576413 05/01/2024 20240517 994.90 Invoice: 115576413 6.90 58258201 5513 Grnd Sell - CGS Wine 988.00 5800 1353 Liquor BS - Inv Wine BREAKTHRU BEVERAGE MINNESOTA WINE 115576410 05/01/2024 20240517 194.65 Invoice: 115576410 1.15 58258201 5513 Grnd Sell - CGS Wine 193.50 5800 1353 Liquor BS - Inv Wine BREAKTHRU BEVERAGE MINNESOTA WINE 115576418 05/01/2024 20240517 325.40 Invoice: 115576418 1.15 58058001 5512 50th Sell - CGS Liq 324.25 5800 1352 Liquor BS - Inv Liq BREAKTHRU BEVERAGE MINNESOTA WINE 115566487 05/01/2024 20240517 194.48 Invoice: 115566487 .38 58058001 5512 50th Sell - CGS Liq 194.10 5800 1352 Liquor BS - Inv Liq City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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 BREAKTHRU BEVERAGE MINNESOTA WINE 115576417 05/01/2024 20240517 120.25 Invoice: 115576417 .57 58058001 5512 50th Sell - CGS Liq 119.68 5800 1352 Liquor BS - Inv Liq BREAKTHRU BEVERAGE MINNESOTA WINE 115576415 05/01/2024 20240517 594.40 Invoice: 115576415 4.60 58058001 5512 50th Sell - CGS Liq 589.80 5800 1352 Liquor BS - Inv Liq BREAKTHRU BEVERAGE MINNESOTA WINE 115576416 05/01/2024 20240517 153.15 Invoice: 115576416 1.15 58058001 5513 50th Sell - CGS Wine 152.00 5800 1353 Liquor BS - Inv Wine CHECK 495452 TOTAL: 11,580.29 495453 05/17/2024 PRTD 124529 BREAKTHRU BEVERAGE MINNESOTA BEER 115412806 04/23/2024 20240517 11,577.40 Invoice: 115412806 11,577.40 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 115527258 04/30/2024 20240517 30.80 Invoice: 115527258 30.80 5800 1355 Liquor BS - Inv Misc BREAKTHRU BEVERAGE MINNESOTA BEER 115527257 04/30/2024 20240517 312.30 Invoice: 115527257 312.30 5800 1355 Liquor BS - Inv Misc BREAKTHRU BEVERAGE MINNESOTA BEER 115526038 04/30/2024 20240517 10,960.55 Invoice: 115526038 10,960.55 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 115526039 04/30/2024 20240517 2,686.10 Invoice: 115526039 2,686.10 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 115527259 04/30/2024 20240517 543.20 Invoice: 115527259 543.20 5800 1355 Liquor BS - Inv Misc BREAKTHRU BEVERAGE MINNESOTA BEER 115527246 05/01/2024 20240517 235.00 Invoice: 115527246 235.00 5800 1352 Liquor BS - Inv Liq BREAKTHRU BEVERAGE MINNESOTA BEER 115526035 04/30/2024 20240517 5,060.25 Invoice: 115526035 5,060.25 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 115527247 04/30/2024 20240517 1,362.50 Invoice: 115527247 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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 1,362.50 5800 1355 Liquor BS - Inv Misc CHECK 495453 TOTAL: 32,768.10 495454 05/17/2024 PRTD 150972 BROKEN CLOCK BREWING COOPERATIVE 8722 05/01/2024 20240517 210.00 Invoice: 8722 210.00 5800 1356 Liquor BS - Inventory THC Bev CHECK 495454 TOTAL: 210.00 495455 05/17/2024 PRTD 161075 BRUST, THOMAS 24CAPF-TBrust 05/13/2024 20240517 500.00 Invoice: 24CAPF-TBrust E-Bike Reimbursement 500.00 25000004 6103 Professional Services CHECK 495455 TOTAL: 500.00 495456 05/17/2024 PRTD 100648 BERTELSON BROTHERS INC WO-1293801-2 04/23/2024 20240517 63.18 Invoice: WO-1293801-2 Labels for RICOH Printer room 63.18 10110100 6513 Admin Gen - SupOffice CHECK 495456 TOTAL: 63.18 495457 05/17/2024 PRTD 137691 BY THE YARD INC 173575 04/19/2024 20240517 140.94 Invoice: 173575 140.94 57057000 6406 General - SupOther CHECK 495457 TOTAL: 140.94 495458 05/17/2024 PRTD 120935 CAMPBELL KNUTSON PA 04-2024-2851 04/30/2024 20240517 24,610.32 Invoice: 04-2024-2851 City Attorney monthly fees 24,610.32 10110100 6131 Admin Gen - PrfSvLegal CHECK 495458 TOTAL: 24,610.32 495459 05/17/2024 PRTD 119455 CAPITOL BEVERAGE SALES LP 2973850 04/19/2024 20240517 7,256.60 Invoice: 2973850 7,256.60 5800 1354 Liquor BS - Inv Beer CAPITOL BEVERAGE SALES LP 2973757 04/19/2024 20240517 1,655.00 Invoice: 2973757 1,655.00 5800 1352 Liquor BS - Inv Liq CAPITOL BEVERAGE SALES LP 2973756 04/19/2024 20240517 645.30 Invoice: 2973756 645.30 5800 1354 Liquor BS - Inv Beer City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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 CAPITOL BEVERAGE SALES LP 2973758 04/19/2024 20240517 -332.80 Invoice: 2973758 -332.80 5800 1354 Liquor BS - Inv Beer CAPITOL BEVERAGE SALES LP 2973755 04/19/2024 20240517 114.30 Invoice: 2973755 114.30 5800 1355 Liquor BS - Inv Misc CAPITOL BEVERAGE SALES LP 2971595 04/19/2024 20240517 -17.73 Invoice: 2971595 RMA -13.33 5800 1356 Liquor BS - Inventory THC Bev -4.40 5800 1355 Liquor BS - Inv Misc CAPITOL BEVERAGE SALES LP 2976520 04/26/2024 20240517 1,675.56 Invoice: 2976520 1,675.56 5800 1354 Liquor BS - Inv Beer CAPITOL BEVERAGE SALES LP 2976518 04/26/2024 20240517 334.20 Invoice: 2976518 334.20 5800 1355 Liquor BS - Inv Misc CAPITOL BEVERAGE SALES LP 2976519 04/26/2024 20240517 832.00 Invoice: 2976519 832.00 5800 1352 Liquor BS - Inv Liq CAPITOL BEVERAGE SALES LP 2979752 05/03/2024 20240517 622.25 Invoice: 2979752 622.25 5800 1354 Liquor BS - Inv Beer CAPITOL BEVERAGE SALES LP 2979750 05/03/2024 20240517 157.50 Invoice: 2979750 157.50 5800 1355 Liquor BS - Inv Misc CAPITOL BEVERAGE SALES LP 2979748 05/03/2024 20240517 720.00 Invoice: 2979748 720.00 5800 1356 Liquor BS - Inventory THC Bev CAPITOL BEVERAGE SALES LP 2979747 05/03/2024 20240517 -7.23 Invoice: 2979747 RMA -7.23 5800 1355 Liquor BS - Inv Misc CAPITOL BEVERAGE SALES LP 2979741 05/03/2024 20240517 61.50 Invoice: 2979741 61.50 5800 1355 Liquor BS - Inv Misc CAPITOL BEVERAGE SALES LP 2979742 05/03/2024 20240517 2,004.60 Invoice: 2979742 2,004.60 5800 1354 Liquor BS - Inv Beer CAPITOL BEVERAGE SALES LP 2979735 05/03/2024 20240517 -5.20 Invoice: 2979735 RMA -5.20 5800 1354 Liquor BS - Inv Beer City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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 CAPITOL BEVERAGE SALES LP 2976713-1 04/26/2024 20240517 -1.80 Invoice: 2976713-1 -1.80 5800 1354 Liquor BS - Inv Beer CAPITOL BEVERAGE SALES LP 2973849 04/19/2024 20240517 139.50 Invoice: 2973849 139.50 5800 1355 Liquor BS - Inv Misc CHECK 495459 TOTAL: 15,853.55 495460 05/17/2024 PRTD 160520 CAREFREE AQUARIUM SERVICES LLC 28357 04/18/2024 20240517 177.00 Invoice: 28357 Aquarium Maintenance 177.00 16116103 6103 Senior Cen - Prof Svrs CHECK 495460 TOTAL: 177.00 495461 05/17/2024 PRTD 161070 CARLSON, NIKOLE 24CAPF-Carlson 05/09/2024 20240517 1,000.00 Invoice: 24CAPF-Carlson E-Bike Reimbursement 1,000.00 63063000 6105 City Hall - Dues&Sub CHECK 495461 TOTAL: 1,000.00 495462 05/17/2024 PRTD 101515 CEMSTONE PRODUCTS COMPANY 7415636 04/25/2024 20240517 1,327.50 Invoice: 7415636 1,327.50 59059003 6520 Wat Distr - Concrete CHECK 495462 TOTAL: 1,327.50 495463 05/17/2024 PRTD 105497 CENTRAL ROOFING COMPANY 35768 04/24/2024 20240517 815.00 Invoice: 35768 815.00 12012001 6103 Station 1 - Prof Svrs CHECK 495463 TOTAL: 815.00 495464 05/17/2024 PRTD 161078 CHAUHAN, SACHIN 24CAPF-Chauhan 05/13/2024 20240517 2,640.50 Invoice: 24CAPF-Chauhan Community Climate Action Fund 2,640.50 25000004 6103 Professional Services CHECK 495464 TOTAL: 2,640.50 495465 05/17/2024 PRTD 142028 CINTAS CORPORATION 4190078349 04/19/2024 20240517 76.10 Invoice: 4190078349 76.10 63063001 6511 PW Fac - SupCustod CINTAS CORPORATION 4190216370 04/22/2024 20240517 195.35 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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 Invoice: 4190216370 mats and towels 195.35 52052000 6201 Golf Gen - Laundry CHECK 495465 TOTAL: 271.45 495466 05/17/2024 PRTD 142028 CINTAS CORPORATION NO.2 5207878817 04/22/2024 20240517 48.92 Invoice: 5207878817 48.92 71071001 6136 Main Bldng - PrfSvOther CHECK 495466 TOTAL: 48.92 495467 05/17/2024 PRTD 142028 CINTAS CORPORATION 4190216388 04/22/2024 20240517 60.68 Invoice: 4190216388 60.68 52100000 6203 Golf Dome - Uniforms CHECK 495467 TOTAL: 60.68 495468 05/17/2024 PRTD 117409 APPLE VALLEY FIRE DEPARTMENT APFD-04/24-1 04/03/2024 20240517 426.42 Invoice: APFD-04/24-1 426.42 72000000 6103 MN TF 1 - Prof Svrs CHECK 495468 TOTAL: 426.42 495469 05/17/2024 PRTD 101837 EDINA FIRE DEPARTMENT 1576 05/01/2024 20240517 3,728.75 Invoice: 1576 EFD FY24 UQT3 3,728.75 72000000 6406 MN TF 1 - SupOther CHECK 495469 TOTAL: 3,728.75 495470 05/17/2024 PRTD 101837 EDINA FIRE DEPARTMENT 1575 04/29/2024 20240517 39.36 Invoice: 1575 CommL FY24 Q3 Reimbursement 39.36 72000000 6406 MN TF 1 - SupOther CHECK 495470 TOTAL: 39.36 495471 05/17/2024 PRTD 141530 CITY OF INVER GROVE HEIGHTS IGHFD-04/24-1 04/04/2024 20240517 628.38 Invoice: IGHFD-04/24-1 628.38 72000000 6103 MN TF 1 - Prof Svrs CHECK 495471 TOTAL: 628.38 495472 05/17/2024 PRTD 139927 CITY OF ROCHESTER MN RFD-04/24-6 04/08/2024 20240517 129.68 Invoice: RFD-04/24-6 129.68 72000000 6406 MN TF 1 - SupOther City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: MSchauerProgram ID: apcshdsb Page 20 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC CHECK 495472 TOTAL: 129.68 495473 05/17/2024 PRTD 100087 CITY OF SAINT PAUL IN58086 04/22/2024 20240517 18,871.30 Invoice: IN58086 18,871.30 72000000 6406 MN TF 1 - SupOther CHECK 495473 TOTAL: 18,871.30 495474 05/17/2024 PRTD 146472 CITY WIDE MAINTENANCE OF MN 32009024421 04/19/2024 20240517 4,453.67 Invoice: 32009024421 4,453.67 63063001 6103 PW Fac - Prof Svrs CITY WIDE MAINTENANCE OF MN 32009024781 04/19/2024 20240517 1,705.00 Invoice: 32009024781 1,705.00 12012001 6103 Station 1 - Prof Svrs CITY WIDE MAINTENANCE OF MN 32009024460 04/19/2024 20240517 4,445.28 Invoice: 32009024460 4,445.28 63063000 6103 City Hall - Prof Svrs CITY WIDE MAINTENANCE OF MN 32009024533 04/19/2024 20240517 1,614.89 Invoice: 32009024533 1,614.89 71071001 6103 Main Bldng - Prof Svrs CHECK 495474 TOTAL: 12,218.84 495475 05/17/2024 PRTD 161068 CLEMMONS, MIKAEL 24CAPF-Clemmons 05/09/2024 20240517 1,442.50 Invoice: 24CAPF-Clemmons Climate Action Fund insulation 1,442.50 25000004 6103 Professional Services CHECK 495475 TOTAL: 1,442.50 495476 05/17/2024 PRTD 120433 COMCAST 0540232-05/24 05/08/2024 20240517 139.66 Invoice: 0540232-05/24 Account number 8772 10 614 0540232 139.66 E ENG98001.MISCELLAN .TELEPHONE . 40840801 6188 Faclt CP - Telephone CHECK 495476 TOTAL: 139.66 495477 05/17/2024 PRTD 120433 COMCAST 0007539-05/24 05/08/2024 20240517 905.45 Invoice: 0007539-05/24 Acct no. 8772 10 789 0007539 905.45 E FIN21500.MISCELLAN .BB-COM . 10810801 6103 Fin Othr - Prof Svrs City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: MSchauerProgram ID: apcshdsb Page 21 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC CHECK 495477 TOTAL: 905.45 495478 05/17/2024 PRTD 143187 CONQUER NINJA GYMS 0069 03/06/2024 20240517 640.00 Invoice: 0069 640.00 16116105 6103 Prtnr Prog - Prof Svrs CONQUER NINJA GYMS 0071 03/01/2024 20240517 296.00 Invoice: 0071 296.00 16116105 6103 Prtnr Prog - Prof Svrs CONQUER NINJA GYMS 0070 03/03/2024 20240517 660.00 Invoice: 0070 660.00 16116105 6103 Prtnr Prog - Prof Svrs CONQUER NINJA GYMS 0068 03/06/2024 20240517 640.00 Invoice: 0068 640.00 16116105 6103 Prtnr Prog - Prof Svrs CONQUER NINJA GYMS 0118 03/06/2024 20240517 640.00 Invoice: 0118 640.00 16116105 6103 Prtnr Prog - Prof Svrs CHECK 495478 TOTAL: 2,876.00 495479 05/17/2024 PRTD 102514 CUTTER & BUCK INC 0097677984 04/17/2024 20240517 164.05 Invoice: 0097677984 164.05 52052000 6203 Golf Gen - Uniforms CUTTER & BUCK INC 0097685217 04/22/2024 20240517 447.16 Invoice: 0097685217 447.16 52052000 6203 Golf Gen - Uniforms CHECK 495479 TOTAL: 611.21 495480 05/17/2024 PRTD 104020 DALCO ENTERPRISES INC 4222818 04/17/2024 20240517 352.70 Invoice: 4222818 352.70 63063000 6511 City Hall - SupCustod DALCO ENTERPRISES INC 4224289 04/23/2024 20240517 1,665.43 Invoice: 4224289 1,665.43 17017000 6406 Prk Mnt Ad - SupOther DALCO ENTERPRISES INC 4218124 04/05/2024 20240517 1,025.32 Invoice: 4218124 1,025.32 17017000 6406 Prk Mnt Ad - SupOther CHECK 495480 TOTAL: 3,043.45 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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 495481 05/17/2024 PRTD 160780 DANGEROUS MAN BREWING CO LLC IN-3606 05/02/2024 20240517 290.00 Invoice: IN-3606 290.00 5800 1356 Liquor BS - Inventory THC Bev DANGEROUS MAN BREWING CO LLC IN-3607 05/02/2024 20240517 318.00 Invoice: IN-3607 318.00 5800 1354 Liquor BS - Inv Beer DANGEROUS MAN BREWING CO LLC IN-3608 05/02/2024 20240517 200.00 Invoice: IN-3608 200.00 5800 1354 Liquor BS - Inv Beer CHECK 495481 TOTAL: 808.00 495482 05/17/2024 PRTD 160773 SYLVAIN ROY & ASSOCIATES INC 49388 04/22/2024 20240517 530.00 Invoice: 49388 530.00 52052000 6406 Golf Gen - SupOther CHECK 495482 TOTAL: 530.00 495483 05/17/2024 PRTD 100718 DELEGARD TOOL COMPANY 382445/1 04/23/2024 20240517 19.35 Invoice: 382445/1 19.35 61061004 6530 PW Equip - ReprParts CHECK 495483 TOTAL: 19.35 495484 05/17/2024 PRTD 160849 DISRUPTIFY INC 240418-03 04/18/2024 20240517 9,995.00 Invoice: 240418-03 3,331.66 58058000 6103 50th AdGe - Prof Svrs 3,331.67 58158100 6103 Sthdl AdGe - Prof Svrs 3,331.67 58258200 6103 Grnd AdGe - Prof Svrs CHECK 495484 TOTAL: 9,995.00 495485 05/17/2024 PRTD 160060 DOMACE VINO LLC 28063 04/30/2024 20240517 195.00 Invoice: 28063 3.00 58158101 5513 Sthdl Sell - CGS Wine 192.00 5800 1353 Liquor BS - Inv Wine DOMACE VINO LLC 28061 04/30/2024 20240517 159.00 Invoice: 28061 3.00 58058001 5513 50th Sell - CGS Wine 156.00 5800 1353 Liquor BS - Inv Wine CHECK 495485 TOTAL: 354.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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 495486 05/17/2024 PRTD 160065 DRONESENSE, INC 2024-15293 04/02/2024 20240517 6,400.00 Invoice: 2024-15293 Drone Sense Renewal UAS Monitoring 6,400.00 13013000 6160 Pol Ad Gen - Sftwr&Data CHECK 495486 TOTAL: 6,400.00 495487 05/17/2024 PRTD 132810 ECM PUBLISHERS INC 994766 04/18/2024 20240517 37.05 Invoice: 994766 37.05 10210202 6120 Lic & Perm - AdvLegal ECM PUBLISHERS INC 04/23/24 04/23/2024 20240517 346.00 Invoice: 04/23/24 MEMO BILL Community Clothing Swap 346.00 12212200 6575 PH Gen - Printing CHECK 495487 TOTAL: 383.05 495488 05/17/2024 PRTD 103594 EDINALARM INC 104720 04/16/2024 20240517 379.58 Invoice: 104720 379.58 58258200 6250 Grnd AdGe - Alarm Serv CHECK 495488 TOTAL: 379.58 495489 05/17/2024 PRTD 160062 ELM CREEK BREWING COMPANY E-6500 04/30/2024 20240517 150.00 Invoice: E-6500 150.00 5800 1356 Liquor BS - Inventory THC Bev CHECK 495489 TOTAL: 150.00 495490 05/17/2024 PRTD 145077 ENVIRONMENTAL TREE AND DESIGN INC Q-005763-1 04/29/2024 20240517 35,545.00 Invoice: Q-005763-1 35,545.00 E FIR21008.CONSTRUCTN. . 40500000 6713 Fire CP - CapBldStrc CHECK 495490 TOTAL: 35,545.00 495491 05/17/2024 PRTD 160951 EPTURA INC INV-31633 04/12/2024 20240517 3,245.76 Invoice: INV-31633 Annual Teem Enterprise 3,245.76 62062000 6160 I.T. Gen - Sftwr&Data CHECK 495491 TOTAL: 3,245.76 495492 05/17/2024 PRTD 100146 ELLIOTT AUTO SUPPLY CO, INC 1-9621408 04/17/2024 20240517 85.90 Invoice: 1-9621408 85.90 61061005 6530 Police Eq - ReprParts City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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 ELLIOTT AUTO SUPPLY CO, INC 69-520103 04/17/2024 20240517 95.68 Invoice: 69-520103 95.68 61061005 6584 Police Eq - Lubricants ELLIOTT AUTO SUPPLY CO, INC 1-9624774 04/18/2024 20240517 10.56 Invoice: 1-9624774 10.56 61061006 6530 Fire Equip - ReprParts ELLIOTT AUTO SUPPLY CO, INC 1-9630222 04/19/2024 20240517 15.06 Invoice: 1-9630222 15.06 61061004 6530 PW Equip - ReprParts CHECK 495492 TOTAL: 207.20 495493 05/17/2024 PRTD 147181 FALLING BREWERY - BERGMAN LEDGE L E-14239 05/03/2024 20240517 165.00 Invoice: E-14239 165.00 5800 1354 Liquor BS - Inv Beer FALLING BREWERY - BERGMAN LEDGE L E-14229 05/03/2024 20240517 500.00 Invoice: E-14229 500.00 5800 1354 Liquor BS - Inv Beer CHECK 495493 TOTAL: 665.00 495494 05/17/2024 PRTD 103600 FERGUSON US HOLDINGS INC 0522568 04/23/2024 22400056 20240517 58,000.00 Invoice: 0522568 Gateway Water Meter Radio Receivers 58,000.00 59059003 6103 Wat Distr - Prof Svrs CHECK 495494 TOTAL: 58,000.00 495495 05/17/2024 PRTD 116492 BRIDGETOWER OPCO, LLC 745691024 04/18/2024 20240517 138.00 Invoice: 745691024 138.00 10210202 6120 Lic & Perm - AdvLegal CHECK 495495 TOTAL: 138.00 495496 05/17/2024 PRTD 141837 DAIOHS USA INC 019287 04/17/2024 20240517 632.77 Invoice: 019287 Coffee Supply 632.77 10110100 6513 Admin Gen - SupOffice DAIOHS USA INC 019281 04/17/2024 20240517 590.25 Invoice: 019281 Coffee Supply 590.25 14014000 6406 PW Adm Gen - SupOther CHECK 495496 TOTAL: 1,223.02 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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 495497 05/17/2024 PRTD 104270 FLARE HEATING & AIR CONDITIONING 0056225-IN 04/23/2024 20240517 12,680.00 Invoice: 0056225-IN 7,729.25 54054001 6103 Operations - Prof Svrs 4,950.75 E FIN21900.MISCELLAN . . 10810801 6103 Fin Othr - Prof Svrs CHECK 495497 TOTAL: 12,680.00 495498 05/17/2024 PRTD 160718 US FLEET SOURCE CED-RU012041 04/29/2024 22300044 20240517 33,127.00 Invoice: CED-RU012041 2024 Hyundai Kona 33,127.00 42542502 6711 Inspct ER - CapVh&Equp CHECK 495498 TOTAL: 33,127.00 495499 05/17/2024 PRTD 130699 FLEETPRIDE INC 116145467 04/17/2024 20240517 152.31 Invoice: 116145467 152.31 61061004 6530 PW Equip - ReprParts FLEETPRIDE INC 116242096 04/22/2024 20240517 125.99 Invoice: 116242096 125.99 61061004 6530 PW Equip - ReprParts CHECK 495499 TOTAL: 278.30 495500 05/17/2024 PRTD 136583 FLUID INTERIORS LLC 90697 04/22/2024 20240517 2,299.41 Invoice: 90697 2,299.41 63063000 6103 City Hall - Prof Svrs FLUID INTERIORS LLC 90783 04/23/2024 20240517 9,525.45 Invoice: 90783 9,525.45 15515500 6406 Faclt Gen - SupOther CHECK 495500 TOTAL: 11,824.86 495501 05/17/2024 PRTD 102456 GALLS PARENT HOLDINGS LLC 027689247 04/17/2024 20240517 1,635.70 Invoice: 027689247 New Vest - Donahue 1,635.70 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 027689248 04/17/2024 20240517 13.99 Invoice: 027689248 3 inch cad cut titles - Donahue 13.99 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 027714301 04/19/2024 20240517 45.27 Invoice: 027714301 Stinger Traffic Wands / Color Wand - Heckert 45.27 13013000 6203 Pol Ad Gen - Uniforms City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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 GALLS PARENT HOLDINGS LLC 027731335 04/22/2024 20240517 32.99 Invoice: 027731335 ARC Earpiece Cable - Doyle 32.99 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 027731366 04/22/2024 20240517 1,635.70 Invoice: 027731366 New Vest - L'Heureux 1,635.70 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 027731367 04/22/2024 20240517 13.99 Invoice: 027731367 CAD Cut Titles - L'Heureux 13.99 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 027731370 04/22/2024 20240517 333.76 Invoice: 027731370 GUARDIAN UNIFORM CARRIER GD2 MOD 41- Martinez 333.76 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 027731371 04/22/2024 20240517 13.99 Invoice: 027731371 3inch CAD Cut Titles - Martinez 13.99 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 027731372 04/22/2024 20240517 1,301.94 Invoice: 027731372 New Vest - Evan MIller 1,301.94 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 027743132 04/23/2024 20240517 77.00 Invoice: 027743132 Duty Belt - Woldsness 77.00 13013000 6203 Pol Ad Gen - Uniforms CHECK 495501 TOTAL: 5,104.33 495502 05/17/2024 PRTD 161012 THE GRAPHIC EDGE LLC 10244629 04/23/2024 20240517 259.90 Invoice: 10244629 259.90 17017002 6406 Fld Maint - SupOther THE GRAPHIC EDGE LLC 10234850 03/28/2024 20240517 309.99 Invoice: 10234850 Softballs 309.99 16116100 6406 Athltc Act - SupOther CHECK 495502 TOTAL: 569.89 495503 05/17/2024 PRTD 101931 HANESBRANDS INC 42073463 04/22/2024 20240517 1,128.85 Invoice: 42073463 1,128.85 52052000 6203 Golf Gen - Uniforms CHECK 495503 TOTAL: 1,128.85 495504 05/17/2024 PRTD 160943 GIESENBRAU BIER CO 20962 05/02/2024 20240517 275.00 Invoice: 20962 275.00 5800 1354 Liquor BS - Inv Beer City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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 GIESENBRAU BIER CO 20961 05/02/2024 20240517 385.00 Invoice: 20961 385.00 5800 1354 Liquor BS - Inv Beer GIESENBRAU BIER CO 20963 05/02/2024 20240517 275.00 Invoice: 20963 275.00 5800 1354 Liquor BS - Inv Beer CHECK 495504 TOTAL: 935.00 495505 05/17/2024 PRTD 101351 GILBERT MECHANICAL CONTRACTORS LL 62805 04/19/2024 22400043 20240517 13,050.00 Invoice: 62805 13,050.00 40840801 6103 Faclt CP - Prof Svrs CHECK 495505 TOTAL: 13,050.00 495506 05/17/2024 PRTD 101103 WW GRAINGER 9088710018 04/17/2024 20240517 166.05 Invoice: 9088710018 166.05 17017002 6406 Fld Maint - SupOther WW GRAINGER 9089512173 04/17/2024 20240517 46.52 Invoice: 9089512173 46.52 71071001 6180 Main Bldng - Rep&Maint WW GRAINGER 9092330084 04/19/2024 20240517 28.14 Invoice: 9092330084 28.14 E P&R23210.MISCELLAN . . 40900000 6406 P&R CP - SupOther WW GRAINGER 9095414737 04/23/2024 20240517 9.96 Invoice: 9095414737 9.96 17017006 6556 Bldg Maint - Tool&Acces CHECK 495506 TOTAL: 250.67 495507 05/17/2024 PRTD 129108 HAAG COMPANIES INC 4-494210 04/19/2024 20240517 102.00 Invoice: 4-494210 102.00 59259202 6543 Stm Gen - SodDirtMix HAAG COMPANIES INC 2-313774 04/19/2024 20240517 102.00 Invoice: 2-313774 102.00 59259202 6543 Stm Gen - SodDirtMix CHECK 495507 TOTAL: 204.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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 495508 05/17/2024 PRTD 100790 HACH COMPANY 14005202 04/19/2024 20240517 624.79 Invoice: 14005202 624.79 59059002 6406 Wat Wells - SupOther CHECK 495508 TOTAL: 624.79 495509 05/17/2024 PRTD 161041 HAGGARD BARREL BREWING COMPANY LL 1008-A 04/24/2024 20240517 170.00 Invoice: 1008-A 170.00 5800 1354 Liquor BS - Inv Beer CHECK 495509 TOTAL: 170.00 495510 05/17/2024 PRTD 143563 HEADFLYER BREWING E-5981 05/02/2024 20240517 288.00 Invoice: E-5981 288.00 5800 1356 Liquor BS - Inventory THC Bev CHECK 495510 TOTAL: 288.00 495511 05/17/2024 PRTD 160841 HEIDER, GEORGE & CAROLYN 24CAPF-Heider 05/08/2024 20240517 1,500.00 Invoice: 24CAPF-Heider Climate Action Fund insulation cost-share 1,500.00 25000004 6103 Professional Services CHECK 495511 TOTAL: 1,500.00 495512 05/17/2024 PRTD 102070 HENNEPIN COUNTY CHIEFS OF POLICE 2024 ANNUAL DUES 05/02/2024 20240517 1,260.00 Invoice: 2024 ANNUAL DUES 2024 Annual Dues 1,260.00 13013000 6105 Pol Ad Gen - Dues&Sub CHECK 495512 TOTAL: 1,260.00 495513 05/17/2024 PRTD 143585 HENNEPIN COUNTY MEDICAL CENTER 0000002956 05/14/2024 20240517 1,700.00 Invoice: 0000002956 1,700.00 13013000 6104 Pol Ad Gen - Conf&Schls HENNEPIN COUNTY MEDICAL CENTER 0000002955 05/14/2024 20240517 1,625.00 Invoice: 0000002955 1,625.00 13013000 6104 Pol Ad Gen - Conf&Schls CHECK 495513 TOTAL: 3,325.00 495514 05/17/2024 PRTD 118765 HENRY SCHEIN INC 83610515 04/22/2024 20240517 213.66 Invoice: 83610515 213.66 55055002 5510 Concession - CGS City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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 495514 TOTAL: 213.66 495515 05/17/2024 PRTD 145307 HM CRAGG CO 0301806-IN 04/22/2024 20240517 138.75 Invoice: 0301806-IN 138.75 52100000 6103 Golf Dome - Prof Svrs CHECK 495515 TOTAL: 138.75 495516 05/17/2024 PRTD 104375 HOHENSTEINS INC 711499 04/30/2024 20240517 1,144.90 Invoice: 711499 1,144.90 5800 1354 Liquor BS - Inv Beer HOHENSTEINS INC 711498 04/30/2024 20240517 54.60 Invoice: 711498 54.60 5800 1355 Liquor BS - Inv Misc HOHENSTEINS INC 711495 04/30/2024 20240517 1,452.50 Invoice: 711495 1,452.50 5800 1356 Liquor BS - Inventory THC Bev HOHENSTEINS INC 711496 04/30/2024 20240517 1,770.30 Invoice: 711496 1,770.30 5800 1354 Liquor BS - Inv Beer HOHENSTEINS INC 711494 04/30/2024 20240517 -398.30 Invoice: 711494 RMA -398.30 5800 1354 Liquor BS - Inv Beer HOHENSTEINS INC 711500 04/30/2024 20240517 135.00 Invoice: 711500 135.00 5800 1356 Liquor BS - Inventory THC Bev HOHENSTEINS INC 711501 04/30/2024 20240517 761.00 Invoice: 711501 761.00 5800 1354 Liquor BS - Inv Beer CHECK 495516 TOTAL: 4,920.00 495517 05/17/2024 PRTD 160239 HUEBSCH LAUNDRY CO 20311101 04/22/2024 20240517 214.49 Invoice: 20311101 Entrance mats 214.49 54054001 6103 Operations - Prof Svrs CHECK 495517 TOTAL: 214.49 495518 05/17/2024 PRTD 146427 LUCID BREWING LLC 18339 05/01/2024 20240517 84.00 Invoice: 18339 84.00 5800 1354 Liquor BS - Inv Beer City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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 CHECK 495518 TOTAL: 84.00 495519 05/17/2024 PRTD 160653 INSIGHT BREWING COMPANY LLC 14454 05/01/2024 20240517 502.50 Invoice: 14454 502.50 5800 1356 Liquor BS - Inventory THC Bev INSIGHT BREWING COMPANY LLC 14456 05/01/2024 20240517 175.30 Invoice: 14456 175.30 5800 1354 Liquor BS - Inv Beer CHECK 495519 TOTAL: 677.80 495520 05/17/2024 PRTD 160955 LAKEFIELD VETERINARY GROUP INC 898942 05/06/2024 20240517 174.79 Invoice: 898942 174.79 40600000 6406 Police CP - SupOther CHECK 495520 TOTAL: 174.79 495521 05/17/2024 PRTD 150898 INVICTUS BREWING INC 8447 05/03/2024 20240517 261.00 Invoice: 8447 261.00 5800 1354 Liquor BS - Inv Beer CHECK 495521 TOTAL: 261.00 495522 05/17/2024 PRTD 100828 GREAT RIVERS PRINTING 74454 04/18/2024 20240517 437.50 Invoice: 74454 Car Coasters 437.50 10410400 6406 Comm Gen - SupOther CHECK 495522 TOTAL: 437.50 495523 05/17/2024 PRTD 100828 JERRY'S ENTERPRISES INC Utilities-04/2024 04/25/2024 20240517 135.67 Invoice: Utilities-04/2024 Acct: 252162 Job: 1 135.67 59059003 6530 Wat Distr - ReprParts JERRY'S ENTERPRISES INC Facilities-04/2024 04/25/2024 20240517 216.07 Invoice: Facilities-04/2024 Acct: 252162 Job: 2 202.06 E ENG98001.MISCELLAN .SUPPLIES . 40840801 6406 Faclt CP - SupOther 14.01 63063000 6406 City Hall - SupOther JERRY'S ENTERPRISES INC Pol-04/2024 04/25/2024 20240517 13.44 Invoice: Pol-04/2024 Acct: 252162 Job:9 13.44 13013000 6406 Pol Ad Gen - SupOther City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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 495523 TOTAL: 365.18 495524 05/17/2024 PRTD 132592 JF AHERN CO 646508 04/12/2024 20240517 949.00 Invoice: 646508 949.00 52100000 6180 Golf Dome - Rep&Maint CHECK 495524 TOTAL: 949.00 495525 05/17/2024 PRTD 100835 ARTISAN BEER COMPANY 3678140 05/02/2024 20240517 856.90 Invoice: 3678140 856.90 5800 1356 Liquor BS - Inventory THC Bev ARTISAN BEER COMPANY 3678141 05/02/2024 20240517 30.75 Invoice: 3678141 30.75 5800 1355 Liquor BS - Inv Misc ARTISAN BEER COMPANY 3678139 05/02/2024 20240517 1,347.55 Invoice: 3678139 1,347.55 5800 1354 Liquor BS - Inv Beer ARTISAN BEER COMPANY 3678137 05/02/2024 20240517 830.20 Invoice: 3678137 830.20 5800 1356 Liquor BS - Inventory THC Bev ARTISAN BEER COMPANY 3678138 05/02/2024 20240517 3,061.95 Invoice: 3678138 3,061.95 5800 1354 Liquor BS - Inv Beer ARTISAN BEER COMPANY 3678135 05/02/2024 20240517 33.80 Invoice: 3678135 33.80 5800 1355 Liquor BS - Inv Misc ARTISAN BEER COMPANY 3678136 05/02/2024 20240517 101.50 Invoice: 3678136 101.50 5800 1356 Liquor BS - Inventory THC Bev ARTISAN BEER COMPANY 3678134 05/02/2024 20240517 860.80 Invoice: 3678134 860.80 5800 1354 Liquor BS - Inv Beer CHECK 495525 TOTAL: 7,123.45 495526 05/17/2024 PRTD 100835 PHILLIPS WINE & SPIRITS 6777114 05/02/2024 20240517 2,137.65 Invoice: 6777114 25.20 58258201 5513 Grnd Sell - CGS Wine 2,112.45 5800 1353 Liquor BS - Inv Wine PHILLIPS WINE & SPIRITS 6777119 05/02/2024 20240517 1,906.80 Invoice: 6777119 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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 58.80 58258201 5513 Grnd Sell - CGS Wine 1,848.00 5800 1353 Liquor BS - Inv Wine PHILLIPS WINE & SPIRITS 6777113 05/02/2024 20240517 1,466.73 Invoice: 6777113 14.00 58258201 5512 Grnd Sell - CGS Liq 1,452.73 5800 1352 Liquor BS - Inv Liq PHILLIPS WINE & SPIRITS 6777115 05/02/2024 20240517 566.05 Invoice: 6777115 8.40 58158101 5512 Sthdl Sell - CGS Liq 557.65 5800 1352 Liquor BS - Inv Liq PHILLIPS WINE & SPIRITS 6777116 05/02/2024 20240517 751.50 Invoice: 6777116 14.00 58158101 5513 Sthdl Sell - CGS Wine 737.50 5800 1353 Liquor BS - Inv Wine PHILLIPS WINE & SPIRITS 6777118 05/02/2024 20240517 1,648.40 Invoice: 6777118 64.40 58158101 5513 Sthdl Sell - CGS Wine 1,584.00 5800 1353 Liquor BS - Inv Wine PHILLIPS WINE & SPIRITS 6777111 05/02/2024 20240517 543.45 Invoice: 6777111 5.60 58058001 5512 50th Sell - CGS Liq 537.85 5800 1352 Liquor BS - Inv Liq PHILLIPS WINE & SPIRITS 6777117 05/02/2024 20240517 908.00 Invoice: 6777117 28.00 58058001 5513 50th Sell - CGS Wine 880.00 5800 1353 Liquor BS - Inv Wine PHILLIPS WINE & SPIRITS 6777112 05/02/2024 20240517 1,528.40 Invoice: 6777112 14.00 58058001 5513 50th Sell - CGS Wine 1,514.40 5800 1353 Liquor BS - Inv Wine CHECK 495526 TOTAL: 11,456.98 495527 05/17/2024 PRTD 100835 WINE MERCHANTS 7471326 05/02/2024 20240517 3,823.61 Invoice: 7471326 33.61 58258201 5513 Grnd Sell - CGS Wine 3,790.00 5800 1353 Liquor BS - Inv Wine WINE MERCHANTS 7471327 05/02/2024 20240517 498.80 Invoice: 7471327 2.80 58258201 5513 Grnd Sell - CGS Wine 496.00 5800 1353 Liquor BS - Inv Wine WINE MERCHANTS 7471325 05/02/2024 20240517 1,216.70 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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 Invoice: 7471325 8.40 58158101 5513 Sthdl Sell - CGS Wine 1,208.30 5800 1353 Liquor BS - Inv Wine WINE MERCHANTS 7471324 05/02/2024 20240517 2,045.80 Invoice: 7471324 23.80 58058001 5513 50th Sell - CGS Wine 2,022.00 5800 1353 Liquor BS - Inv Wine CHECK 495527 TOTAL: 7,584.91 495528 05/17/2024 PRTD 100835 JOHNSON BROTHERS LIQUOR CO 2532538 05/02/2024 20240517 38.40 Invoice: 2532538 1.40 58158101 5515 Sthdl Sell - CGS Other 37.00 5800 1355 Liquor BS - Inv Misc JOHNSON BROTHERS LIQUOR CO 2532543 05/02/2024 20240517 319.69 Invoice: 2532543 4.20 58258201 5513 Grnd Sell - CGS Wine 315.49 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2532558 05/02/2024 20240517 448.40 Invoice: 2532558 8.40 58258201 5513 Grnd Sell - CGS Wine 440.00 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2532553 05/02/2024 20240517 976.80 Invoice: 2532553 16.80 58258201 5513 Grnd Sell - CGS Wine 960.00 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2532548 05/02/2024 20240517 133.40 Invoice: 2532548 1.40 58258201 5515 Grnd Sell - CGS Other 132.00 5800 1355 Liquor BS - Inv Misc JOHNSON BROTHERS LIQUOR CO 2532544 05/02/2024 20240517 1,009.48 Invoice: 2532544 7.00 58258201 5512 Grnd Sell - CGS Liq 1,002.48 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2532547 05/02/2024 20240517 2,515.47 Invoice: 2532547 18.20 58258201 5512 Grnd Sell - CGS Liq 2,497.27 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2532554 05/02/2024 20240517 1,810.20 Invoice: 2532554 46.20 58258201 5512 Grnd Sell - CGS Liq 1,764.00 5800 1352 Liquor BS - Inv Liq City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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 JOHNSON BROTHERS LIQUOR CO 2532552 05/02/2024 20240517 2,067.80 Invoice: 2532552 51.80 58158101 5512 Sthdl Sell - CGS Liq 2,016.00 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2532556 05/02/2024 20240517 587.40 Invoice: 2532556 8.40 58158101 5512 Sthdl Sell - CGS Liq 579.00 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2532542 05/02/2024 20240517 1,705.35 Invoice: 2532542 15.40 58158101 5512 Sthdl Sell - CGS Liq 1,689.95 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2532546 05/02/2024 20240517 2,372.75 Invoice: 2532546 16.80 58158101 5512 Sthdl Sell - CGS Liq 2,355.95 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2532551 05/02/2024 20240517 2,297.40 Invoice: 2532551 29.40 58158101 5513 Sthdl Sell - CGS Wine 2,268.00 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2532557 05/02/2024 20240517 1,294.00 Invoice: 2532557 21.00 58158101 5513 Sthdl Sell - CGS Wine 1,273.00 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2532541 05/02/2024 20240517 317.80 Invoice: 2532541 4.20 58158101 5513 Sthdl Sell - CGS Wine 313.60 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2532540 05/02/2024 20240517 77.90 Invoice: 2532540 1.40 58058001 5512 50th Sell - CGS Liq 76.50 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2532545 05/02/2024 20240517 949.50 Invoice: 2532545 7.00 58058001 5512 50th Sell - CGS Liq 942.50 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2532550 05/02/2024 20240517 443.20 Invoice: 2532550 11.20 58058001 5512 50th Sell - CGS Liq 432.00 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2532549 05/02/2024 20240517 553.80 Invoice: 2532549 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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 9.80 58058001 5513 50th Sell - CGS Wine 544.00 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2532539 05/02/2024 20240517 391.19 Invoice: 2532539 2.80 58058001 5513 50th Sell - CGS Wine 388.39 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2532555 05/02/2024 20240517 383.00 Invoice: 2532555 7.00 58058001 5513 50th Sell - CGS Wine 376.00 5800 1353 Liquor BS - Inv Wine CHECK 495528 TOTAL: 20,692.93 495529 05/17/2024 PRTD 161063 JOHNSON, DEREK 24CAPF-Johnson 05/08/2024 20240517 650.00 Invoice: 24CAPF-Johnson Community Climate Action 650.00 25000004 6103 Professional Services CHECK 495529 TOTAL: 650.00 495530 05/17/2024 PRTD 145396 JUNKYARD BREWING COMPANY LLC 006613 05/02/2024 20240517 205.00 Invoice: 006613 205.00 5800 1354 Liquor BS - Inv Beer CHECK 495530 TOTAL: 205.00 495531 05/17/2024 PRTD 161061 KEWITSCH, RUTH 24CAPF-Kewitsch 05/08/2024 20240517 500.00 Invoice: 24CAPF-Kewitsch E-Bike Reimbursement 500.00 25000004 6103 Professional Services CHECK 495531 TOTAL: 500.00 495532 05/17/2024 PRTD 160105 KILLMER ELECTRIC CO., INC. W22812 04/22/2024 20240517 550.00 Invoice: W22812 550.00 15415401 6180 Str Lt Reg - Rep&Maint CHECK 495532 TOTAL: 550.00 495533 05/17/2024 PRTD 160539 KRAUS-ANDERSON CONSTRUCTION COMPA 64055 04/30/2024 20240517 44,935.00 Invoice: 64055 Community Health & Safety Center 44,935.00 E FIR21008.CONSTRUCTN. . 40500000 6713 Fire CP - CapBldStrc City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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 495533 TOTAL: 44,935.00 495534 05/17/2024 PRTD 160539 KRAUS-ANDERSON CONSTRUCTION COMPA 64053 03/31/2024 20240517 48,765.05 Invoice: 64053 Fencing and Demolition at 4401 48,765.05 E FIR21008.CONSTRUCTN. . 40500000 6713 Fire CP - CapBldStrc CHECK 495534 TOTAL: 48,765.05 495535 05/17/2024 PRTD 160737 WEYAND COMPANIES LLC 001057 04/09/2024 20240517 179.00 Invoice: 001057 179.00 61061005 6180 Police Eq - Rep&Maint CHECK 495535 TOTAL: 179.00 495536 05/17/2024 PRTD 151024 LA DONA SBC 7073 04/30/2024 20240517 82.00 Invoice: 7073 82.00 5800 1354 Liquor BS - Inv Beer CHECK 495536 TOTAL: 82.00 495537 05/17/2024 PRTD 139451 LANDBRIDGE ECOLOGICAL INC 2440 03/31/2024 20240517 20,430.98 Invoice: 2440 Natural Areas Long-Term Mainte 20,430.98 E ENG23105.MISCELLAN . . 40840800 6103 Eng CP - Prof Svrs CHECK 495537 TOTAL: 20,430.98 495538 05/17/2024 PRTD 100852 LAWSON PRODUCTS INC 9311469891 04/18/2024 20240517 1,040.55 Invoice: 9311469891 1,040.55 61061004 6530 PW Equip - ReprParts CHECK 495538 TOTAL: 1,040.55 495539 05/17/2024 PRTD 101552 LEAGUE OF MINNESOTA CITIES 22631 05/01/2024 20240517 3,009.31 Invoice: 22631 WC Lucas Anderson 3,009.31 60060001 6045 Work Comp - Work Comp CHECK 495539 TOTAL: 3,009.31 495540 05/17/2024 PRTD 135867 LIBATION PROJECT 71168 04/30/2024 20240517 158.00 Invoice: 71168 2.00 58158101 5512 Sthdl Sell - CGS Liq City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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 156.00 5800 1352 Liquor BS - Inv Liq LIBATION PROJECT 71171 04/30/2024 20240517 816.04 Invoice: 71171 4.00 58258201 5512 Grnd Sell - CGS Liq 812.04 5800 1352 Liquor BS - Inv Liq LIBATION PROJECT 71170 04/30/2024 20240517 536.12 Invoice: 71170 8.00 58258201 5513 Grnd Sell - CGS Wine 528.12 5800 1353 Liquor BS - Inv Wine LIBATION PROJECT 71167 04/30/2024 20240517 94.04 Invoice: 71167 2.00 58058001 5513 50th Sell - CGS Wine 92.04 5800 1353 Liquor BS - Inv Wine LIBATION PROJECT 71166 04/30/2024 20240517 430.00 Invoice: 71166 4.00 58058001 5512 50th Sell - CGS Liq 426.00 5800 1352 Liquor BS - Inv Liq CHECK 495540 TOTAL: 2,034.20 495541 05/17/2024 PRTD 161069 LOGAN, KATHARINE 24CAPF-Logan 05/09/2024 20240517 700.00 Invoice: 24CAPF-Logan E-Bike Reimbursement 700.00 25000004 6103 Professional Services CHECK 495541 TOTAL: 700.00 495542 05/17/2024 PRTD 160548 LUCE LINE BREWING CO LLC E-2475 05/02/2024 20240517 402.00 Invoice: E-2475 402.00 5800 1356 Liquor BS - Inventory THC Bev LUCE LINE BREWING CO LLC E-2473 05/02/2024 20240517 300.00 Invoice: E-2473 300.00 5800 1354 Liquor BS - Inv Beer LUCE LINE BREWING CO LLC E-2469 05/02/2024 20240517 165.00 Invoice: E-2469 165.00 5800 1354 Liquor BS - Inv Beer CHECK 495542 TOTAL: 867.00 495543 05/17/2024 PRTD 141916 LUPULIN BREWING COMPANY 60220 05/01/2024 20240517 207.00 Invoice: 60220 207.00 5800 1354 Liquor BS - Inv Beer City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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 495543 TOTAL: 207.00 495544 05/17/2024 PRTD 123848 LVC COMPANIES INC 139809 04/22/2024 20240517 270.00 Invoice: 139809 Small leak in main, near main tags 270.00 71071001 6103 Main Bldng - Prof Svrs CHECK 495544 TOTAL: 270.00 495545 05/17/2024 PRTD 102722 PEAVEY CORPORATION 408283 03/20/2024 20240517 91.81 Invoice: 408283 91.81 13013000 6406 Pol Ad Gen - SupOther CHECK 495545 TOTAL: 91.81 495546 05/17/2024 PRTD 100864 MACQUEEN EQUIPMENT LLC P57155 04/17/2024 20240517 1,617.12 Invoice: P57155 1,617.12 59259204 6406 Stm St Cln - SupOther CHECK 495546 TOTAL: 1,617.12 495547 05/17/2024 PRTD 122554 MATHESON TRI-GAS INC 0029578701 04/21/2024 20240517 219.35 Invoice: 0029578701 HRCM 400 219.35 12012000 6510 Fire Gen - SupFrstAid MATHESON TRI-GAS INC 0029579145 04/21/2024 20240517 59.19 Invoice: 0029579145 HRCM 59.19 12012000 6510 Fire Gen - SupFrstAid CHECK 495547 TOTAL: 278.54 495548 05/17/2024 PRTD 141215 MAVERICK WINE LLC INV1232744 05/01/2024 20240517 1,883.88 Invoice: INV1232744 12.00 58158101 5512 Sthdl Sell - CGS Liq 1,871.88 5800 1352 Liquor BS - Inv Liq MAVERICK WINE LLC INV1232736/1232745 05/01/2024 20240517 1,762.68 Invoice: INV1232736/1232745 42.00 58158101 5513 Sthdl Sell - CGS Wine 1,720.68 5800 1353 Liquor BS - Inv Wine MAVERICK WINE LLC INV1232743 05/02/2024 20240517 1,883.88 Invoice: INV1232743 12.00 58258201 5512 Grnd Sell - CGS Liq 1,871.88 5800 1352 Liquor BS - Inv Liq MAVERICK WINE LLC INV1232730 05/02/2024 20240517 237.54 Invoice: INV1232730 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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 1.50 58258201 5513 Grnd Sell - CGS Wine 236.04 5800 1353 Liquor BS - Inv Wine MAVERICK WINE LLC INV1232729 05/02/2024 20240517 1,883.88 Invoice: INV1232729 12.00 58058001 5512 50th Sell - CGS Liq 1,871.88 5800 1352 Liquor BS - Inv Liq MAVERICK WINE LLC INV1232746 05/02/2024 20240517 454.08 Invoice: INV1232746 1.50 58058001 5513 50th Sell - CGS Wine 452.58 5800 1353 Liquor BS - Inv Wine CHECK 495548 TOTAL: 8,105.94 495549 05/17/2024 PRTD 161074 MEARS, SUZANNE 24CAPF-Mears 05/13/2024 20240517 1,100.00 Invoice: 24CAPF-Mears Climate Action Fund stove and insulation 1,100.00 25000004 6103 Professional Services CHECK 495549 TOTAL: 1,100.00 495550 05/17/2024 PRTD 146040 MEGA BEER LLC IN-10619 05/01/2024 20240517 271.00 Invoice: IN-10619 271.00 5800 1354 Liquor BS - Inv Beer MEGA BEER LLC IN-10616 05/01/2024 20240517 724.85 Invoice: IN-10616 724.85 5800 1354 Liquor BS - Inv Beer CHECK 495550 TOTAL: 995.85 495551 05/17/2024 PRTD 101483 MENARDS 84320-2024 04/16/2024 20240517 34.83 Invoice: 84320-2024 34.83 54054001 6511 Operations - SupCustod CHECK 495551 TOTAL: 34.83 495552 05/17/2024 PRTD 101483 MENARDS 1892 04/15/2024 20240517 291.19 Invoice: 1892 291.19 55055001 6406 Bldg/Grnds - SupOther MENARDS 1977 04/16/2024 20240517 92.35 Invoice: 1977 92.35 17017006 6406 Bldg Maint - SupOther MENARDS 1942 04/16/2024 20240517 38.98 Invoice: 1942 38.98 12012000 6180 Fire Gen - Rep&Maint City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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 MENARDS 2072 04/18/2024 20240517 220.37 Invoice: 2072 220.37 52052000 6406 Golf Gen - SupOther MENARDS 2139 04/19/2024 20240517 278.79 Invoice: 2139 278.79 17017004 6406 Tree & Mnt - SupOther MENARDS 2012 04/17/2024 20240517 148.49 Invoice: 2012 148.49 52052005 6406 Clubhouse - SupOther MENARDS 2083 04/18/2024 20240517 35.33 Invoice: 2083 35.33 55055001 6511 Bldg/Grnds - SupCustod MENARDS 2353 04/23/2024 20240517 5.98 Invoice: 2353 5.98 55055001 6180 Bldg/Grnds - Rep&Maint MENARDS 2411 04/24/2024 20240517 7.99 Invoice: 2411 7.99 17017006 6180 Bldg Maint - Rep&Maint MENARDS 2475 04/25/2024 20240517 86.92 Invoice: 2475 86.92 14014001 6556 Gen Mntce - Tool&Acces MENARDS 2563 04/26/2024 20240517 42.81 Invoice: 2563 42.81 17017006 6406 Bldg Maint - SupOther MENARDS 2541 04/26/2024 20240517 23.48 Invoice: 2541 23.48 59159103 6406 Sew LftSt - SupOther MENARDS 2534 04/26/2024 20240517 53.88 Invoice: 2534 53.88 55055001 6406 Bldg/Grnds - SupOther MENARDS 2296 04/22/2024 20240517 127.41 Invoice: 2296 127.41 55055001 6406 Bldg/Grnds - SupOther CHECK 495552 TOTAL: 1,453.97 495553 05/17/2024 PRTD 101161 MIDWEST CHEMICAL SUPPLY INC 46006 04/17/2024 20240517 349.05 Invoice: 46006 Tides and anti-rust cleaner 349.05 12012000 6406 Fire Gen - SupOther City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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 MIDWEST CHEMICAL SUPPLY INC 40018 04/22/2024 20240517 338.96 Invoice: 40018 338.96 59059005 6406 Wat Treat - SupOther MIDWEST CHEMICAL SUPPLY INC 40017 04/22/2024 20240517 1,125.91 Invoice: 40017 1,125.91 63063000 6511 City Hall - SupCustod CHECK 495553 TOTAL: 1,813.92 495554 05/17/2024 PRTD 142773 MIDWEST GROUNDCOVER 24042 04/25/2024 20240517 3,150.00 Invoice: 24042 Mulch for dry play 3,150.00 53053001 6406 Operations - SupOther CHECK 495554 TOTAL: 3,150.00 495555 05/17/2024 PRTD 101952 MINNESOTA PLAYGROUND INC 2024104 02/29/2024 20240517 1,395.00 Invoice: 2024104 Rosland Merry go round 1,395.00 17017006 6530 Bldg Maint - ReprParts MINNESOTA PLAYGROUND INC 2024001-Final 01/03/2024 20240517 4,500.00 Invoice: 2024001-Final Wooddale Park Playground Equipment 4,500.00 40900000 6710 P&R CP - Cap Other CHECK 495555 TOTAL: 5,895.00 495556 05/17/2024 PRTD 128914 BJKK DEVELOPMENT 36177 04/20/2024 20240517 56.46 Invoice: 36177 56.46 12100000 6575 Build Insp - Printing BJKK DEVELOPMENT 36165 04/18/2024 20240517 46.00 Invoice: 36165 46.00 26026000 6406 HRA Admin - SupOther BJKK DEVELOPMENT 36166 04/18/2024 20240517 168.00 Invoice: 36166 Board & Commission Appreciation Event-Foam Boards 168.00 10000000 6406 City Cncl - SupOther BJKK DEVELOPMENT 36181 04/20/2024 20240517 691.00 Invoice: 36181 Utility Bill Stuffers for Carryout Bag Campaign 691.00 25000000 6122 CAS - AdvOther BJKK DEVELOPMENT 36190 04/23/2024 20240517 1,174.00 Invoice: 36190 1,174.00 57057000 6575 General - Printing CHECK 495556 TOTAL: 2,135.46 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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 495557 05/17/2024 PRTD 140955 MODIST BREWING LLC E-50350 05/02/2024 20240517 274.00 Invoice: E-50350 274.00 5800 1354 Liquor BS - Inv Beer MODIST BREWING LLC E-50352 05/02/2024 20240517 900.00 Invoice: E-50352 900.00 5800 1356 Liquor BS - Inventory THC Bev MODIST BREWING LLC E-50351 05/02/2024 20240517 343.00 Invoice: E-50351 343.00 5800 1354 Liquor BS - Inv Beer CHECK 495557 TOTAL: 1,517.00 495558 05/17/2024 PRTD 141377 MONTGOMERY BREWING COMPANY LLC E-4179 05/02/2024 20240517 173.00 Invoice: E-4179 173.00 5800 1354 Liquor BS - Inv Beer CHECK 495558 TOTAL: 173.00 495559 05/17/2024 PRTD 160073 MOR GOLF AND UTILITY, INC 45677 04/23/2024 20240517 872.03 Invoice: 45677 872.03 52052000 6406 Golf Gen - SupOther CHECK 495559 TOTAL: 872.03 495560 05/17/2024 PRTD 100912 MOTOROLA INC 1411083217 04/22/2024 20240517 2,228.97 Invoice: 1411083217 2,228.97 13013000 6160 Pol Ad Gen - Sftwr&Data CHECK 495560 TOTAL: 2,228.97 495561 05/17/2024 PRTD 100906 MTI DISTRIBUTING INC 1424365-00 04/17/2024 20240517 129.98 Invoice: 1424365-00 129.98 61061004 6530 PW Equip - ReprParts MTI DISTRIBUTING INC 1422773-01 04/17/2024 20240517 710.21 Invoice: 1422773-01 710.21 17017002 6530 Fld Maint - ReprParts MTI DISTRIBUTING INC 1422773-02 04/17/2024 20240517 217.98 Invoice: 1422773-02 217.98 17017001 6406 Mowing - SupOther MTI DISTRIBUTING INC 1424594-00 04/17/2024 20240517 542.96 Invoice: 1424594-00 542.96 17017001 6530 Mowing - ReprParts City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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 MTI DISTRIBUTING INC 1424594-01 04/19/2024 20240517 381.58 Invoice: 1424594-01 381.58 17017001 6530 Mowing - ReprParts MTI DISTRIBUTING INC 1424963-00 04/19/2024 20240517 152.19 Invoice: 1424963-00 152.19 52052000 6530 Golf Gen - ReprParts MTI DISTRIBUTING INC 1424962-00 04/19/2024 20240517 1,785.43 Invoice: 1424962-00 Short pay due to MN sales tax 6.875% 1,785.43 52052000 6530 Golf Gen - ReprParts MTI DISTRIBUTING INC 1421854-00 04/19/2024 20240517 99.29 Invoice: 1421854-00 Sales tax should be 6.875% 99.29 52052000 6530 Golf Gen - ReprParts MTI DISTRIBUTING INC 1425081-00 04/22/2024 20240517 1.58 Invoice: 1425081-00 Sales tax should be 6.875% 1.58 52052000 6406 Golf Gen - SupOther CHECK 495561 TOTAL: 4,021.20 495562 05/17/2024 PRTD 100076 NEW FRANCE WINE CO 222234 05/01/2024 20240517 1,377.00 Invoice: 222234 25.00 58158101 5513 Sthdl Sell - CGS Wine 1,352.00 5800 1353 Liquor BS - Inv Wine NEW FRANCE WINE CO 222235 05/01/2024 20240517 818.00 Invoice: 222235 10.00 58258201 5513 Grnd Sell - CGS Wine 808.00 5800 1353 Liquor BS - Inv Wine NEW FRANCE WINE CO 222232 05/01/2024 20240517 538.00 Invoice: 222232 10.00 58058001 5513 50th Sell - CGS Wine 528.00 5800 1353 Liquor BS - Inv Wine CHECK 495562 TOTAL: 2,733.00 495563 05/17/2024 PRTD 142880 NORDIC SOLAR HOLDCO LLC INV-NSH004399 04/30/2024 20240517 8,779.44 Invoice: INV-NSH004399 3/1/2024 - 3/31/2024 8,779.44 59059002 6185 Wat Wells - Elec&Solar CHECK 495563 TOTAL: 8,779.44 495564 05/17/2024 PRTD 160743 NORTHWESTERN POWER EQUIPMENT CO., 240085DJ-X 04/23/2024 20240517 1,150.00 Invoice: 240085DJ-X 1,150.00 59059004 6530 Wat TTR - ReprParts City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: MSchauerProgram ID: apcshdsb Page 44 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC CHECK 495564 TOTAL: 1,150.00 495565 05/17/2024 PRTD 160033 OLD WORLD BEER LLC 9522 05/03/2024 20240517 228.00 Invoice: 9522 228.00 5800 1354 Liquor BS - Inv Beer OLD WORLD BEER LLC 9523 05/03/2024 20240517 151.00 Invoice: 9523 151.00 5800 1353 Liquor BS - Inv Wine CHECK 495565 TOTAL: 379.00 495566 05/17/2024 PRTD 999995 City Homes LLC ED186662-Refund 05/06/2024 20240517 9,550.00 Invoice: ED186662-Refund ED186662-6101 Blake Cir 9,550.00 1000 2064 GF Bal Sh - BldgEscrow CHECK 495566 TOTAL: 9,550.00 495567 05/17/2024 PRTD 999995 City Homes LLC ED209545-Refund 05/02/2024 20240517 2,500.00 Invoice: ED209545-Refund ED209545-5828 Fairfax Ave 2,500.00 1000 2064 GF Bal Sh - BldgEscrow CHECK 495567 TOTAL: 2,500.00 495568 05/17/2024 PRTD 999995 CityLine Homes Inc ED211242-Refund 05/10/2024 20240517 2,500.00 Invoice: ED211242-Refund ED211242-5625 Chowen Ave S 2,500.00 1000 2064 GF Bal Sh - BldgEscrow CHECK 495568 TOTAL: 2,500.00 495569 05/17/2024 PRTD 999995 KCM Construction Services LLC ED189007-Refund2 05/15/2024 20240517 9,120.00 Invoice: ED189007-Refund2 9,120.00 1000 2064 GF Bal Sh - BldgEscrow CHECK 495569 TOTAL: 9,120.00 495570 05/17/2024 PRTD 999995 Refined, LLC ED195522-Refund 05/08/2024 20240517 9,450.00 Invoice: ED195522-Refund ED195522-6217 Parkwood Rd 9,450.00 1000 2064 GF Bal Sh - BldgEscrow CHECK 495570 TOTAL: 9,450.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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 495571 05/17/2024 PRTD 999995 Refined, LLC ED193698-Refund 05/13/2024 20240517 9,450.00 Invoice: ED193698-Refund ED193698-4600 Merilane 9,450.00 1000 2064 GF Bal Sh - BldgEscrow CHECK 495571 TOTAL: 9,450.00 495572 05/17/2024 PRTD 999994 Deans Home Services ED212859-Refund 04/25/2024 20240517 47.00 Invoice: ED212859-Refund ED212859-5808 Ashcroft Ave 47.00 12100000 4112 Build Insp - Perm Plmbg CHECK 495572 TOTAL: 47.00 495573 05/17/2024 PRTD 999994 Florek Innovations & Design LLC ED213094-Refund 05/07/2024 20240517 1,250.00 Invoice: ED213094-Refund 1,250.00 12100000 4111 Build Insp - Perm Bldg CHECK 495573 TOTAL: 1,250.00 495574 05/17/2024 PRTD 999994 GO Permits ED212790-Refund 05/13/2024 20240517 550.16 Invoice: ED212790-Refund ED212790-6700 Hillside Ln 550.16 12100000 4111 Build Insp - Perm Bldg CHECK 495574 TOTAL: 550.16 495575 05/17/2024 PRTD 999994 Harding, Ann 24WELL-Harding 05/07/2024 20240517 400.00 Invoice: 24WELL-Harding 400.00 15300000 6105 Eng Serv - Dues&Sub CHECK 495575 TOTAL: 400.00 495576 05/17/2024 PRTD 999994 Johnson, Mark Johnson-04/24 04/29/2024 20240517 195.00 Invoice: Johnson-04/24 Snowplow damage at 5201 Chantrey Rd 195.00 14014006 6406 Snow Rem - SupOther CHECK 495576 TOTAL: 195.00 495577 05/17/2024 PRTD 999994 PLATT CONTRACTING SERVICES ED212697-Refund 05/03/2024 20240517 170.00 Invoice: ED212697-Refund ED212697 170.00 12100000 4111 Build Insp - Perm Bldg CHECK 495577 TOTAL: 170.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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 495578 05/17/2024 PRTD 999994 TIMCO CONSTRUCTION ED212740-Refund 05/03/2024 20240517 170.00 Invoice: ED212740-Refund ED212740 170.00 12100000 4111 Build Insp - Perm Bldg CHECK 495578 TOTAL: 170.00 495579 05/17/2024 PRTD 999996 Edina Give and Go 68911279-Refund 05/07/2024 20240517 21.81 Invoice: 68911279-Refund Refund - Early Bird rate extended 21.81 1000 2015 GF Bal Sh - Refund Pay CHECK 495579 TOTAL: 21.81 495580 05/17/2024 PRTD 999997 Carson, Carrieann 108317-Chowen 05/01/2024 20240517 384.24 Invoice: 108317-Chowen UB 0111869005 6212 CHOWEN 384.24 59005900 1211 Wat BS - Accts Rec CHECK 495580 TOTAL: 384.24 495581 05/17/2024 PRTD 999997 ROGERS, STACY 109245 05/13/2024 20240517 276.39 Invoice: 109245 UB 0341108009 6608 WARREN 276.39 59005900 1211 Wat BS - Accts Rec CHECK 495581 TOTAL: 276.39 495582 05/17/2024 PRTD 100944 PAUSTIS WINE COMPANY 235350 05/02/2024 20240517 501.00 Invoice: 235350 10.00 58258201 5513 Grnd Sell - CGS Wine 491.00 5800 1353 Liquor BS - Inv Wine PAUSTIS WINE COMPANY 235347 05/01/2024 20240517 968.50 Invoice: 235347 13.50 58158101 5513 Sthdl Sell - CGS Wine 955.00 5800 1353 Liquor BS - Inv Wine PAUSTIS WINE COMPANY 235349 05/01/2024 20240517 975.50 Invoice: 235349 16.50 58058001 5513 50th Sell - CGS Wine 959.00 5800 1353 Liquor BS - Inv Wine CHECK 495582 TOTAL: 2,445.00 495583 05/17/2024 PRTD 100945 PEPSI-COLA COMPANY 57634706 05/06/2024 20240517 433.85 Invoice: 57634706 433.85 5800 1355 Liquor BS - Inv Misc PEPSI-COLA COMPANY 30096902 05/09/2024 20240517 1,599.74 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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 Invoice: 30096902 CONCESSIONS PRODUCT, PEPSI 1,599.74 53053002 5510 Concession - CGS PEPSI-COLA COMPANY 26913458 05/09/2024 20240517 204.16 Invoice: 26913458 204.16 54054002 5510 Concession - CGS PEPSI-COLA COMPANY 27915757 05/13/2024 20240517 626.42 Invoice: 27915757 626.42 55055002 5510 Concession - CGS CHECK 495583 TOTAL: 2,864.17 495584 05/17/2024 PRTD 117087 PETERSON COMPANIES INC 55351 04/19/2024 20240517 8,217.43 Invoice: 55351 CLP-Irrigation controllers 8,217.43 57057000 6103 General - Prof Svrs CHECK 495584 TOTAL: 8,217.43 495585 05/17/2024 PRTD 100119 PING INC 17522080 04/23/2024 20240517 2,002.50 Invoice: 17522080 1,977.90 52005200 1356 Course BS - Inventory 24.60 52052006 5510 Ret Sales - CGS CHECK 495585 TOTAL: 2,002.50 495586 05/17/2024 PRTD 119620 POMP'S TIRE SERVICE INC 210707436 04/23/2024 20240517 338.68 Invoice: 210707436 338.68 61061004 6583 PW Equip - Tire&Tube CHECK 495586 TOTAL: 338.68 495587 05/17/2024 PRTD 160734 PRIDE MANUFACTURING COMPANY LLC ARFL420742 04/19/2024 20240517 598.40 Invoice: ARFL420742 We subject to pay MN General Sales Tax 6.875% 598.40 52052001 6406 18-Hole - SupOther CHECK 495587 TOTAL: 598.40 495588 05/17/2024 PRTD 106341 MEDICAL PRIORITY CONSULTANTS, INC SIN355656 02/01/2024 20240517 3,873.00 Invoice: SIN355656 3,873.00 21000000 6230 E911 - SrvCntrcts CHECK 495588 TOTAL: 3,873.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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 495589 05/17/2024 PRTD 100972 R & R SPECIALTIES INC 0081900-IN 04/22/2024 20240517 2,072.10 Invoice: 0081900-IN 2,072.10 55055003 6103 Ice Maint - Prof Svrs CHECK 495589 TOTAL: 2,072.10 495590 05/17/2024 PRTD 104643 RECREATION SUPPLY COMPANY INC 523621 04/19/2024 20240517 211.75 Invoice: 523621 AQ Merchandise 211.75 53053001 4414 Operations - SlsOthRetl RECREATION SUPPLY COMPANY INC 523639 04/19/2024 20240517 432.72 Invoice: 523639 Goggles 432.72 53053001 4414 Operations - SlsOthRetl CHECK 495590 TOTAL: 644.47 495591 05/17/2024 PRTD 125936 REINDERS INC 3400874-00 04/17/2024 20240517 4,015.00 Invoice: 3400874-00 4,015.00 17017002 6532 Fld Maint - Paint CHECK 495591 TOTAL: 4,015.00 495592 05/17/2024 PRTD 133627 REPUBLIC SERVICES #894 0894-006677400 04/30/2024 20240517 57,943.51 Invoice: 0894-006677400 Account:3-0894-7000078 57,943.51 59359301 6182 Rec Reg - Garb&Recyc CHECK 495592 TOTAL: 57,943.51 495593 05/17/2024 PRTD 114799 RES GREAT LAKES LLC IN44866 04/04/2024 20240517 1,068.75 Invoice: IN44866 Construction Oversight for Bre 1,068.75 E ENG24103.CONSTRUCTN. . 40840800 6103 Eng CP - Prof Svrs CHECK 495593 TOTAL: 1,068.75 495594 05/17/2024 PRTD 100977 RICHFIELD PLUMBING COMPANY 89497 04/19/2024 20240517 1,119.50 Invoice: 89497 1,119.50 55055001 6103 Bldg/Grnds - Prof Svrs RICHFIELD PLUMBING COMPANY 89498 04/19/2024 20240517 177.51 Invoice: 89498 177.51 63063000 6180 City Hall - Rep&Maint City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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 495594 TOTAL: 1,297.01 495595 05/17/2024 PRTD 127639 MIDWAY FORD COMPANY 826353 04/17/2024 20240517 88.59 Invoice: 826353 88.59 61061006 6530 Fire Equip - ReprParts CHECK 495595 TOTAL: 88.59 495596 05/17/2024 PRTD 160661 ROYAL SUPPLY INC 6242 04/23/2024 20240517 289.90 Invoice: 6242 289.90 57057000 6511 General - SupCustod CHECK 495596 TOTAL: 289.90 495597 05/17/2024 PRTD 161066 RUDI, SUZANNE 24CAPF-Rudi 05/08/2024 20240517 1,360.00 Invoice: 24CAPF-Rudi Solar Climate Action 1,360.00 25000004 6103 Professional Services CHECK 495597 TOTAL: 1,360.00 495598 05/17/2024 PRTD 134173 SAFE-FAST INC INV289685 04/19/2024 20240517 23.40 Invoice: INV289685 23.40 14014001 6610 Gen Mntce - Saf Equip CHECK 495598 TOTAL: 23.40 495599 05/17/2024 PRTD 100988 SAFETY KLEEN SYSTEMS INC 94367555 04/20/2024 20240517 363.32 Invoice: 94367555 Short pay sales tax due to tax exemption 363.32 57057000 6182 General - Garb&Recyc CHECK 495599 TOTAL: 363.32 495600 05/17/2024 PRTD 129348 OLSON, BRADLEY D 042224 04/22/2024 20240517 895.00 Invoice: 042224 Braemar Fieldhouse Takedown-JLG Boom Lift Training 895.00 10910900 6103 HR Gen - Prof Svrs CHECK 495600 TOTAL: 895.00 495601 05/17/2024 PRTD 117099 EARL F ANDERSEN INC 0135916-IN 04/17/2024 20240517 3,015.00 Invoice: 0135916-IN 3,015.00 14014007 6531 Trfc Safty - Sgns&Psts CHECK 495601 TOTAL: 3,015.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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 495602 05/17/2024 PRTD 141767 SALT SOURCE LLC 28146 04/18/2024 20240517 791.83 Invoice: 28146 791.83 14014006 6525 Snow Rem - RdSalt&CC CHECK 495602 TOTAL: 791.83 495603 05/17/2024 PRTD 161018 SANITATION PRODUCTS INC 88791 04/12/2024 20240517 146.01 Invoice: 88791 146.01 61061004 6530 PW Equip - ReprParts CHECK 495603 TOTAL: 146.01 495604 05/17/2024 PRTD 104151 SCHINDLER ELEVATOR CORP 8106547637 04/23/2024 20240517 889.95 Invoice: 8106547637 889.95 16116103 6103 Senior Cen - Prof Svrs CHECK 495604 TOTAL: 889.95 495605 05/17/2024 PRTD 103409 KELBRO COMPANY 3016584 05/02/2024 20240517 190.58 Invoice: 3016584 4.00 58258201 5515 Grnd Sell - CGS Other 186.58 5800 1355 Liquor BS - Inv Misc KELBRO COMPANY 3016661 05/02/2024 20240517 70.13 Invoice: 3016661 4.00 58058001 5515 50th Sell - CGS Other 66.13 5800 1355 Liquor BS - Inv Misc KELBRO COMPANY 3016659 05/03/2024 20240517 80.85 Invoice: 3016659 4.00 58158101 5515 Sthdl Sell - CGS Other 76.85 5800 1355 Liquor BS - Inv Misc KELBRO COMPANY 3010883 04/18/2024 20240517 84.22 Invoice: 3010883 4.00 58158101 5515 Sthdl Sell - CGS Other 80.22 5800 1355 Liquor BS - Inv Misc CHECK 495605 TOTAL: 425.78 495606 05/17/2024 PRTD 160278 ROHN INDUSTRIES, INC 0022670 04/17/2024 20240517 73.50 Invoice: 0022670 73.50 10210200 6160 Cty Ck Gen - Sftwr&Data CHECK 495606 TOTAL: 73.50 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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 495607 05/17/2024 PRTD 120784 WALSH GRAPHICS INC 19226 04/19/2024 20240517 185.00 Invoice: 19226 185.00 55055001 6103 Bldg/Grnds - Prof Svrs WALSH GRAPHICS INC 19139 04/18/2024 20240517 942.50 Invoice: 19139 Utility Box Wrap - Handprints 942.50 16216200 6103 Public Art - Prof Svrs WALSH GRAPHICS INC 19234 04/16/2024 20240517 273.54 Invoice: 19234 91.18 58058000 6103 50th AdGe - Prof Svrs 91.18 58158100 6103 Sthdl AdGe - Prof Svrs 91.18 58258200 6103 Grnd AdGe - Prof Svrs WALSH GRAPHICS INC 19272 04/30/2024 20240517 259.80 Invoice: 19272 259.80 E P&R23208.MISCELLAN . . 40900000 6716 P&R CP - CapParks CHECK 495607 TOTAL: 1,660.84 495608 05/17/2024 PRTD 132195 SMALL LOT MN MN76647 04/30/2024 20240517 317.00 Invoice: MN76647 5.00 58158101 5513 Sthdl Sell - CGS Wine 312.00 5800 1353 Liquor BS - Inv Wine SMALL LOT MN MN76650 04/30/2024 20240517 338.94 Invoice: MN76650 3.00 58258201 5512 Grnd Sell - CGS Liq 335.94 5800 1352 Liquor BS - Inv Liq SMALL LOT MN MN76649 04/30/2024 20240517 582.00 Invoice: MN76649 6.00 58258201 5513 Grnd Sell - CGS Wine 576.00 5800 1353 Liquor BS - Inv Wine SMALL LOT MN MN76661 04/30/2024 20240517 6,052.03 Invoice: MN76661 15.00 58258201 5513 Grnd Sell - CGS Wine 6,037.03 5800 1353 Liquor BS - Inv Wine CHECK 495608 TOTAL: 7,289.97 495609 05/17/2024 PRTD 100430 SNAP-ON INDUSTRIAL ARV/61106323 04/17/2024 20240517 21.39 Invoice: ARV/61106323 21.39 14014001 6556 Gen Mntce - Tool&Acces SNAP-ON INDUSTRIAL ARV/61113945 04/19/2024 20240517 518.86 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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 Invoice: ARV/61113945 518.86 14014001 6556 Gen Mntce - Tool&Acces CHECK 495609 TOTAL: 540.25 495610 05/17/2024 PRTD 140502 SOUTH METRO FIRE DEPARTMENT SMFD-04/24-1 04/25/2024 20240517 1,074.66 Invoice: SMFD-04/24-1 1,074.66 72000000 6103 MN TF 1 - Prof Svrs CHECK 495610 TOTAL: 1,074.66 495611 05/17/2024 PRTD 127878 SOUTHERN GLAZERS WINE & SPIRITS L 2474212 05/01/2024 20240517 180.76 Invoice: 2474212 .80 58158101 5512 Sthdl Sell - CGS Liq 179.96 5800 1352 Liquor BS - Inv Liq SOUTHERN GLAZERS WINE & SPIRITS L 2474213 05/01/2024 20240517 463.12 Invoice: 2474213 4.80 58158101 5513 Sthdl Sell - CGS Wine 458.32 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2474215 05/01/2024 20240517 693.20 Invoice: 2474215 7.20 58158101 5513 Sthdl Sell - CGS Wine 686.00 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2474219 05/01/2024 20240517 129.00 Invoice: 2474219 4.00 58258201 5515 Grnd Sell - CGS Other 125.00 5800 1355 Liquor BS - Inv Misc SOUTHERN GLAZERS WINE & SPIRITS L 2474216 05/01/2024 20240517 456.49 Invoice: 2474216 1.60 58258201 5512 Grnd Sell - CGS Liq 454.89 5800 1352 Liquor BS - Inv Liq SOUTHERN GLAZERS WINE & SPIRITS L 2474218 05/01/2024 20240517 3,032.89 Invoice: 2474218 12.20 58258201 5512 Grnd Sell - CGS Liq 3,020.69 5800 1352 Liquor BS - Inv Liq SOUTHERN GLAZERS WINE & SPIRITS L 2474221 05/01/2024 20240517 192.80 Invoice: 2474221 .80 58258201 5513 Grnd Sell - CGS Wine 192.00 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2474220 05/01/2024 20240517 832.84 Invoice: 2474220 6.40 58258201 5513 Grnd Sell - CGS Wine 826.44 5800 1353 Liquor BS - Inv Wine City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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 SOUTHERN GLAZERS WINE & SPIRITS L 2474217 05/01/2024 20240517 372.00 Invoice: 2474217 4.00 58258201 5513 Grnd Sell - CGS Wine 368.00 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2474207 05/01/2024 20240517 385.83 Invoice: 2474207 2.40 58058001 5512 50th Sell - CGS Liq 383.43 5800 1352 Liquor BS - Inv Liq SOUTHERN GLAZERS WINE & SPIRITS L 2474208 05/01/2024 20240517 866.88 Invoice: 2474208 4.00 58058001 5512 50th Sell - CGS Liq 862.88 5800 1352 Liquor BS - Inv Liq SOUTHERN GLAZERS WINE & SPIRITS L 2474211 05/01/2024 20240517 459.67 Invoice: 2474211 1.67 58058001 5513 50th Sell - CGS Wine 458.00 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2474209 05/01/2024 20240517 277.60 Invoice: 2474209 1.60 58058001 5513 50th Sell - CGS Wine 276.00 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2474210 05/01/2024 20240517 3,625.60 Invoice: 2474210 25.60 58058001 5513 50th Sell - CGS Wine 3,600.00 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2474214 05/01/2024 20240517 2,410.39 Invoice: 2474214 9.60 58158101 5512 Sthdl Sell - CGS Liq 2,400.79 5800 1352 Liquor BS - Inv Liq CHECK 495611 TOTAL: 14,379.07 495612 05/17/2024 PRTD 102251 ST ANDREWS PRODUCTS CO 62383 04/17/2024 20240517 440.68 Invoice: 62383 440.68 52052000 6406 Golf Gen - SupOther CHECK 495612 TOTAL: 440.68 495613 05/17/2024 PRTD 100438 STANTEC CONSULTING SERVICES INC 2222580 04/19/2024 20240517 2,304.00 Invoice: 2222580 Traffic and Parking Study for Edina Dental Clinic 2,304.00 E DEV15001.MISCELLAN .SERVICES . 40200000 6103 Com Dev CP - Prof Svrs City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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 495613 TOTAL: 2,304.00 495614 05/17/2024 PRTD 139006 OFFICE OF MNIT SERVICES W24040567 05/13/2024 20240517 308.90 Invoice: W24040567 Agency/Customer: 200B00113 308.90 52052005 6188 Clubhouse - Telephone CHECK 495614 TOTAL: 308.90 495615 05/17/2024 PRTD 139006 OFFICE OF MNIT SERVICES W24040563 05/13/2024 20240517 1,454.81 Invoice: W24040563 Agency/Customer: 200B00106 29.69 13100000 6188 Dispatch - Telephone 29.69 53053001 6188 Operations - Telephone 29.69 17017006 6188 Bldg Maint - Telephone 59.38 51051000 6188 Admin/Ops - Telephone 207.83 10000000 6160 City Cncl - Sftwr&Data 237.52 54054001 6188 Operations - Telephone 89.07 12012002 6188 Station 2 - Telephone 59.38 52100000 6188 Golf Dome - Telephone 59.38 17017006 6188 Bldg Maint - Telephone 89.07 62062000 6188 I.T. Gen - Telephone 89.07 58258200 6188 Grnd AdGe - Telephone 89.07 58158100 6188 Sthdl AdGe - Telephone 326.59 16116101 6188 Outdr Rink - Telephone 59.38 59059001 6188 Wat GB - Telephone CHECK 495615 TOTAL: 1,454.81 495616 05/17/2024 PRTD 133068 STEEL TOE BREWING LLC 55048 05/01/2024 20240517 800.00 Invoice: 55048 800.00 5800 1354 Liquor BS - Inv Beer STEEL TOE BREWING LLC 55062 05/01/2024 20240517 700.00 Invoice: 55062 700.00 5800 1354 Liquor BS - Inv Beer STEEL TOE BREWING LLC 55065-A 05/01/2024 20240517 97.00 Invoice: 55065-A 97.00 5800 1354 Liquor BS - Inv Beer CHECK 495616 TOTAL: 1,597.00 495617 05/17/2024 PRTD 161077 STEVENSON, DAVID 24CAPF-Stevenson 05/13/2024 20240517 1,000.00 Invoice: 24CAPF-Stevenson E-Bike Reimbursement 1,000.00 25000004 6103 Professional Services CHECK 495617 TOTAL: 1,000.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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 495618 05/17/2024 PRTD 105874 SUBURBAN TIRE WHOLESALE INC 10200378 04/19/2024 20240517 79.00 Invoice: 10200378 79.00 61061009 6583 Pk Mant Eq - Tire&Tube CHECK 495618 TOTAL: 79.00 495619 05/17/2024 PRTD 119864 SYSCO MINNESOTA INC 547254937 05/07/2024 20240517 555.10 Invoice: 547254937 Microwave 555.10 53053002 6406 Concession - SupOther CHECK 495619 TOTAL: 555.10 495620 05/17/2024 PRTD 160815 TANGLETOWN GARDENS LLC 12671 04/30/2024 20240517 1,505.31 Invoice: 12671 1,505.31 E ENG21009.CONSTRUCTN.CNTRCT PMT. 44044000 6715 Streets - CapInfrast CHECK 495620 TOTAL: 1,505.31 495621 05/17/2024 PRTD 122794 TENNANT SALES AND SERVICE COMPANY 920393503 04/26/2024 20240517 290.89 Invoice: 920393503 290.89 E ENG98001.MISCELLAN .EQUIPMENT . 40840801 6180 Faclt CP - Rep&Maint CHECK 495621 TOTAL: 290.89 495622 05/17/2024 PRTD 134673 TOTAL MECHANICAL SYSTEMS INC S10301 04/18/2024 20240517 5,352.00 Invoice: S10301 Braemar Arena-install exhaust fan switches 5,352.00 55055001 6103 Bldg/Grnds - Prof Svrs CHECK 495622 TOTAL: 5,352.00 495623 05/17/2024 PRTD 160908 TRUE MECHANICAL LLC 1381 04/22/2024 20240517 461.00 Invoice: 1381 461.00 52100000 6103 Golf Dome - Prof Svrs CHECK 495623 TOTAL: 461.00 495624 05/17/2024 PRTD 101046 TWIN CITY FILTER SERVICE INC 0757935 04/17/2024 20240517 480.40 Invoice: 0757935 480.40 55055001 6103 Bldg/Grnds - Prof Svrs City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: MSchauerProgram ID: apcshdsb Page 56 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC CHECK 495624 TOTAL: 480.40 495625 05/17/2024 PRTD 160596 TWIN CITY OUTDOOR SERVICES SM-8638 04/22/2024 20240517 2,125.00 Invoice: SM-8638 2,125.00 52052005 6103 Clubhouse - Prof Svrs TWIN CITY OUTDOOR SERVICES SM-8639 04/22/2024 20240517 500.00 Invoice: SM-8639 500.00 17017000 6103 Prk Mnt Ad - Prof Svrs CHECK 495625 TOTAL: 2,625.00 495626 05/17/2024 PRTD 101049 UHL COMPANY INC 45990 04/12/2024 20240517 418.00 Invoice: 45990 418.00 E ENG20010.CONSTRUCTN. . 40500000 6406 Fire CP - SupOther CHECK 495626 TOTAL: 418.00 495627 05/17/2024 PRTD 103973 ULINE INC 177036637 04/17/2024 20240517 489.13 Invoice: 177036637 489.13 63063001 6180 PW Fac - Rep&Maint ULINE INC 176898237 04/15/2024 20240517 118.85 Invoice: 176898237 118.85 63063001 6406 PW Fac - SupOther ULINE INC 177157122 04/19/2024 20240517 51.39 Invoice: 177157122 51.39 59059003 6406 Wat Distr - SupOther CHECK 495627 TOTAL: 659.37 495628 05/17/2024 PRTD 160648 UNIFIRST CORPORATION 1410055736 04/22/2024 20240517 35.10 Invoice: 1410055736 35.10 59059001 6201 Wat GB - Laundry UNIFIRST CORPORATION 1410055739 04/22/2024 20240517 35.74 Invoice: 1410055739 35.74 61061004 6201 PW Equip - Laundry UNIFIRST CORPORATION 1410055738 04/22/2024 20240517 43.10 Invoice: 1410055738 43.10 14014001 6201 Gen Mntce - Laundry UNIFIRST CORPORATION 1410055741 04/22/2024 20240517 65.99 Invoice: 1410055741 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: 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 65.99 63063001 6201 PW Fac - Laundry UNIFIRST CORPORATION 1410055737 04/22/2024 20240517 11.93 Invoice: 1410055737 11.93 17017006 6201 Bldg Maint - Laundry CHECK 495628 TOTAL: 191.86 495629 05/17/2024 PRTD 161007 UNITED LABORATORIES INV405516 04/17/2024 20240517 513.88 Invoice: INV405516 513.88 63063001 6511 PW Fac - SupCustod CHECK 495629 TOTAL: 513.88 495630 05/17/2024 PRTD 145567 UNMAPPED BREWING COMPANY LLC E-3601 05/01/2024 20240517 186.00 Invoice: E-3601 186.00 5800 1354 Liquor BS - Inv Beer CHECK 495630 TOTAL: 186.00 495631 05/17/2024 PRTD 101058 VAN PAPER COMPANY 069664 04/23/2024 20240517 950.88 Invoice: 069664 950.88 17017005 6406 Litter Rem - SupOther CHECK 495631 TOTAL: 950.88 495632 05/17/2024 PRTD 115380 VARITECH INDUSTRIES INC IN060-1029273 04/17/2024 20240517 4,558.60 Invoice: IN060-1029273 4,558.60 14014006 6180 Snow Rem - Rep&Maint CHECK 495632 TOTAL: 4,558.60 495633 05/17/2024 PRTD 144209 VENN BREWING COMPANY LLC 6281 05/01/2024 20240517 538.00 Invoice: 6281 538.00 5800 1354 Liquor BS - Inv Beer VENN BREWING COMPANY LLC 6285 05/01/2024 20240517 204.00 Invoice: 6285 204.00 5800 1354 Liquor BS - Inv Beer VENN BREWING COMPANY LLC 6280 05/01/2024 20240517 245.00 Invoice: 6280 245.00 5800 1354 Liquor BS - Inv Beer CHECK 495633 TOTAL: 987.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: MSchauerProgram ID: apcshdsb Page 58 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC 495634 05/17/2024 PRTD 101064 VESSCO INC 093874 04/17/2024 20240517 78.42 Invoice: 093874 78.42 59059005 6406 Wat Treat - SupOther CHECK 495634 TOTAL: 78.42 495635 05/17/2024 PRTD 151441 VESTIS 2500443332 04/23/2024 20240517 46.65 Invoice: 2500443332 46.65 58258200 6406 Grnd AdGe - SupOther CHECK 495635 TOTAL: 46.65 495636 05/17/2024 PRTD 148579 VIERKANT DISPOSAL LLC 4/1/24 - 4/30/24 05/10/2024 20240517 67,985.00 Invoice: 4/1/24 - 4/30/24 4/1/24 - 4/30/24 Organics 67,985.00 59359302 6182 Rec Org - Garb&Recyc CHECK 495636 TOTAL: 67,985.00 495637 05/17/2024 PRTD 101066 VIKING ELECTRIC SUPPLY S007983745.001 04/19/2024 20240517 268.62 Invoice: S007983745.001 268.62 25000001 6406 Supplies - Other VIKING ELECTRIC SUPPLY S007984019.001 04/22/2024 20240517 124.62 Invoice: S007984019.001 124.62 15415400 6556 Elec Gen - Tool&Acces CHECK 495637 TOTAL: 393.24 495638 05/17/2024 PRTD 119454 VINOCOPIA INC 0350320-IN 05/02/2024 20240517 217.25 Invoice: 0350320-IN 1.25 58158101 5515 Sthdl Sell - CGS Other 216.00 5800 1355 Liquor BS - Inv Misc VINOCOPIA INC 0350315-IN 05/02/2024 20240517 3,029.50 Invoice: 0350315-IN 37.50 58258201 5513 Grnd Sell - CGS Wine 2,992.00 5800 1353 Liquor BS - Inv Wine VINOCOPIA INC 0350316-IN 05/02/2024 20240517 217.25 Invoice: 0350316-IN 1.25 58258201 5515 Grnd Sell - CGS Other 216.00 5800 1355 Liquor BS - Inv Misc VINOCOPIA INC 0350319-IN 05/02/2024 20240517 841.50 Invoice: 0350319-IN 8.75 58158101 5512 Sthdl Sell - CGS Liq 832.75 5800 1352 Liquor BS - Inv Liq City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: MSchauerProgram ID: apcshdsb Page 59 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC VINOCOPIA INC 0350318-IN 05/02/2024 20240517 1,277.75 Invoice: 0350318-IN 13.75 58158101 5513 Sthdl Sell - CGS Wine 1,264.00 5800 1353 Liquor BS - Inv Wine VINOCOPIA INC 0350314-IN 05/02/2024 20240517 127.50 Invoice: 0350314-IN 7.50 58058001 5515 50th Sell - CGS Other 120.00 5800 1355 Liquor BS - Inv Misc VINOCOPIA INC 0350313-IN 05/02/2024 20240517 921.00 Invoice: 0350313-IN 6.25 58058001 5512 50th Sell - CGS Liq 914.75 5800 1352 Liquor BS - Inv Liq VINOCOPIA INC 0350354-IN 05/02/2024 20240517 3,191.25 Invoice: 0350354-IN 31.25 58058001 5513 50th Sell - CGS Wine 3,160.00 5800 1353 Liquor BS - Inv Wine CHECK 495638 TOTAL: 9,823.00 495639 05/17/2024 PRTD 120627 VISTAR 71753500 04/19/2024 20240517 1,109.70 Invoice: 71753500 1,109.70 55055002 5510 Concession - CGS VISTAR 71981083 05/10/2024 20240517 -88.50 Invoice: 71981083 -88.50 55055002 5510 Concession - CGS CHECK 495639 TOTAL: 1,021.20 495640 05/17/2024 PRTD 103088 WASTE MANAGEMENT OF WI-MN 0112872-2808-1 05/01/2024 20240517 7,668.78 Invoice: 0112872-2808-1 Customer ID: 13-26724-73008 7,668.78 15515500 6102 Faclt Gen - Contr Svrs WASTE MANAGEMENT OF WI-MN 9079476-2282-1 05/03/2024 20240517 1,819.11 Invoice: 9079476-2282-1 Customer ID: 26-36420-53000 1,819.11 15515500 6102 Faclt Gen - Contr Svrs CHECK 495640 TOTAL: 9,487.89 495641 05/17/2024 PRTD 161060 WENTZ, THOMAS 24CAPF-Wentz 05/08/2024 20240517 1,000.00 Invoice: 24CAPF-Wentz E-Bike Reimbursement 1,000.00 25000004 6103 Professional Services City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: MSchauerProgram ID: apcshdsb Page 60 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC CHECK 495641 TOTAL: 1,000.00 495642 05/17/2024 PRTD 161067 WESTON, BARBARA 24CAPF-Weston 05/08/2024 20240517 1,000.00 Invoice: 24CAPF-Weston E-Bike Reimbursement 1,000.00 25000004 6103 Professional Services CHECK 495642 TOTAL: 1,000.00 495643 05/17/2024 PRTD 101033 WINE COMPANY 266395 05/01/2024 20240517 184.00 Invoice: 266395 2.00 58158101 5512 Sthdl Sell - CGS Liq 182.00 5800 1352 Liquor BS - Inv Liq WINE COMPANY 266394 05/01/2024 20240517 3,245.00 Invoice: 266394 52.00 58158101 5513 Sthdl Sell - CGS Wine 3,193.00 5800 1353 Liquor BS - Inv Wine WINE COMPANY 266396 05/01/2024 20240517 114.00 Invoice: 266396 2.00 58258201 5515 Grnd Sell - CGS Other 112.00 5800 1355 Liquor BS - Inv Misc WINE COMPANY 266392 05/01/2024 20240517 986.00 Invoice: 266392 10.00 58258201 5512 Grnd Sell - CGS Liq 976.00 5800 1352 Liquor BS - Inv Liq WINE COMPANY 266393 05/01/2024 20240517 1,380.33 Invoice: 266393 22.00 58258201 5513 Grnd Sell - CGS Wine 1,358.33 5800 1353 Liquor BS - Inv Wine WINE COMPANY 266390 05/01/2024 20240517 476.00 Invoice: 266390 8.00 58058001 5513 50th Sell - CGS Wine 468.00 5800 1353 Liquor BS - Inv Wine CHECK 495643 TOTAL: 6,385.33 495644 05/17/2024 PRTD 144412 WINEBOW MN00147516 05/02/2024 20240517 1,063.54 Invoice: MN00147516 1,063.54 5800 1353 Liquor BS - Inv Wine WINEBOW MN00147517 05/02/2024 20240517 816.96 Invoice: MN00147517 816.96 5800 1352 Liquor BS - Inv Liq WINEBOW MN00147510 05/02/2024 20240517 816.96 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: MSchauerProgram ID: apcshdsb Page 61 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC Invoice: MN00147510 816.96 5800 1352 Liquor BS - Inv Liq WINEBOW MN00147509 05/02/2024 20240517 434.00 Invoice: MN00147509 434.00 5800 1353 Liquor BS - Inv Wine WINEBOW MN00147514 05/02/2024 20240517 900.96 Invoice: MN00147514 900.96 5800 1352 Liquor BS - Inv Liq WINEBOW MN00147513 05/02/2024 20240517 152.00 Invoice: MN00147513 152.00 5800 1353 Liquor BS - Inv Wine CHECK 495644 TOTAL: 4,184.42 495645 05/17/2024 PRTD 124503 WINSUPPLY EDEN PRAIRIE MN CO 259562 01 04/18/2024 20240517 138.15 Invoice: 259562 01 138.15 56056001 6180 Bldg/Grnds - Rep&Maint CHECK 495645 TOTAL: 138.15 495646 05/17/2024 PRTD 160680 WM MUELLER & SONS INC 297799 04/10/2024 20240517 576.98 Invoice: 297799 576.98 14014004 6518 Pothole Pa - Blacktop WM MUELLER & SONS INC 298015 04/18/2024 20240517 308.00 Invoice: 298015 308.00 14014004 6518 Pothole Pa - Blacktop WM MUELLER & SONS INC 298101 04/22/2024 20240517 1,112.00 Invoice: 298101 1,112.00 14014004 6518 Pothole Pa - Blacktop WM MUELLER & SONS INC 298232 04/24/2024 20240517 1,100.00 Invoice: 298232 1,100.00 14014004 6518 Pothole Pa - Blacktop WM MUELLER & SONS INC 298438 04/30/2024 20240517 232.00 Invoice: 298438 232.00 14014004 6518 Pothole Pa - Blacktop CHECK 495646 TOTAL: 3,328.98 495647 05/17/2024 PRTD 142162 WOODEN HILL BREWING COMPANY LLC 5092 05/01/2024 20240517 388.20 Invoice: 5092 388.20 5800 1354 Liquor BS - Inv Beer City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: MSchauerProgram ID: apcshdsb Page 62 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC WOODEN HILL BREWING COMPANY LLC 5093 05/01/2024 20240517 238.80 Invoice: 5093 238.80 5800 1354 Liquor BS - Inv Beer WOODEN HILL BREWING COMPANY LLC 5094 05/01/2024 20240517 131.40 Invoice: 5094 131.40 5800 1354 Liquor BS - Inv Beer CHECK 495647 TOTAL: 758.40 495648 05/17/2024 PRTD 160299 WOODEN SHIP BREWING COMPANY 000706 05/02/2024 20240517 63.00 Invoice: 000706 63.00 5800 1356 Liquor BS - Inventory THC Bev WOODEN SHIP BREWING COMPANY 000705 05/02/2024 20240517 193.20 Invoice: 000705 193.20 5800 1354 Liquor BS - Inv Beer CHECK 495648 TOTAL: 256.20 495649 05/17/2024 PRTD 105740 WSB & ASSOCIATES R-017897-000 - 33 04/26/2024 20240517 1,246.00 Invoice: R-017897-000 - 33 Blake Rd Construction Phase Se 1,046.64 E ENG21020.CONSTRUCTN.CONSULTING. 44044000 6715 Streets - CapInfrast 87.22 E ENG21022.CONST.STRM.CONSULTING. 59005920 1605 Stm BS - PurchCIP 62.30 E ENG21023.CONST.WAT .CONSULTING. 59005900 1605 Wat BS - PurchCIP 37.38 E ENG21021.CONST.SANI.CONSULTING. 59005910 1605 Sew BS - PurchCIP 12.46 E ENG22008.CONST.PACS.CONSULTING. 23023001 6715 Pedestrian - CapInfrast CHECK 495649 TOTAL: 1,246.00 495650 05/17/2024 PRTD 161062 YANG, ALAN 24CAPF-Yang 05/08/2024 20240517 500.00 Invoice: 24CAPF-Yang E-Bike Reimbursement 500.00 25000004 6103 Professional Services CHECK 495650 TOTAL: 500.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: MSchauerProgram ID: apcshdsb Page 63 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC 495651 05/17/2024 PRTD 103266 YORKDALE SHOPPES PARTNERS, LLC 2023 CAM RECON 03/26/2024 20240517 511.85 Invoice: 2023 CAM RECON 2023 Cam Reconciliation 511.85 58158100 6102 Sthdl AdGe - Contr Svrs CHECK 495651 TOTAL: 511.85 495652 05/17/2024 PRTD 101572 ZARNOTH BRUSH WORKS INC 0197873-IN 04/23/2024 20240517 260.00 Invoice: 0197873-IN 260.00 59259204 6406 Stm St Cln - SupOther ZARNOTH BRUSH WORKS INC 0197874-IN 04/23/2024 20240517 1,668.00 Invoice: 0197874-IN 1,668.00 59259204 6406 Stm St Cln - SupOther CHECK 495652 TOTAL: 1,928.00 495653 05/17/2024 PRTD 136192 ZOLL MEDICAL CORPORATION 3962027 04/25/2024 20240517 1,651.26 Invoice: 3962027 M-LNCS DCI REUSABLE SENSOR 1,651.26 12012000 6510 Fire Gen - SupFrstAid ZOLL MEDICAL CORPORATION 3962665 04/26/2024 20240517 456.98 Invoice: 3962665 RAINBOW RC-4, 4FT REUSABLE PATIENT CABLE 456.98 12012000 6510 Fire Gen - SupFrstAid CHECK 495653 TOTAL: 2,108.24 NUMBER OF CHECKS 240 *** CASH ACCOUNT TOTAL *** 1,277,865.37 COUNT AMOUNT TOTAL PRINTED CHECKS 236 1,275,865.37 TOTAL WIRE TRANSFERS 4 2,000.00 *** GRAND TOTAL *** 1,277,865.37 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: MSchauerProgram ID: apcshdsb Page 64 JOURNAL ENTRIES TO BE CREATED CLERK: MSchauer YEAR PER JNL SRC ACCOUNT ACCOUNT DESC T OB DEBIT CREDIT EFF DATE JNL DESC REF 1 REF 2 REF 3 LINE DESC 2024 5 1096APP 59005900-2010 Wat BS - Accts Pay 73,366.80 05/17/2024 20240517 MAS AP CASH DISBURSEMENTS JOURNAL APP 9999-1012 Control BS - CashAP 1,277,865.37 05/17/2024 20240517 MAS AP CASH DISBURSEMENTS JOURNAL APP 5300-2010 Aqu Ctr BS - Accts Pay 10,296.62 05/17/2024 20240517 MAS AP CASH DISBURSEMENTS JOURNAL APP 1000-2010 GF Bal Sh - Accts Pay 177,124.36 05/17/2024 20240517 MAS AP CASH DISBURSEMENTS JOURNAL APP 4400-2010 PIR CP BS - Accts Pay 2,916.93 05/17/2024 20240517 MAS AP CASH DISBURSEMENTS JOURNAL APP 21002100-2010 E911 BS - Accts Pay 6,211.17 05/17/2024 20240517 MAS AP CASH DISBURSEMENTS JOURNAL APP 52005200-2010 Course BS - Accts Pay 22,621.14 05/17/2024 20240517 MAS AP CASH DISBURSEMENTS JOURNAL APP 5800-2010 Liquor BS - Accts Pay 202,624.20 05/17/2024 20240517 MAS AP CASH DISBURSEMENTS JOURNAL APP 6100-2010 Equ Op BS - Accts Pay 5,957.66 05/17/2024 20240517 MAS AP CASH DISBURSEMENTS JOURNAL APP 5400-2010 EdinPrk BS - Accts Pay 9,070.22 05/17/2024 20240517 MAS AP CASH DISBURSEMENTS JOURNAL APP 6200-2010 I.T. BalSh - Accts Pay 3,854.17 05/17/2024 20240517 MAS AP CASH DISBURSEMENTS JOURNAL APP 5100-2010 Art BalSh - Accts Pay 363.50 05/17/2024 20240517 MAS AP CASH DISBURSEMENTS JOURNAL APP 5700-2010 Cent Lk BS - Accts Pay 10,695.51 05/17/2024 20240517 MAS AP CASH DISBURSEMENTS JOURNAL APP 4200-2010 EquRep BS - Accts Pay 121,739.94 05/17/2024 20240517 MAS AP CASH DISBURSEMENTS JOURNAL APP 6300-2010 FacMgmt BS - Accts Pay 16,203.84 05/17/2024 20240517 MAS AP CASH DISBURSEMENTS JOURNAL APP 7200-2010 MNTF1 BS - Accts Pay 25,206.40 05/17/2024 20240517 MAS AP CASH DISBURSEMENTS JOURNAL APP 4000-2010 Cap Prj BS - Accts Pay 368,277.77 05/17/2024 20240517 MAS AP CASH DISBURSEMENTS JOURNAL APP 59005910-2010 Sew BS - Accts Pay 5,026.36 05/17/2024 20240517 MAS AP CASH DISBURSEMENTS JOURNAL APP 59005920-2010 Stm BS - Accts Pay 55,833.01 05/17/2024 20240517 MAS AP CASH DISBURSEMENTS JOURNAL APP 5500-2010 Arena BS - Accts Pay 12,839.58 05/17/2024 20240517 MAS AP CASH DISBURSEMENTS JOURNAL APP 2500-2010 CAS BalSh - Accts Pay 14,852.62 05/17/2024 20240517 MAS AP CASH DISBURSEMENTS JOURNAL APP 7100-2010 PSTF BS - Accts Pay 1,980.33 05/17/2024 20240517 MAS AP CASH DISBURSEMENTS JOURNAL APP 52005210-2010 Dome BS - Accts Pay 1,668.81 05/17/2024 20240517 MAS AP CASH DISBURSEMENTS JOURNAL APP 6000-2010 Rsk Mg BS - Accts Pay 3,009.31 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: MSchauerProgram ID: apcshdsb Page 65 JOURNAL ENTRIES TO BE CREATED YEAR PER JNL SRC ACCOUNT ACCOUNT DESC T OB DEBIT CREDIT EFF DATE JNL DESC REF 1 REF 2 REF 3 LINE DESC 05/17/2024 20240517 MAS AP CASH DISBURSEMENTS JOURNAL APP 26026000-2010 HRA Admin - Accts Pay 46.00 05/17/2024 20240517 MAS AP CASH DISBURSEMENTS JOURNAL APP 59005930-2010 Rec BS - Accts Pay 125,928.51 05/17/2024 20240517 MAS AP CASH DISBURSEMENTS JOURNAL APP 5600-2010 Field BS - Accts Pay 138.15 05/17/2024 20240517 MAS AP CASH DISBURSEMENTS JOURNAL APP 2300-2010 PACS BalSh - Accts Pay 12.46 05/17/2024 20240517 MAS AP CASH DISBURSEMENTS JOURNAL GENERAL LEDGER TOTAL 1,277,865.37 1,277,865.37 APP 9999-2099 Control BS - PoolCashL 1,277,865.37 05/17/2024 20240517 MAS APP 59005900-1010 Wat BS - Cash 73,366.80 05/17/2024 20240517 MAS APP 5300-1010 Aqu Ctr BS - Cash 10,296.62 05/17/2024 20240517 MAS APP 1000-1010 GF Bal Sh - Cash 177,124.36 05/17/2024 20240517 MAS APP 4400-1010 PIR CP BS - Cash 2,916.93 05/17/2024 20240517 MAS APP 21002100-1010 E911 BS - Cash 6,211.17 05/17/2024 20240517 MAS APP 52005200-1010 Course BS - Cash 22,621.14 05/17/2024 20240517 MAS APP 5800-1010 Liquor BS - Cash 202,624.20 05/17/2024 20240517 MAS APP 6100-1010 Equ Op BS - Cash 5,957.66 05/17/2024 20240517 MAS APP 5400-1010 EdinPrk BS - Cash 9,070.22 05/17/2024 20240517 MAS APP 6200-1010 I.T. BalSh - Cash 3,854.17 05/17/2024 20240517 MAS APP 5100-1010 Art BalSh - Cash 363.50 05/17/2024 20240517 MAS APP 5700-1010 Cent Lk BS - Cash 10,695.51 05/17/2024 20240517 MAS APP 4200-1010 EquRep BS - Cash 121,739.94 05/17/2024 20240517 MAS APP 6300-1010 FacMgmt BS - Cash 16,203.84 05/17/2024 20240517 MAS APP 7200-1010 MNTF1 BS - Cash 25,206.40 05/17/2024 20240517 MAS APP 4000-1010 Cap Prj BS - Cash 368,277.77 05/17/2024 20240517 MAS APP 59005910-1010 Sew BS - Cash 5,026.36 05/17/2024 20240517 MAS City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: MSchauerProgram ID: apcshdsb Page 66 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 55,833.01 05/17/2024 20240517 MAS APP 5500-1010 Arena BS - Cash 12,839.58 05/17/2024 20240517 MAS APP 2500-1010 CAS BalSh - Cash 14,852.62 05/17/2024 20240517 MAS APP 7100-1010 PSTF BS - Cash 1,980.33 05/17/2024 20240517 MAS APP 52005210-1010 Dome BS - Cash 1,668.81 05/17/2024 20240517 MAS APP 6000-1010 Rsk Mg BS - Cash 3,009.31 05/17/2024 20240517 MAS APP 26026000-1010 HRA Admin - Cash 46.00 05/17/2024 20240517 MAS APP 59005930-1010 Rec BS - Cash 125,928.51 05/17/2024 20240517 MAS APP 5600-1010 Field BS - Cash 138.15 05/17/2024 20240517 MAS APP 2300-1010 PACS BalSh - Cash 12.46 05/17/2024 20240517 MAS SYSTEM GENERATED ENTRIES TOTAL 1,277,865.37 1,277,865.37 JOURNAL 2024/05/1096 TOTAL 2,555,730.74 2,555,730.74 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: MSchauerProgram ID: apcshdsb Page 67 JOURNAL ENTRIES TO BE CREATED FUND BALANCE SEG YEAR PER JNL EFF DATE DEBIT CREDIT ACCOUNT ACCOUNT DESCRIPTION 1000 General 2024 5 1096 05/17/2024 1000-1010 GF Bal Sh - Cash 177,124.36 1000-2010 GF Bal Sh - Accts Pay 177,124.36 TOTAL 177,124.36 177,124.36 FUND TOTAL 177,124.36 177,124.36 2100 2100 Police SR /Emergency 2024 5 1096 05/17/2024 21002100-1010 E911 BS - Cash 6,211.17 21002100-2010 E911 BS - Accts Pay 6,211.17 FUND TOTAL 6,211.17 6,211.17 2300 Pedestrian and Cyclist Safety 2024 5 1096 05/17/2024 2300-1010 PACS BalSh - Cash 12.46 2300-2010 PACS BalSh - Accts Pay 12.46 FUND TOTAL 12.46 12.46 2500 Conservation & Sustainability 2024 5 1096 05/17/2024 2500-1010 CAS BalSh - Cash 14,852.62 2500-2010 CAS BalSh - Accts Pay 14,852.62 TOTAL 14,852.62 14,852.62 FUND TOTAL 14,852.62 14,852.62 2600 26000 HRA /HRA Admini 2024 5 1096 05/17/2024 26026000-1010 HRA Admin - Cash 46.00 26026000-2010 HRA Admin - Accts Pay 46.00 FUND TOTAL 46.00 46.00 4000 Capital Projects 2024 5 1096 05/17/2024 4000-1010 Cap Prj BS - Cash 368,277.77 4000-2010 Cap Prj BS - Accts Pay 368,277.77 FUND TOTAL 368,277.77 368,277.77 4200 Equipment Replacement 2024 5 1096 05/17/2024 4200-1010 EquRep BS - Cash 121,739.94 4200-2010 EquRep BS - Accts Pay 121,739.94 FUND TOTAL 121,739.94 121,739.94 4400 PIR Capital Projects 2024 5 1096 05/17/2024 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: MSchauerProgram ID: apcshdsb Page 68 JOURNAL ENTRIES TO BE CREATED FUND BALANCE SEG YEAR PER JNL EFF DATE DEBIT CREDIT ACCOUNT ACCOUNT DESCRIPTION 4400-1010 PIR CP BS - Cash 2,916.93 4400-2010 PIR CP BS - Accts Pay 2,916.93 FUND TOTAL 2,916.93 2,916.93 5100 Art Center 2024 5 1096 05/17/2024 5100-1010 Art BalSh - Cash 363.50 5100-2010 Art BalSh - Accts Pay 363.50 TOTAL 363.50 363.50 FUND TOTAL 363.50 363.50 5200 5200 Golf /Braemar Go 2024 5 1096 05/17/2024 52005200-1010 Course BS - Cash 22,621.14 52005200-2010 Course BS - Accts Pay 22,621.14 5200 TOTAL 22,621.14 22,621.14 5200 5210 Golf /Braemar Go 2024 5 1096 05/17/2024 52005210-1010 Dome BS - Cash 1,668.81 52005210-2010 Dome BS - Accts Pay 1,668.81 FUND TOTAL 24,289.95 24,289.95 5300 Aquatic Center 2024 5 1096 05/17/2024 5300-1010 Aqu Ctr BS - Cash 10,296.62 5300-2010 Aqu Ctr BS - Accts Pay 10,296.62 FUND TOTAL 10,296.62 10,296.62 5400 Edinborough Park 2024 5 1096 05/17/2024 5400-1010 EdinPrk BS - Cash 9,070.22 5400-2010 EdinPrk BS - Accts Pay 9,070.22 FUND TOTAL 9,070.22 9,070.22 5500 Braemar Arena 2024 5 1096 05/17/2024 5500-1010 Arena BS - Cash 12,839.58 5500-2010 Arena BS - Accts Pay 12,839.58 FUND TOTAL 12,839.58 12,839.58 5600 Braemar Field 2024 5 1096 05/17/2024 5600-1010 Field BS - Cash 138.15 5600-2010 Field BS - Accts Pay 138.15 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: MSchauerProgram ID: apcshdsb Page 69 JOURNAL ENTRIES TO BE CREATED FUND BALANCE SEG YEAR PER JNL EFF DATE DEBIT CREDIT ACCOUNT ACCOUNT DESCRIPTION FUND TOTAL 138.15 138.15 5700 Centennial Lakes 2024 5 1096 05/17/2024 5700-1010 Cent Lk BS - Cash 10,695.51 5700-2010 Cent Lk BS - Accts Pay 10,695.51 FUND TOTAL 10,695.51 10,695.51 5800 Liquor 2024 5 1096 05/17/2024 5800-1010 Liquor BS - Cash 202,624.20 5800-2010 Liquor BS - Accts Pay 202,624.20 TOTAL 202,624.20 202,624.20 FUND TOTAL 202,624.20 202,624.20 5900 5900 Utl Fund /Water 2024 5 1096 05/17/2024 59005900-1010 Wat BS - Cash 73,366.80 59005900-2010 Wat BS - Accts Pay 73,366.80 5900 TOTAL 73,366.80 73,366.80 5900 5910 Utl Fund /Sanitary S 2024 5 1096 05/17/2024 59005910-1010 Sew BS - Cash 5,026.36 59005910-2010 Sew BS - Accts Pay 5,026.36 5910 TOTAL 5,026.36 5,026.36 5900 5920 Utl Fund /Storm Sewe 2024 5 1096 05/17/2024 59005920-1010 Stm BS - Cash 55,833.01 59005920-2010 Stm BS - Accts Pay 55,833.01 5920 TOTAL 55,833.01 55,833.01 5900 5930 Utl Fund /Recycling 2024 5 1096 05/17/2024 59005930-1010 Rec BS - Cash 125,928.51 59005930-2010 Rec BS - Accts Pay 125,928.51 FUND TOTAL 260,154.68 260,154.68 6000 Risk Management 2024 5 1096 05/17/2024 6000-1010 Rsk Mg BS - Cash 3,009.31 6000-2010 Rsk Mg BS - Accts Pay 3,009.31 FUND TOTAL 3,009.31 3,009.31 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/16/2024 12:59User: MSchauerProgram ID: apcshdsb Page 70 JOURNAL ENTRIES TO BE CREATED FUND BALANCE SEG YEAR PER JNL EFF DATE DEBIT CREDIT ACCOUNT ACCOUNT DESCRIPTION 6100 Equipment Operations 2024 5 1096 05/17/2024 6100-1010 Equ Op BS - Cash 5,957.66 6100-2010 Equ Op BS - Accts Pay 5,957.66 FUND TOTAL 5,957.66 5,957.66 6200 Information Technology 2024 5 1096 05/17/2024 6200-1010 I.T. BalSh - Cash 3,854.17 6200-2010 I.T. BalSh - Accts Pay 3,854.17 FUND TOTAL 3,854.17 3,854.17 6300 Facilities Management 2024 5 1096 05/17/2024 6300-1010 FacMgmt BS - Cash 16,203.84 6300-2010 FacMgmt BS - Accts Pay 16,203.84 FUND TOTAL 16,203.84 16,203.84 7100 PS Training Facility 2024 5 1096 05/17/2024 7100-1010 PSTF BS - Cash 1,980.33 7100-2010 PSTF BS - Accts Pay 1,980.33 FUND TOTAL 1,980.33 1,980.33 7200 MN Task Force 1 2024 5 1096 05/17/2024 7200-1010 MNTF1 BS - Cash 25,206.40 7200-2010 MNTF1 BS - Accts Pay 25,206.40 FUND TOTAL 25,206.40 25,206.40 9999 Pooled Cash Fund 2024 5 1096 05/17/2024 9999-1012 Control BS - CashAP 1,277,865.37 9999-2099 Control BS - PoolCashL 1,277,865.37 FUND TOTAL 1,277,865.37 1,277,865.37 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: MSchauerProgram ID: apcshdsb Page 64 JOURNAL ENTRIES TO BE CREATED FUND SUB FUND DUE TO DUE FR 1000 General 290,558.342100 Police Special Revenue 800.002300 Pedestrian and Cyclist Safety 32,253.502500 Conservation & Sustainability 36,669.582600 Housing & Redvlpmt Authority 31,250.002600 Housing & Redvlpmt Authority 437.282600 Housing & Redvlpmt Authority 10,816.914000 Capital Projects 101,563.194200 Equipment Replacement 98,557.434400 PIR Capital Projects 816.684600 MSA tracking 119,264.035100 Art Center 146.915200 Braemar Golf Course 38,104.645200 Braemar Golf Course 76.735300 Aquatic Center 16,970.265400 Edinborough Park 3,512.605500 Braemar Arena 13,143.265600 Braemar Field 382.095700 Centennial Lakes 8,802.485800 Liquor 153,280.075900 Utility Fund 53,553.335900 Utility Fund 5,927.545900 Utility Fund 10,307.975900 Utility Fund 91.026000 Risk Management 48,585.326100 Equipment Operations 8,034.226200 Information Technology 1,282.776300 Facilities Management 9,147.567100 PS Training Facility 813.327200 MN Task Force 1 1,345.009000 Payroll 1,071,937.699999 Pooled Cash Fund 2,168,431.72 TOTAL 2,168,431.72 2,168,431.72 ** END OF REPORT - Generated by Mallory Schauer ** City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: 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 223 05/24/2024 WIRE 100886 METROPOLITAN COUNCIL April 2024 SAC 05/01/2024 7,380.45 Invoice: April 2024 SAC 7,380.45 12100000 4307 Build Insp - SAC CHECK 223 TOTAL: 7,380.45 495654 05/24/2024 PRTD 143143 TORRES, ARMANDO CHAVEZ 2778 05/01/2024 20240524 1,667.25 Invoice: 2778 cleaning 1,667.25 52052000 6230 Golf Gen - SrvCntrcts CHECK 495654 TOTAL: 1,667.25 495655 05/24/2024 PRTD 135922 ACUSHNET COMPANY 917242266 02/09/2024 20240524 13,748.40 Invoice: 917242266 Braemar Golf-pro shop merchandise 13,748.40 52005200 1356 Course BS - Inventory ACUSHNET COMPANY 917242267 02/09/2024 20240524 553.10 Invoice: 917242267 513.00 52005200 1356 Course BS - Inventory 40.10 52052006 5510 Ret Sales - CGS ACUSHNET COMPANY 917974463 05/03/2024 20240524 128.83 Invoice: 917974463 117.60 52005200 1356 Course BS - Inventory 11.23 52052006 5510 Ret Sales - CGS ACUSHNET COMPANY 918021844 05/09/2024 20240524 117.60 Invoice: 918021844 117.60 52005200 1356 Course BS - Inventory CHECK 495655 TOTAL: 14,547.93 495656 05/24/2024 PRTD 100575 AMERICAN CYLINDER LLC 214926 04/26/2024 20240524 824.44 Invoice: 214926 Badger Dry Chemical Hydrotest 824.44 12012000 6510 Fire Gen - SupFrstAid CHECK 495656 TOTAL: 824.44 495657 05/24/2024 PRTD 141829 ALL TRAFFIC SOLUTION INC Q-80872 04/24/2024 20240524 950.00 Invoice: Q-80872 950.00 14014001 6105 Gen Mntce - Dues&Sub CHECK 495657 TOTAL: 950.00 495658 05/24/2024 PRTD 141829 ALL TRAFFIC SOLUTION INC SIN040540 04/24/2024 20240524 950.00 Invoice: SIN040540 950.00 14014003 6103 Overlay Pr - Prof Svrs City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: 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 CHECK 495658 TOTAL: 950.00 495659 05/24/2024 PRTD 102715 WIENS GRAPHICS INC 162649 04/28/2024 20240524 196.00 Invoice: 162649 Department Annual Reports 196.00 10410400 6575 Comm Gen - Printing WIENS GRAPHICS INC 162650 04/28/2024 20240524 38.00 Invoice: 162650 Public Works Open House Posters 38.00 14014000 6106 PW Adm Gen - Meet Exp WIENS GRAPHICS INC 162729 04/30/2024 20240524 298.00 Invoice: 162729 Juneteenth Yard Signs w/Stakes 298.00 10300000 6406 Equity - SupOther CHECK 495659 TOTAL: 532.00 495660 05/24/2024 PRTD 160095 AM CRAFT SPIRITS SALES & MARKETIN 18832 05/07/2024 20240524 109.30 Invoice: 18832 4.30 58158101 5515 Sthdl Sell - CGS Other 105.00 5800 1355 Liquor BS - Inv Misc AM CRAFT SPIRITS SALES & MARKETIN 18846 05/09/2024 20240524 69.67 Invoice: 18846 3.97 58058001 5515 50th Sell - CGS Other 65.70 5800 1355 Liquor BS - Inv Misc CHECK 495660 TOTAL: 178.97 495661 05/24/2024 PRTD 141960 AMAZON CAPITAL SERVICES 139G-XPGW-31MQ 04/29/2024 20240524 53.79 Invoice: 139G-XPGW-31MQ custodial supplies 53.79 51051000 6511 Admin/Ops - SupCustod AMAZON CAPITAL SERVICES 1PNG-VH7M-3XMH 04/30/2024 20240524 27.99 Invoice: 1PNG-VH7M-3XMH 27.99 17017006 6406 Bldg Maint - SupOther AMAZON CAPITAL SERVICES 1WVV-YMLT-MVMW 05/15/2024 20240524 -53.99 Invoice: 1WVV-YMLT-MVMW Returned Ergonomic Keyboard for Cary Teague -53.99 10510500 6406 Plan Gen - SupOther CHECK 495661 TOTAL: 27.79 495662 05/24/2024 PRTD 151756 ARBEITER BREWING COMPANY LLC 1478 05/09/2024 20240524 120.00 Invoice: 1478 120.00 5800 1354 Liquor BS - Inv Beer City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: 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 CHECK 495662 TOTAL: 120.00 495663 05/24/2024 PRTD 100920 GENUINE PARTS COMPANY 061295 04/27/2024 20240524 29.20 Invoice: 061295 29.20 61061004 6530 PW Equip - ReprParts CHECK 495663 TOTAL: 29.20 495664 05/24/2024 PRTD 160625 AVENPITCH MUSIC LLC 24CLP0010 06/13/2024 20240524 250.00 Invoice: 24CLP0010 Program Date: 6/13 250.00 57057000 6136 General - PrfSvOther CHECK 495664 TOTAL: 250.00 495665 05/24/2024 PRTD 129624 BARNA GUZY & STEFFEN LTD 282047 04/30/2024 20240524 85.00 Invoice: 282047 Legal Services 85.00 10910900 6103 HR Gen - Prof Svrs BARNA GUZY & STEFFEN LTD 282046 04/30/2024 20240524 102.00 Invoice: 282046 Legal Services 102.00 10910900 6103 HR Gen - Prof Svrs CHECK 495665 TOTAL: 187.00 495666 05/24/2024 PRTD 125333 BARNUM COMPANIES INC 40451 04/29/2024 20240524 562.09 Invoice: 40451 562.09 63063001 6180 PW Fac - Rep&Maint BARNUM COMPANIES INC 40498 04/30/2024 20240524 1,506.95 Invoice: 40498 1,506.95 63063001 6180 PW Fac - Rep&Maint CHECK 495666 TOTAL: 2,069.04 495667 05/24/2024 PRTD 151171 7TH STREET BEER COMPANY 4606 05/07/2024 20240524 296.00 Invoice: 4606 296.00 5800 1354 Liquor BS - Inv Beer 7TH STREET BEER COMPANY 4584 05/06/2024 20240524 144.33 Invoice: 4584 144.33 5800 1354 Liquor BS - Inv Beer CHECK 495667 TOTAL: 440.33 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: 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 495668 05/24/2024 PRTD 136267 BAUHAUS BREW LABS LLC 14782 05/08/2024 20240524 182.00 Invoice: 14782 182.00 5800 1356 Liquor BS - Inventory THC Bev CHECK 495668 TOTAL: 182.00 495669 05/24/2024 PRTD 101355 BELLBOY CORPORATION 0108330500 05/09/2024 20240524 98.45 Invoice: 0108330500 3.45 58058001 5515 50th Sell - CGS Other 95.00 5800 1355 Liquor BS - Inv Misc BELLBOY CORPORATION 0203521000 05/09/2024 20240524 1,066.80 Invoice: 0203521000 11.55 58158101 5512 Sthdl Sell - CGS Liq 1,055.25 5800 1352 Liquor BS - Inv Liq BELLBOY CORPORATION 0108329100 05/09/2024 20240524 59.52 Invoice: 0108329100 1.02 58158101 5515 Sthdl Sell - CGS Other 58.50 5800 1355 Liquor BS - Inv Misc BELLBOY CORPORATION 0203520900 05/09/2024 20240524 969.90 Invoice: 0203520900 9.90 58158101 5513 Sthdl Sell - CGS Wine 960.00 5800 1353 Liquor BS - Inv Wine BELLBOY CORPORATION 0203482800 05/09/2024 20240524 114.06 Invoice: 0203482800 2.06 58158101 5513 Sthdl Sell - CGS Wine 112.00 5800 1353 Liquor BS - Inv Wine BELLBOY CORPORATION 0203517700 05/09/2024 20240524 602.70 Invoice: 0203517700 4.95 58258201 5512 Grnd Sell - CGS Liq 597.75 5800 1352 Liquor BS - Inv Liq BELLBOY CORPORATION 0203521100 05/09/2024 20240524 237.30 Invoice: 0203521100 3.30 58258201 5513 Grnd Sell - CGS Wine 234.00 5800 1353 Liquor BS - Inv Wine BELLBOY CORPORATION 0108328300 05/09/2024 20240524 441.72 Invoice: 0108328300 8.02 58258201 5515 Grnd Sell - CGS Other 433.70 5800 1355 Liquor BS - Inv Misc CHECK 495669 TOTAL: 3,590.45 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: 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 495670 05/24/2024 PRTD 160836 BIFFS INC INV19256 04/29/2024 20240524 1,060.00 Invoice: INV19256 1,060.00 17017005 6182 Litter Rem - Garb&Recyc CHECK 495670 TOTAL: 1,060.00 495671 05/24/2024 PRTD 124534 BLACKSTONE CONTRACTORS LLC 2499-02A 03/20/2024 20240524 25,082.85 Invoice: 2499-02A 25,082.85 14014009 6103 Retain Wal - Prof Svrs CHECK 495671 TOTAL: 25,082.85 495672 05/24/2024 PRTD 132444 BOLTON & MENK INC 0335200 04/30/2024 20240524 781.00 Invoice: 0335200 Edina/2023 Bridge Safety Inspection 781.00 15100000 6103 Const Mgmt - Prof Svrs BOLTON & MENK INC 0335201 04/30/2024 20240524 1,566.50 Invoice: 0335201 Rosland Park TH62 Pedestrian B 1,566.50 E ENG23106.CONST.PACS.CONSULTING. 23023001 6103 Pedestrian - Prof Svrs BOLTON & MENK INC 0335124 04/30/2024 20240524 4,669.50 Invoice: 0335124 Engineering Services for Lift 4,669.50 E ENG21001.CONST.SANI.CONSULTING. 59005910 1605 Sew BS - PurchCIP BOLTON & MENK INC 0335125 04/30/2024 20240524 1,306.00 Invoice: 0335125 Well 10 Preliminary Study 1,306.00 E PWK24100.CONST.WAT . . 59005900 1605 Wat BS - PurchCIP BOLTON & MENK INC 0334756 04/26/2024 20240524 30,687.00 Invoice: 0334756 Professional Services for France 30,687.00 E ENG22015.CONST.PACS.CONSULTING. 23023001 6715 Pedestrian - CapInfrast BOLTON & MENK INC 0334758 04/26/2024 20240524 5,280.50 Invoice: 0334758 Edina/Lead Service Line Inventory 5,280.50 59059003 6103 Wat Distr - Prof Svrs CHECK 495672 TOTAL: 44,290.50 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: 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 495673 05/24/2024 PRTD 101010 BORDER STATES INDUSTRIES INC 928288989 04/29/2024 20240524 966.83 Invoice: 928288989 966.83 E ENG98001.MISCELLAN .REPAIRS . 40840801 6180 Faclt CP - Rep&Maint CHECK 495673 TOTAL: 966.83 495674 05/24/2024 PRTD 105367 BOUND TREE MEDICAL LLC 85326067 04/25/2024 20240524 281.99 Invoice: 85326067 Sodium Bicarbonate 8.4% 50ml Luer Jet 1035B 281.99 12012000 6510 Fire Gen - SupFrstAid CHECK 495674 TOTAL: 281.99 495675 05/24/2024 PRTD 119351 BOURGET IMPORTS 206632 05/08/2024 20240524 1,142.00 Invoice: 206632 20.00 58258201 5513 Grnd Sell - CGS Wine 1,122.00 5800 1353 Liquor BS - Inv Wine BOURGET IMPORTS 206630 05/08/2024 20240524 220.00 Invoice: 206630 4.00 58158101 5513 Sthdl Sell - CGS Wine 216.00 5800 1353 Liquor BS - Inv Wine BOURGET IMPORTS 206631 05/08/2024 20240524 144.00 Invoice: 206631 4.00 58158101 5512 Sthdl Sell - CGS Liq 140.00 5800 1352 Liquor BS - Inv Liq BOURGET IMPORTS 206629 05/08/2024 20240524 550.00 Invoice: 206629 8.00 58058001 5513 50th Sell - CGS Wine 542.00 5800 1353 Liquor BS - Inv Wine CHECK 495675 TOTAL: 2,056.00 495676 05/24/2024 PRTD 124291 BREAKTHRU BEVERAGE MINNESOTA WINE 115677204 05/08/2024 20240524 2,670.35 Invoice: 115677204 16.10 58258201 5512 Grnd Sell - CGS Liq 2,654.25 5800 1352 Liquor BS - Inv Liq BREAKTHRU BEVERAGE MINNESOTA WINE 115677203 05/08/2024 20240524 170.60 Invoice: 115677203 4.60 58258201 5515 Grnd Sell - CGS Other 166.00 5800 1355 Liquor BS - Inv Misc BREAKTHRU BEVERAGE MINNESOTA WINE 115677201 05/08/2024 20240524 380.30 Invoice: 115677201 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: 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 2.30 58258201 5512 Grnd Sell - CGS Liq 378.00 5800 1352 Liquor BS - Inv Liq BREAKTHRU BEVERAGE MINNESOTA WINE 115677202 05/08/2024 20240524 83.46 Invoice: 115677202 .38 58258201 5512 Grnd Sell - CGS Liq 83.08 5800 1352 Liquor BS - Inv Liq BREAKTHRU BEVERAGE MINNESOTA WINE 115677205 05/08/2024 20240524 712.05 Invoice: 115677205 8.05 58258201 5513 Grnd Sell - CGS Wine 704.00 5800 1353 Liquor BS - Inv Wine BREAKTHRU BEVERAGE MINNESOTA WINE 115677185 05/08/2024 20240524 5,057.63 Invoice: 115677185 75.90 58158101 5512 Sthdl Sell - CGS Liq 4,981.73 5800 1352 Liquor BS - Inv Liq BREAKTHRU BEVERAGE MINNESOTA WINE 115677184 05/08/2024 20240524 1,088.05 Invoice: 115677184 8.05 58158101 5513 Sthdl Sell - CGS Wine 1,080.00 5800 1353 Liquor BS - Inv Wine BREAKTHRU BEVERAGE MINNESOTA WINE 115677183 05/08/2024 20240524 254.86 Invoice: 115677183 5.75 58158101 5515 Sthdl Sell - CGS Other 249.11 5800 1355 Liquor BS - Inv Misc BREAKTHRU BEVERAGE MINNESOTA WINE 115677207 05/08/2024 20240524 380.30 Invoice: 115677207 2.30 58058001 5512 50th Sell - CGS Liq 378.00 5800 1352 Liquor BS - Inv Liq BREAKTHRU BEVERAGE MINNESOTA WINE 115677208 05/08/2024 20240524 5,682.27 Invoice: 115677208 35.65 58058001 5512 50th Sell - CGS Liq 5,646.62 5800 1352 Liquor BS - Inv Liq BREAKTHRU BEVERAGE MINNESOTA WINE 115677206 05/08/2024 20240524 177.15 Invoice: 115677206 1.15 58058001 5513 50th Sell - CGS Wine 176.00 5800 1353 Liquor BS - Inv Wine BREAKTHRU BEVERAGE MINNESOTA WINE 115677209 05/08/2024 20240524 29.15 Invoice: 115677209 1.15 58058001 5515 50th Sell - CGS Other 28.00 5800 1355 Liquor BS - Inv Misc BREAKTHRU BEVERAGE MINNESOTA WINE 115677182 05/08/2024 20240524 380.30 Invoice: 115677182 2.30 58158101 5512 Sthdl Sell - CGS Liq 378.00 5800 1352 Liquor BS - Inv Liq City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: MSchauerProgram ID: apcshdsb Page 8 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC CHECK 495676 TOTAL: 17,066.47 495677 05/24/2024 PRTD 124529 BREAKTHRU BEVERAGE MINNESOTA BEER 11568857 05/07/2024 20240524 242.50 Invoice: 11568857 242.50 5800 1352 Liquor BS - Inv Liq BREAKTHRU BEVERAGE MINNESOTA BEER 115647995 05/07/2024 20240524 5,824.65 Invoice: 115647995 5,824.65 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 115648856 05/07/2024 20240524 348.05 Invoice: 115648856 348.05 5800 1355 Liquor BS - Inv Misc BREAKTHRU BEVERAGE MINNESOTA BEER 115648868 05/07/2024 20240524 1,221.45 Invoice: 115648868 1,221.45 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 115648869 05/07/2024 20240524 356.15 Invoice: 115648869 356.15 5800 1355 Liquor BS - Inv Misc BREAKTHRU BEVERAGE MINNESOTA BEER 115647996 05/07/2024 20240524 5,807.50 Invoice: 115647996 5,807.50 5800 1354 Liquor BS - Inv Beer BREAKTHRU BEVERAGE MINNESOTA BEER 115648867 05/07/2024 20240524 404.90 Invoice: 115648867 404.90 5800 1355 Liquor BS - Inv Misc CHECK 495677 TOTAL: 14,205.20 495678 05/24/2024 PRTD 150972 BROKEN CLOCK BREWING COOPERATIVE 8743 05/10/2024 20240524 420.00 Invoice: 8743 420.00 5800 1356 Liquor BS - Inventory THC Bev CHECK 495678 TOTAL: 420.00 495679 05/24/2024 PRTD 161076 BRUST, SARAH 24CAPF-Brust 05/13/2024 20240524 500.00 Invoice: 24CAPF-Brust E-Bike Reimbursement 500.00 25000004 6103 Professional Services CHECK 495679 TOTAL: 500.00 495680 05/24/2024 PRTD 160549 BETTER BEV CO LLC INV/2024/00621 05/09/2024 20240524 684.00 Invoice: INV/2024/00621 684.00 5800 1356 Liquor BS - Inventory THC Bev City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: 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 495680 TOTAL: 684.00 495681 05/24/2024 PRTD 103244 BURTIS, ROBERT 24CLP0005 06/06/2024 20240524 250.00 Invoice: 24CLP0005 Program Date: 6/6 250.00 57057000 6136 General - PrfSvOther CHECK 495681 TOTAL: 250.00 495682 05/24/2024 PRTD 102149 CALLAWAY GOLF 938017321 04/04/2024 20240524 129.60 Invoice: 938017321 129.60 52005200 1356 Course BS - Inventory CHECK 495682 TOTAL: 129.60 495683 05/24/2024 PRTD 119455 CAPITOL BEVERAGE SALES LP 2982801 05/09/2024 20240524 795.10 Invoice: 2982801 795.10 5800 1354 Liquor BS - Inv Beer CAPITOL BEVERAGE SALES LP 2982802 05/10/2024 20240524 952.20 Invoice: 2982802 952.20 5800 1352 Liquor BS - Inv Liq CAPITOL BEVERAGE SALES LP 2982800 05/10/2024 20240524 130.00 Invoice: 2982800 130.00 5800 1355 Liquor BS - Inv Misc CAPITOL BEVERAGE SALES LP 2982797 05/09/2024 20240524 719.75 Invoice: 2982797 719.75 5800 1354 Liquor BS - Inv Beer CAPITOL BEVERAGE SALES LP 2982796 05/10/2024 20240524 -63.00 Invoice: 2982796 RMA -63.00 5800 1354 Liquor BS - Inv Beer CAPITOL BEVERAGE SALES LP 2982799 05/10/2024 20240524 328.95 Invoice: 2982799 328.95 5800 1355 Liquor BS - Inv Misc CAPITOL BEVERAGE SALES LP 2982798 05/10/2024 20240524 819.50 Invoice: 2982798 819.50 5800 1352 Liquor BS - Inv Liq CAPITOL BEVERAGE SALES LP 2982805 05/10/2024 20240524 464.00 Invoice: 2982805 464.00 5800 1352 Liquor BS - Inv Liq CAPITOL BEVERAGE SALES LP 2982804 05/10/2024 20240524 252.40 Invoice: 2982804 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: 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 252.40 5800 1355 Liquor BS - Inv Misc CAPITOL BEVERAGE SALES LP 2982806 05/10/2024 20240524 3,391.45 Invoice: 2982806 3,391.45 5800 1354 Liquor BS - Inv Beer CAPITOL BEVERAGE SALES LP 2982803 05/10/2024 20240524 408.00 Invoice: 2982803 408.00 5800 1356 Liquor BS - Inventory THC Bev CAPITOL BEVERAGE SALES LP 2979730 05/03/2024 20240524 -26.75 Invoice: 2979730 RMA -26.75 5800 1354 Liquor BS - Inv Beer CHECK 495683 TOTAL: 8,171.60 495684 05/24/2024 PRTD 142533 CADD ENGR SUPPLY INC INV162144 04/30/2024 20240524 95.00 Invoice: INV162144 City Hall large format Canon 95.00 62062000 6230 I.T. Gen - SrvCntrcts CHECK 495684 TOTAL: 95.00 495685 05/24/2024 PRTD 160939 CIGNA HEALTH AND LIFE INSURANCE C 04-2024 05/15/2024 20240524 2,809.85 Invoice: 04-2024 Apr 2024 Acc-CI-Hospital 2,809.85 9000 2033 Payroll BS - Acdtl&Crit CIGNA HEALTH AND LIFE INSURANCE C 05-2024 05/15/2024 20240524 2,864.62 Invoice: 05-2024 May 2024 Acc-CI-Hospital 2,864.62 9000 2033 Payroll BS - Acdtl&Crit CHECK 495685 TOTAL: 5,674.47 495686 05/24/2024 PRTD 142028 CINTAS CORPORATION 4190814277 04/26/2024 20240524 33.68 Invoice: 4190814277 33.68 63063001 6511 PW Fac - SupCustod CINTAS CORPORATION 4190932985 04/29/2024 20240524 19.20 Invoice: 4190932985 19.20 55055001 6230 Bldg/Grnds - SrvCntrcts CINTAS CORPORATION 4190932993 04/29/2024 20240524 113.65 Invoice: 4190932993 shop rags 113.65 52052000 6201 Golf Gen - Laundry CINTAS CORPORATION 4190933005 04/29/2024 20240524 195.35 Invoice: 4190933005 mats and towels 195.35 52052000 6201 Golf Gen - Laundry CINTAS CORPORATION 4191649236 05/03/2024 20240524 193.31 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: 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: 4191649236 mats and towels 193.31 52052000 6201 Golf Gen - Laundry CHECK 495686 TOTAL: 555.19 495687 05/24/2024 PRTD 142028 CINTAS CORPORATION 4190932939 04/29/2024 20240524 60.68 Invoice: 4190932939 mats 60.68 52100000 6203 Golf Dome - Uniforms CHECK 495687 TOTAL: 60.68 495688 05/24/2024 PRTD 101837 EDINA POLICE DEPARTMENT EPD24-025A 03/20/2024 20240524 230.00 Invoice: EPD24-025A 230.00 55055000 6136 Admin - PrfSvOther CHECK 495688 TOTAL: 230.00 495689 05/24/2024 PRTD 146472 CITY WIDE MAINTENANCE OF MN 42009011571 04/25/2024 20240524 2,000.00 Invoice: 42009011571 2,000.00 E ENG98001.MISCELLAN .SERVICES . 40840801 6103 Faclt CP - Prof Svrs CITY WIDE MAINTENANCE OF MN 42009011572 04/25/2024 20240524 3,054.00 Invoice: 42009011572 EP Nightly cleaning 3,054.00 54054001 6103 Operations - Prof Svrs CITY WIDE MAINTENANCE OF MN 42009011675 04/29/2024 20240524 950.00 Invoice: 42009011675 950.00 63063001 6103 PW Fac - Prof Svrs CITY WIDE MAINTENANCE OF MN 42009011678 04/29/2024 20240524 650.00 Invoice: 42009011678 650.00 63063001 6103 PW Fac - Prof Svrs CHECK 495689 TOTAL: 6,654.00 495690 05/24/2024 PRTD 105693 BGH INVESTMENTS INC 49917 04/30/2024 20240524 39.49 Invoice: 49917 39.49 10210202 6406 Lic & Perm - SupOther CHECK 495690 TOTAL: 39.49 495691 05/24/2024 PRTD 140274 CIVICPLUS LLC 292946 04/06/2024 22400044 20240524 45,075.94 Invoice: 292946 Parks and Recreation Software Annual Service Fee 45,075.94 16000000 6160 Park Admin - Sftwr&Data City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: 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 495691 TOTAL: 45,075.94 495692 05/24/2024 PRTD 145926 CLEARWATER ANALYTICS LLC 614638 04/30/2024 20240524 943.40 Invoice: 614638 04/01/2024 - 04/30/2024 943.40 10800000 4706 Finance - Inc on Inv CHECK 495692 TOTAL: 943.40 495693 05/24/2024 PRTD 102165 ROGER CLEVELAND GOLF CO. INC 7890705 04/03/2024 20240524 2,642.00 Invoice: 7890705 2,592.00 52005200 1356 Course BS - Inventory 50.00 52052006 5510 Ret Sales - CGS CHECK 495693 TOTAL: 2,642.00 495694 05/24/2024 PRTD 146851 CLIFTON LARSON ALLEN LLP L241242579 04/29/2024 20240524 2,205.00 Invoice: L241242579 SAS 145 & Single Audit 1,134.97 10800000 6130 Finance - PrfSvAudit 18.12 51051000 6130 Admin/Ops - PrfSvAudit 16.05 52100000 6130 Golf Dome - PrfSvAudit 25.66 53053000 6130 Admin - PrfSvAudit 82.40 52052000 6130 Golf Gen - PrfSvAudit 71.77 55055000 6130 Admin - PrfSvAudit 19.35 56056000 6130 Admin - PrfSvAudit 38.60 54054000 6130 Admin - PrfSvAudit 29.72 57057000 6130 General - PrfSvAudit 65.79 58058000 6130 50th AdGe - PrfSvAudit 123.60 58158100 6130 Sthdl AdGe - PrfSvAudit 106.35 58258200 6130 Grnd AdGe - PrfSvAudit 173.42 59059000 6130 Wat UB - PrfSvAudit 208.18 59159100 6130 Sew UB - PrfSvAudit 91.02 59359300 6130 Rec UB - PrfSvAudit CHECK 495694 TOTAL: 2,205.00 495695 05/24/2024 PRTD 120433 COMCAST 0023973-05/24 05/03/2024 20240524 9.24 Invoice: 0023973-05/24 Cable TV Account number 8772 10 614 0023973 9.24 10110100 6103 Admin Gen - Prof Svrs CHECK 495695 TOTAL: 9.24 495696 05/24/2024 PRTD 120433 COMCAST 4192379970 05/13/2024 20240524 174.19 Invoice: 4192379970 mats and towels 174.19 52052000 6201 Golf Gen - Laundry City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: 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 495696 TOTAL: 174.19 495697 05/24/2024 PRTD 135711 CONFLUENCE INC 28919 04/26/2024 20240524 40,633.91 Invoice: 28919 Fred Richards Park Design Serv 40,633.91 E P&R23200.DESIGN&BID. . 40900000 6716 P&R CP - CapParks CHECK 495697 TOTAL: 40,633.91 495698 05/24/2024 PRTD 143187 CONQUER NINJA GYMS 0103 01/05/2024 20240524 148.00 Invoice: 0103 148.00 16116105 6103 Prtnr Prog - Prof Svrs CONQUER NINJA GYMS 0073 01/10/2024 20240524 640.00 Invoice: 0073 640.00 16116105 6103 Prtnr Prog - Prof Svrs CHECK 495698 TOTAL: 788.00 495699 05/24/2024 PRTD 102514 CUTTER & BUCK INC 0097690346 04/24/2024 20240524 302.89 Invoice: 0097690346 281.45 52005200 1356 Course BS - Inventory 21.44 52052006 5510 Ret Sales - CGS CUTTER & BUCK INC 0097697251 04/29/2024 20240524 94.95 Invoice: 0097697251 75.00 52005200 1356 Course BS - Inventory 19.95 52052006 5510 Ret Sales - CGS CHECK 495699 TOTAL: 397.84 495700 05/24/2024 PRTD 160780 DANGEROUS MAN BREWING CO LLC IN-3704 05/09/2024 20240524 38.00 Invoice: IN-3704 38.00 5800 1354 Liquor BS - Inv Beer DANGEROUS MAN BREWING CO LLC IN-3682 05/09/2024 20240524 225.00 Invoice: IN-3682 225.00 5800 1356 Liquor BS - Inventory THC Bev DANGEROUS MAN BREWING CO LLC IN-3705 05/09/2024 20240524 94.00 Invoice: IN-3705 94.00 5800 1354 Liquor BS - Inv Beer CHECK 495700 TOTAL: 357.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: 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 495701 05/24/2024 PRTD 146781 MN DEED - BROWNFIELDS AND REDEVEL RDGP-14-0027-O #9 05/06/2024 20240524 31,250.00 Invoice: RDGP-14-0027-O #9 DEED grant - repayment #9 31,250.00 26026000 6102 HRA Admin - Contr Svrs CHECK 495701 TOTAL: 31,250.00 495702 05/24/2024 PRTD 118189 DEM-CON COMPANIES LLC 18882 04/30/2024 20240524 339.38 Invoice: 18882 339.38 59259204 6103 Stm St Cln - Prof Svrs CHECK 495702 TOTAL: 339.38 495703 05/24/2024 PRTD 129079 DRAIN KING INC 122132 04/25/2024 20240524 4,130.00 Invoice: 122132 4,130.00 63063001 6103 PW Fac - Prof Svrs CHECK 495703 TOTAL: 4,130.00 495704 05/24/2024 PRTD 140431 EARTH NETWORKS INC INV43676 04/30/2024 20240524 1,824.00 Invoice: INV43676 EN807 Lx Alerting Subscription 1,824.00 52052000 6105 Golf Gen - Dues&Sub CHECK 495704 TOTAL: 1,824.00 495705 05/24/2024 PRTD 132810 ECM PUBLISHERS INC 995779 04/25/2024 20240524 275.80 Invoice: 995779 275.80 10210202 6120 Lic & Perm - AdvLegal ECM PUBLISHERS INC 995778 04/25/2024 20240524 177.30 Invoice: 995778 177.30 10210202 6120 Lic & Perm - AdvLegal ECM PUBLISHERS INC 995777 04/25/2024 20240524 123.50 Invoice: 995777 123.50 10210202 6120 Lic & Perm - AdvLegal ECM PUBLISHERS INC 995776 04/25/2024 20240524 104.97 Invoice: 995776 104.97 10210202 6120 Lic & Perm - AdvLegal CHECK 495705 TOTAL: 681.57 495706 05/24/2024 PRTD 143018 ECO WORKS SUPPLY 9104 04/24/2024 20240524 2,000.90 Invoice: 9104 2,000.90 52052000 6540 Golf Gen - SdFertWeed City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: 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 495706 TOTAL: 2,000.90 495707 05/24/2024 PRTD 105417 EDINA HISTORICAL SOCIETY 2024 HS FUNDING 05/22/2024 20240524 20,000.00 Invoice: 2024 HS FUNDING Annual City Contribution 20,000.00 10110102 6103 Con Soc Sv - Prof Svrs CHECK 495707 TOTAL: 20,000.00 495708 05/24/2024 PRTD 142458 EDINA MARKET STREET LLC Q1-2024-S.RETAIL 04/02/2024 20240524 1,566.99 Invoice: Q1-2024-S.RETAIL Center Block trash Q1 2024 1,566.99 E ENG98004.MISCELLAN .SERVICES . 40840801 6103 Faclt CP - Prof Svrs CHECK 495708 TOTAL: 1,566.99 495709 05/24/2024 PRTD 103594 EDINALARM INC 104817 05/01/2024 20240524 354.88 Invoice: 104817 354.88 52052000 6250 Golf Gen - Alarm Serv CHECK 495709 TOTAL: 354.88 495710 05/24/2024 PRTD 160613 FIDELITY SECURITY LIFE INSURANCE 166215728 04/30/2024 20240524 -38.74 Invoice: 166215728 04-2023 Eye Med -nonactives -38.74 60060004 6043 Other Insr - Cobra FIDELITY SECURITY LIFE INSURANCE 166258369 05/15/2024 20240524 5.68 Invoice: 166258369 05-2023 Eye Med -nonactives 5.68 60060004 6043 Other Insr - Cobra FIDELITY SECURITY LIFE INSURANCE 166215056 05/15/2024 20240524 1,068.95 Invoice: 166215056 04-2023 Eye Med -actives 1,068.95 9000 2032 Payroll BS - Vision FIDELITY SECURITY LIFE INSURANCE 166257952 05/15/2024 20240524 1,057.59 Invoice: 166257952 05-2023 Eye Med -actives 1,057.59 9000 2032 Payroll BS - Vision CHECK 495710 TOTAL: 2,093.48 495711 05/24/2024 PRTD 100146 ELLIOTT AUTO SUPPLY CO, INC 69-520663 04/25/2024 20240524 188.84 Invoice: 69-520663 188.84 61061006 6530 Fire Equip - ReprParts ELLIOTT AUTO SUPPLY CO, INC 229-009980 04/29/2024 20240524 67.28 Invoice: 229-009980 67.28 61061004 6530 PW Equip - ReprParts City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: 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 ELLIOTT AUTO SUPPLY CO, INC 1-Z35517 04/30/2024 20240524 222.63 Invoice: 1-Z35517 222.63 61061004 6530 PW Equip - ReprParts ELLIOTT AUTO SUPPLY CO, INC 69-520978 04/30/2024 20240524 12.92 Invoice: 69-520978 12.92 61061005 6530 Police Eq - ReprParts ELLIOTT AUTO SUPPLY CO, INC 1-9651808 04/26/2024 20240524 16.97 Invoice: 1-9651808 16.97 61061004 6530 PW Equip - ReprParts CHECK 495711 TOTAL: 508.64 495712 05/24/2024 PRTD 147181 FALLING BREWERY - BERGMAN LEDGE L E-14334 05/08/2024 20240524 201.00 Invoice: E-14334 201.00 5800 1354 Liquor BS - Inv Beer FALLING BREWERY - BERGMAN LEDGE L E-14333 05/08/2024 20240524 240.00 Invoice: E-14333 240.00 5800 1356 Liquor BS - Inventory THC Bev FALLING BREWERY - BERGMAN LEDGE L E-14315 05/06/2024 20240524 400.00 Invoice: E-14315 400.00 5800 1356 Liquor BS - Inventory THC Bev FALLING BREWERY - BERGMAN LEDGE L E-14318 05/06/2024 20240524 165.00 Invoice: E-14318 165.00 5800 1354 Liquor BS - Inv Beer FALLING BREWERY - BERGMAN LEDGE L E-14325 05/08/2024 20240524 160.00 Invoice: E-14325 160.00 5800 1356 Liquor BS - Inventory THC Bev CHECK 495712 TOTAL: 1,166.00 495713 05/24/2024 PRTD 106035 FASTENAL COMPANY MNTC1286885 04/26/2024 20240524 100.86 Invoice: MNTC1286885 100.86 59159103 6406 Sew LftSt - SupOther CHECK 495713 TOTAL: 100.86 495714 05/24/2024 PRTD 142145 FISCHER BROS LLC 2058 04/25/2024 20240524 8,200.00 Invoice: 2058 Repair starter tub on tube slide 8,200.00 53053001 6180 Operations - Rep&Maint FISCHER BROS LLC 2059 04/25/2024 20240524 5,890.00 Invoice: 2059 Caulking large tube slide City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: 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 5,890.00 53053001 6180 Operations - Rep&Maint CHECK 495714 TOTAL: 14,090.00 495715 05/24/2024 PRTD 126444 KIRK STENSRUD ENTERPRISES INC 2315-56300 04/30/2024 20240524 990.00 Invoice: 2315-56300 990.00 E ENG98001.MISCELLAN .SERVICES . 40840801 6103 Faclt CP - Prof Svrs CHECK 495715 TOTAL: 990.00 495716 05/24/2024 PRTD 132866 SAWTOOTH HOLDINGS F22691 04/30/2024 20240524 7,122.84 Invoice: F22691 7,122.84 17017006 6530 Bldg Maint - ReprParts CHECK 495716 TOTAL: 7,122.84 495717 05/24/2024 PRTD 104270 FLARE HEATING & AIR CONDITIONING 0056279-IN 04/30/2024 20240524 420.00 Invoice: 0056279-IN Cover for mini split lines 420.00 54054001 6180 Operations - Rep&Maint CHECK 495717 TOTAL: 420.00 495718 05/24/2024 PRTD 101512 BDG INC 30005 04/30/2024 20240524 443.00 Invoice: 30005 443.00 59159102 6530 Sew Clean - ReprParts CHECK 495718 TOTAL: 443.00 495719 05/24/2024 PRTD 100759 FLOYD TOTAL SECURITY INC 3312007 04/26/2024 20240524 1,520.00 Invoice: 3312007 507.00 59059003 6406 Wat Distr - SupOther 507.00 59059005 6406 Wat Treat - SupOther 506.00 59159103 6406 Sew LftSt - SupOther CHECK 495719 TOTAL: 1,520.00 495720 05/24/2024 PRTD 160289 GOLF COMPETE INC 05-2024-33702 05/01/2024 20240524 1,655.01 Invoice: 05-2024-33702 1,655.01 52052000 6160 Golf Gen - Sftwr&Data CHECK 495720 TOTAL: 1,655.01 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: 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 495721 05/24/2024 PRTD 160412 MKM BRANDS INC 303 04/27/2024 20240524 594.00 Invoice: 303 594.00 55055002 5510 Concession - CGS CHECK 495721 TOTAL: 594.00 495722 05/24/2024 PRTD 104716 GALE-TEC ENGINEERING INC 3554 05/02/2024 20240524 1,958.30 Invoice: 3554 2024 Retaining Wall Replace W 1,958.30 E PW22002 .CONSTRUCTN.CONSULTING. 14014009 6103 Retain Wal - Prof Svrs CHECK 495722 TOTAL: 1,958.30 495723 05/24/2024 PRTD 102456 GALLS PARENT HOLDINGS LLC 027755543 04/24/2024 20240524 68.93 Invoice: 027755543 Polo Shirt - Jason Behr 68.93 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 027755597 04/24/2024 20240524 283.95 Invoice: 027755597 Mens 6 Pocket Poly/Rayon Shirts - Woldsness 283.95 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 027767875 04/25/2024 20240524 185.94 Invoice: 027767875 S/S Undervest Uniform Shirt - Breyer 185.94 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 027767918 04/25/2024 20240524 13.99 Invoice: 027767918 CAD Cut Titles - Eckstein 13.99 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 027779021 04/26/2024 20240524 218.13 Invoice: 027779021 ML KISHIGO ECONOMY HI-VIS VEST - Zech 218.13 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 027779023 04/26/2024 20240524 297.45 Invoice: 027779023 ML KISHIGO ECONOMY HI-VIS VEST - Zech 297.45 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 027779024 04/26/2024 20240524 165.99 Invoice: 027779024 Flashlight - Eckstein 165.99 13013000 6203 Pol Ad Gen - Uniforms GALLS PARENT HOLDINGS LLC 027796774 04/29/2024 20240524 140.00 Invoice: 027796774 Boots - Woldsness 140.00 13013000 6203 Pol Ad Gen - Uniforms CHECK 495723 TOTAL: 1,374.38 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: 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 495724 05/24/2024 PRTD 161012 THE GRAPHIC EDGE LLC 10247137 04/29/2024 20240524 62.50 Invoice: 10247137 62.50 59059001 6203 Wat GB - Uniforms CHECK 495724 TOTAL: 62.50 495725 05/24/2024 PRTD 151316 GARDENEER 33117 04/25/2024 20240524 776.82 Invoice: 33117 776.82 E ENG98001.MISCELLAN .SERVICES . 40840801 6103 Faclt CP - Prof Svrs CHECK 495725 TOTAL: 776.82 495726 05/24/2024 PRTD 101931 HANESBRANDS INC 42075384 04/30/2024 20240524 334.87 Invoice: 42075384 334.87 52005200 1356 Course BS - Inventory HANESBRANDS INC 42075677 04/30/2024 20240524 969.05 Invoice: 42075677 933.12 52005200 1356 Course BS - Inventory 35.93 52052006 5510 Ret Sales - CGS CHECK 495726 TOTAL: 1,303.92 495727 05/24/2024 PRTD 100780 GOPHER STATE ONE CALL 4040366 04/30/2024 20240524 1,582.20 Invoice: 4040366 1,582.20 59059003 6103 Wat Distr - Prof Svrs CHECK 495727 TOTAL: 1,582.20 495728 05/24/2024 PRTD 100781 MJ DONOVAN ENTERPRISES INC 156805 04/30/2024 20240524 655.00 Invoice: 156805 655.00 42600000 6711 Police ER - CapVh&Equp CHECK 495728 TOTAL: 655.00 495729 05/24/2024 PRTD 101103 WW GRAINGER 9099040470 04/25/2024 20240524 153.30 Invoice: 9099040470 153.30 63063001 6406 PW Fac - SupOther WW GRAINGER 9098289243 04/25/2024 20240524 66.64 Invoice: 9098289243 66.64 17017006 6180 Bldg Maint - Rep&Maint City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: MSchauerProgram ID: apcshdsb Page 20 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC CHECK 495729 TOTAL: 219.94 495730 05/24/2024 PRTD 160108 GREAT RIVER OFFICE PRODUCTS, INC. 033632-00 04/24/2024 20240524 267.35 Invoice: 033632-00 267.35 12100000 6406 Build Insp - SupOther GREAT RIVER OFFICE PRODUCTS, INC. 033632-01 04/25/2024 20240524 21.97 Invoice: 033632-01 21.97 12100000 6406 Build Insp - SupOther CHECK 495730 TOTAL: 289.32 495731 05/24/2024 PRTD 160347 GUARDIAN FLEET SAFETY LLC 300069 04/25/2024 20240524 7,169.26 Invoice: 300069 7,169.26 42600000 6711 Police ER - CapVh&Equp CHECK 495731 TOTAL: 7,169.26 495732 05/24/2024 PRTD 129108 HAAG COMPANIES INC 4-495219 04/30/2024 20240524 206.96 Invoice: 4-495219 206.96 14014001 6556 Gen Mntce - Tool&Acces HAAG COMPANIES INC 3-137309 04/16/2024 20240524 107.96 Invoice: 3-137309 107.96 14014001 6556 Gen Mntce - Tool&Acces CHECK 495732 TOTAL: 314.92 495733 05/24/2024 PRTD 102060 HALLOCK COMPANY INC 276569-2 04/25/2024 20240524 214.92 Invoice: 276569-2 214.92 17017002 6180 Fld Maint - Rep&Maint CHECK 495733 TOTAL: 214.92 495734 05/24/2024 PRTD 151168 HAMMER SPORTS LLC 4417 04/28/2024 20240524 872.00 Invoice: 4417 872.00 16116100 6103 Athltc Act - Prof Svrs CHECK 495734 TOTAL: 872.00 495735 05/24/2024 PRTD 122093 GROUP HEALTHPLAN INC 200441896846 05/09/2024 20240524 47,948.38 Invoice: 200441896846 05-2024 HP Invoice-nonactives 47,948.38 60060004 6043 Other Insr - Cobra GROUP HEALTHPLAN INC 663210894731 05/09/2024 20240524 1,032,614.90 Invoice: 663210894731 05&06-2024 HP Invoice-actives City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: 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 1,032,614.90 9000 2012 Payroll BS - Health Ins CHECK 495735 TOTAL: 1,080,563.28 495736 05/24/2024 PRTD 103085 HENNEPIN COUNTY ACCOUNTING SERVIC 1000225987 05/02/2024 20240524 3,500.28 Invoice: 1000225987 04/01/2024-04/3102024 CUST ITC0001123 3,500.28 13013000 6230 Pol Ad Gen - SrvCntrcts CHECK 495736 TOTAL: 3,500.28 495737 05/24/2024 PRTD 103085 HENNEPIN COUNTY ACCOUNTING SERVIC 1000225963 05/01/2024 20240524 58.00 Invoice: 1000225963 05/01/2024-05/31/2024 CUST ITC0001023 58.00 13013000 6160 Pol Ad Gen - Sftwr&Data CHECK 495737 TOTAL: 58.00 495738 05/24/2024 PRTD 160008 RACHEL PETERSON 3467 05/01/2024 20240524 187.50 Invoice: 3467 April 2024 HPC Consulting Fees 187.50 10510500 6103 Plan Gen - Prof Svrs CHECK 495738 TOTAL: 187.50 495739 05/24/2024 PRTD 137677 HAMMEL GREEN AND ABRAHAMSON INC 250133 05/01/2024 20240524 4,234.30 Invoice: 250133 City Wide Solar Feasibility St 4,234.30 E ENG23114.PRELIM DES.SERVICES . 25000000 6103 CAS - Prof Svrs CHECK 495739 TOTAL: 4,234.30 495740 05/24/2024 PRTD 104375 HOHENSTEINS INC 713865 05/07/2024 20240524 2,460.10 Invoice: 713865 2,460.10 5800 1354 Liquor BS - Inv Beer HOHENSTEINS INC 713864 05/07/2024 20240524 -7.00 Invoice: 713864 RMA -7.00 5800 1354 Liquor BS - Inv Beer HOHENSTEINS INC 713851 05/07/2024 20240524 325.50 Invoice: 713851 325.50 5800 1354 Liquor BS - Inv Beer HOHENSTEINS INC 713852 05/07/2024 20240524 129.00 Invoice: 713852 129.00 5800 1356 Liquor BS - Inventory THC Bev HOHENSTEINS INC 713863 05/07/2024 20240524 2,127.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: MSchauerProgram ID: apcshdsb Page 22 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC Invoice: 713863 2,127.00 5800 1354 Liquor BS - Inv Beer HOHENSTEINS INC 713867 05/07/2024 20240524 -135.00 Invoice: 713867 RMA -135.00 5800 1354 Liquor BS - Inv Beer HOHENSTEINS INC 713857 05/07/2024 20240524 162.00 Invoice: 713857 162.00 5800 1355 Liquor BS - Inv Misc CHECK 495740 TOTAL: 5,061.60 495741 05/24/2024 PRTD 160179 HOLM, CHRISTOPHER 24CLP0011 06/13/2024 20240524 200.00 Invoice: 24CLP0011 Program Date: 6/13 200.00 57057000 6136 General - PrfSvOther CHECK 495741 TOTAL: 200.00 495742 05/24/2024 PRTD 138777 HUNKERD DOWN LLC 24CLP0012 06/16/2024 20240524 150.00 Invoice: 24CLP0012 Program Date: 6/16 150.00 57057000 6136 General - PrfSvOther CHECK 495742 TOTAL: 150.00 495743 05/24/2024 PRTD 146427 LUCID BREWING LLC 18395 05/08/2024 20240524 144.00 Invoice: 18395 144.00 5800 1354 Liquor BS - Inv Beer CHECK 495743 TOTAL: 144.00 495744 05/24/2024 PRTD 146407 INGCO INTERNATIONAL 606571 05/01/2024 20240524 2,000.00 Invoice: 606571 June 2023 Edition:Edina Translations 1,000.00 10410400 6123 Comm Gen - Mgzn/News 1,000.00 25000000 6575 CAS - Printing CHECK 495744 TOTAL: 2,000.00 495745 05/24/2024 PRTD 160653 INSIGHT BREWING COMPANY LLC 14632 05/08/2024 20240524 329.90 Invoice: 14632 329.90 5800 1354 Liquor BS - Inv Beer INSIGHT BREWING COMPANY LLC 14627 05/08/2024 20240524 87.75 Invoice: 14627 87.75 5800 1354 Liquor BS - Inv Beer City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: 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 495745 TOTAL: 417.65 495746 05/24/2024 PRTD 103193 INTOXIMETERS INC SRO-061531 04/24/2024 20240524 226.10 Invoice: SRO-061531 226.10 13013000 6180 Pol Ad Gen - Rep&Maint INTOXIMETERS INC SRO-060724 03/08/2024 20240524 280.05 Invoice: SRO-060724 280.05 13013000 6180 Pol Ad Gen - Rep&Maint CHECK 495746 TOTAL: 506.15 495747 05/24/2024 PRTD 102146 JESSEN PRESS INC 692151 04/30/2024 20240524 6,212.00 Invoice: 692151 3,106.00 10410400 6123 Comm Gen - Mgzn/News 3,106.00 25000000 6575 CAS - Printing CHECK 495747 TOTAL: 6,212.00 495748 05/24/2024 PRTD 100835 ARTISAN BEER COMPANY 3679828 05/09/2024 20240524 1,295.50 Invoice: 3679828 1,295.50 5800 1354 Liquor BS - Inv Beer ARTISAN BEER COMPANY 3679827 05/09/2024 20240524 1,519.95 Invoice: 3679827 1,519.95 5800 1356 Liquor BS - Inventory THC Bev ARTISAN BEER COMPANY 3679825 05/09/2024 20240524 30.75 Invoice: 3679825 30.75 5800 1355 Liquor BS - Inv Misc ARTISAN BEER COMPANY 3679831 05/09/2024 20240524 1,059.80 Invoice: 3679831 1,059.80 5800 1354 Liquor BS - Inv Beer ARTISAN BEER COMPANY 3679829 05/09/2024 20240524 1,399.20 Invoice: 3679829 1,399.20 5800 1354 Liquor BS - Inv Beer ARTISAN BEER COMPANY 3679830 05/09/2024 20240524 431.00 Invoice: 3679830 431.00 5800 1356 Liquor BS - Inventory THC Bev ARTISAN BEER COMPANY 3673106 04/11/2024 20240524 43.10 Invoice: 3673106 43.10 5800 1355 Liquor BS - Inv Misc City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: 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 495748 TOTAL: 5,779.30 495749 05/24/2024 PRTD 100835 PHILLIPS WINE & SPIRITS 6780667 05/09/2024 20240524 218.00 Invoice: 6780667 4.20 58058001 5515 50th Sell - CGS Other 213.80 5800 1355 Liquor BS - Inv Misc PHILLIPS WINE & SPIRITS 6780670 05/09/2024 20240524 397.95 Invoice: 6780670 4.20 58058001 5512 50th Sell - CGS Liq 393.75 5800 1352 Liquor BS - Inv Liq PHILLIPS WINE & SPIRITS 6780673 05/09/2024 20240524 590.15 Invoice: 6780673 22.40 58058001 5513 50th Sell - CGS Wine 567.75 5800 1353 Liquor BS - Inv Wine PHILLIPS WINE & SPIRITS 6780671 05/09/2024 20240524 1,216.30 Invoice: 6780671 14.00 58158101 5512 Sthdl Sell - CGS Liq 1,202.30 5800 1352 Liquor BS - Inv Liq PHILLIPS WINE & SPIRITS 6780668 05/09/2024 20240524 605.40 Invoice: 6780668 9.80 58158101 5515 Sthdl Sell - CGS Other 595.60 5800 1355 Liquor BS - Inv Misc PHILLIPS WINE & SPIRITS 6780674 05/09/2024 20240524 1,441.69 Invoice: 6780674 29.40 58158101 5513 Sthdl Sell - CGS Wine 1,412.29 5800 1353 Liquor BS - Inv Wine PHILLIPS WINE & SPIRITS 6780672 05/09/2024 20240524 920.45 Invoice: 6780672 12.60 58258201 5512 Grnd Sell - CGS Liq 907.85 5800 1352 Liquor BS - Inv Liq PHILLIPS WINE & SPIRITS 6780675 05/09/2024 20240524 2,902.20 Invoice: 6780675 42.00 58258201 5513 Grnd Sell - CGS Wine 2,860.20 5800 1353 Liquor BS - Inv Wine PHILLIPS WINE & SPIRITS 6780669 05/09/2024 20240524 299.50 Invoice: 6780669 7.00 58258201 5515 Grnd Sell - CGS Other 292.50 5800 1355 Liquor BS - Inv Misc CHECK 495749 TOTAL: 8,591.64 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: 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 495750 05/24/2024 PRTD 100835 WINE MERCHANTS 753894 05/07/2024 20240524 -56.00 Invoice: 753894 RMA -56.00 5800 1353 Liquor BS - Inv Wine WINE MERCHANTS 7472114 05/09/2024 20240524 121.40 Invoice: 7472114 1.40 58058001 5515 50th Sell - CGS Other 120.00 5800 1355 Liquor BS - Inv Misc WINE MERCHANTS 7472116 05/09/2024 20240524 864.02 Invoice: 7472116 15.40 58058001 5513 50th Sell - CGS Wine 848.62 5800 1353 Liquor BS - Inv Wine WINE MERCHANTS 7472118 05/09/2024 20240524 602.80 Invoice: 7472118 2.80 58158101 5513 Sthdl Sell - CGS Wine 600.00 5800 1353 Liquor BS - Inv Wine WINE MERCHANTS 7472115 05/09/2024 20240524 542.80 Invoice: 7472115 2.80 58258201 5513 Grnd Sell - CGS Wine 540.00 5800 1353 Liquor BS - Inv Wine WINE MERCHANTS 7472117 05/09/2024 20240524 687.00 Invoice: 7472117 7.00 58258201 5513 Grnd Sell - CGS Wine 680.00 5800 1353 Liquor BS - Inv Wine CHECK 495750 TOTAL: 2,762.02 495751 05/24/2024 PRTD 100835 JOHNSON BROTHERS LIQUOR CO 2536961 05/09/2024 20240524 38.40 Invoice: 2536961 1.40 58058001 5515 50th Sell - CGS Other 37.00 5800 1355 Liquor BS - Inv Misc JOHNSON BROTHERS LIQUOR CO 2536976 05/09/2024 20240524 163.60 Invoice: 2536976 5.60 58058001 5512 50th Sell - CGS Liq 158.00 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2536970 05/09/2024 20240524 222.80 Invoice: 2536970 2.80 58058001 5512 50th Sell - CGS Liq 220.00 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2536982 05/09/2024 20240524 1,115.90 Invoice: 2536982 8.40 58058001 5512 50th Sell - CGS Liq 1,107.50 5800 1352 Liquor BS - Inv Liq City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: 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 JOHNSON BROTHERS LIQUOR CO 2536964 05/09/2024 20240524 779.60 Invoice: 2536964 5.60 58058001 5512 50th Sell - CGS Liq 774.00 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2536971 05/09/2024 20240524 45.40 Invoice: 2536971 1.40 58058001 5513 50th Sell - CGS Wine 44.00 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2536975 05/09/2024 20240524 637.60 Invoice: 2536975 5.60 58058001 5513 50th Sell - CGS Wine 632.00 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2536965 05/09/2024 20240524 189.74 Invoice: 2536965 2.80 58058001 5513 50th Sell - CGS Wine 186.94 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2536983 05/09/2024 20240524 1,604.12 Invoice: 2536983 11.20 58158101 5512 Sthdl Sell - CGS Liq 1,592.92 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2536966 05/09/2024 20240524 2,319.16 Invoice: 2536966 28.00 58158101 5512 Sthdl Sell - CGS Liq 2,291.16 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2536973 05/09/2024 20240524 616.82 Invoice: 2536973 9.82 58158101 5512 Sthdl Sell - CGS Liq 607.00 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2536978 05/09/2024 20240524 1,159.50 Invoice: 2536978 28.00 58158101 5512 Sthdl Sell - CGS Liq 1,131.50 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2536963 05/09/2024 20240524 108.20 Invoice: 2536963 4.20 58158101 5515 Sthdl Sell - CGS Other 104.00 5800 1355 Liquor BS - Inv Misc JOHNSON BROTHERS LIQUOR CO 2536977 05/09/2024 20240524 234.80 Invoice: 2536977 2.80 58158101 5513 Sthdl Sell - CGS Wine 232.00 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2536972 05/09/2024 20240524 986.75 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: MSchauerProgram ID: apcshdsb Page 27 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC Invoice: 2536972 14.00 58158101 5513 Sthdl Sell - CGS Wine 972.75 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2536967 05/09/2024 20240524 2,909.25 Invoice: 2536967 35.00 58158101 5513 Sthdl Sell - CGS Wine 2,874.25 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2536969 05/09/2024 20240524 1,010.38 Invoice: 2536969 11.20 58258201 5512 Grnd Sell - CGS Liq 999.18 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2536979 05/09/2024 20240524 854.50 Invoice: 2536979 21.00 58258201 5512 Grnd Sell - CGS Liq 833.50 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2536984 05/09/2024 20240524 2,550.35 Invoice: 2536984 15.40 58258201 5512 Grnd Sell - CGS Liq 2,534.95 5800 1352 Liquor BS - Inv Liq JOHNSON BROTHERS LIQUOR CO 2536968 05/09/2024 20240524 975.50 Invoice: 2536968 11.20 58258201 5513 Grnd Sell - CGS Wine 964.30 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2536974 05/09/2024 20240524 532.40 Invoice: 2536974 8.40 58258201 5513 Grnd Sell - CGS Wine 524.00 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2536980 05/09/2024 20240524 364.20 Invoice: 2536980 4.20 58258201 5513 Grnd Sell - CGS Wine 360.00 5800 1353 Liquor BS - Inv Wine JOHNSON BROTHERS LIQUOR CO 2536962 05/09/2024 20240524 76.80 Invoice: 2536962 2.80 58258201 5515 Grnd Sell - CGS Other 74.00 5800 1355 Liquor BS - Inv Misc JOHNSON BROTHERS LIQUOR CO 2536981 05/09/2024 20240524 98.80 Invoice: 2536981 2.80 58258201 5515 Grnd Sell - CGS Other 96.00 5800 1355 Liquor BS - Inv Misc CHECK 495751 TOTAL: 19,594.57 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: 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 495752 05/24/2024 PRTD 145396 JUNKYARD BREWING COMPANY LLC 006625 05/08/2024 20240524 138.00 Invoice: 006625 138.00 5800 1354 Liquor BS - Inv Beer CHECK 495752 TOTAL: 138.00 495753 05/24/2024 PRTD 124002 KIMLEY-HORN AND ASSOCIATES INC 27949728 04/30/2024 20240524 2,285.51 Invoice: 27949728 Eng Services Public Works Trench 2,285.51 E ENG22108.DESIGN&BID.CONSULTING. 40840801 6103 Faclt CP - Prof Svrs CHECK 495753 TOTAL: 2,285.51 495754 05/24/2024 PRTD 144835 KNECHT'S NURSERIES AND LANDSCAPIN 20436 04/24/2024 20240524 5,273.85 Invoice: 20436 5,273.85 17017004 6541 Tree & Mnt - TrFlwShrb CHECK 495754 TOTAL: 5,273.85 495755 05/24/2024 PRTD 100378 LAKE MANAGEMENT INC 42929 04/29/2024 20240524 9,729.71 Invoice: 42929 Nonassessed Aquatic Vegetation 9,729.71 59259206 6103 Stm P&LNon - Prof Svrs CHECK 495755 TOTAL: 9,729.71 495756 05/24/2024 PRTD 144575 LANCER CATERING C/O BRAEMAR GOLF EDN20798 04/16/2024 20240524 552.92 Invoice: EDN20798 552.92 16116102 6406 Spec Activ - SupOther LANCER CATERING C/O BRAEMAR GOLF EDN20767 05/02/2024 20240524 3,906.30 Invoice: EDN20767 2024 Boards and Commission Appreciation Event 3,906.30 10000000 6106 City Cncl - Meet Exp LANCER CATERING C/O BRAEMAR GOLF EDN20799 04/12/2024 20240524 2,066.49 Invoice: EDN20799 Princess Ball 2,066.49 16116102 6406 Spec Activ - SupOther CHECK 495756 TOTAL: 6,525.71 495757 05/24/2024 PRTD 139451 LANDBRIDGE ECOLOGICAL INC 2464 05/02/2024 20240524 2,390.00 Invoice: 2464 Edina PW Raingarden 2,390.00 15515500 6102 Faclt Gen - Contr Svrs LANDBRIDGE ECOLOGICAL INC 2465 04/30/2024 20240524 1,586.00 Invoice: 2465 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: 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 1,586.00 15515500 6406 Faclt Gen - SupOther CHECK 495757 TOTAL: 3,976.00 495758 05/24/2024 PRTD 100605 LANDS' END INC SCR1449812 12/20/2023 20240524 -4,404.67 Invoice: SCR1449812 2023 Unused Lands End credit -4,404.67 10910900 6203 HR Gen - Uniforms LANDS' END INC SCR1449813 12/20/2023 20240524 -400.00 Invoice: SCR1449813 2023 Unused Lands End credit2 -400.00 10910900 6203 HR Gen - Uniforms LANDS' END INC SIN12073814 05/14/2024 20240524 15,600.00 Invoice: SIN12073814 2024 LANDS END PROGRAM CERTIFICATE 15,600.00 10910900 6203 HR Gen - Uniforms CHECK 495758 TOTAL: 10,795.33 495759 05/24/2024 PRTD 101220 LANO EQUIPMENT INC 01-1152279 04/30/2024 20240524 114.25 Invoice: 01-1152279 114.25 61061009 6530 Pk Mant Eq - ReprParts CHECK 495759 TOTAL: 114.25 495760 05/24/2024 PRTD 100852 LAWSON PRODUCTS INC 9311488224 04/25/2024 20240524 938.64 Invoice: 9311488224 938.64 61061004 6530 PW Equip - ReprParts CHECK 495760 TOTAL: 938.64 495761 05/24/2024 PRTD 134957 LEACH LAW OFFICE LLC 04-2024 04/30/2024 20240524 22,973.27 Invoice: 04-2024 File No. 0656.001 22,973.27 13013001 6131 Legal Srv - PrfSvLegal CHECK 495761 TOTAL: 22,973.27 495762 05/24/2024 PRTD 101552 LEAGUE OF MINNESOTA CITIES 40002474-05/24 05/15/2024 20240524 270.00 Invoice: 40002474-05/24 Liquor Endorsement CLP Farmers Market 270.00 60060004 6200 Other Insr - Insurance CHECK 495762 TOTAL: 270.00 495763 05/24/2024 PRTD 135867 LIBATION PROJECT 71454 05/07/2024 20240524 164.00 Invoice: 71454 2.00 58158101 5512 Sthdl Sell - CGS Liq 162.00 5800 1352 Liquor BS - Inv Liq City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: 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 LIBATION PROJECT 71459 05/07/2024 20240524 1,536.28 Invoice: 71459 28.00 58158101 5513 Sthdl Sell - CGS Wine 1,508.28 5800 1353 Liquor BS - Inv Wine LIBATION PROJECT 71461 05/07/2024 20240524 746.12 Invoice: 71461 14.00 58058001 5513 50th Sell - CGS Wine 732.12 5800 1353 Liquor BS - Inv Wine LIBATION PROJECT 71462 05/07/2024 20240524 340.00 Invoice: 71462 4.00 58058001 5512 50th Sell - CGS Liq 336.00 5800 1352 Liquor BS - Inv Liq LIBATION PROJECT 71460 05/07/2024 20240524 1,259.96 Invoice: 71460 20.00 58258201 5513 Grnd Sell - CGS Wine 1,239.96 5800 1353 Liquor BS - Inv Wine LIBATION PROJECT 71455 05/07/2024 20240524 158.00 Invoice: 71455 2.00 58258201 5512 Grnd Sell - CGS Liq 156.00 5800 1352 Liquor BS - Inv Liq CHECK 495763 TOTAL: 4,204.36 495764 05/24/2024 PRTD 160655 MIP V ONION PARENT MP239290 11/16/2023 20240524 -41.71 Invoice: MP239290 HIGHLANDS PARK/ SOCCER -41.71 17017005 6182 Litter Rem - Garb&Recyc MIP V ONION PARENT MP245406 03/07/2024 20240524 -39.11 Invoice: MP245406 -39.11 17017005 6182 Litter Rem - Garb&Recyc MIP V ONION PARENT MP248231 05/02/2024 20240524 96.19 Invoice: MP248231 Sales tax should be 6.875% 96.19 52052002 6103 9-Hole - Prof Svrs MIP V ONION PARENT MP248232 05/02/2024 20240524 258.02 Invoice: MP248232 Sales tax should be 6.875% 258.02 52052000 6103 Golf Gen - Prof Svrs CHECK 495764 TOTAL: 273.39 495765 05/24/2024 PRTD 141916 LUPULIN BREWING COMPANY 60371 05/08/2024 20240524 198.00 Invoice: 60371 198.00 5800 1354 Liquor BS - Inv Beer City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: 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 495765 TOTAL: 198.00 495766 05/24/2024 PRTD 100864 MACQUEEN EQUIPMENT LLC W06049 04/25/2024 20240524 612.38 Invoice: W06049 GROUND LADDER REPAIR 612.38 12012000 6180 Fire Gen - Rep&Maint MACQUEEN EQUIPMENT LLC W13988 04/26/2024 20240524 4,663.75 Invoice: W13988 4,663.75 61061004 6180 PW Equip - Rep&Maint CHECK 495766 TOTAL: 5,276.13 495767 05/24/2024 PRTD 160753 MAETZOLD, DAVID 24CLP0002 06/03/2024 20240524 150.00 Invoice: 24CLP0002 Program Date: 6/3 150.00 57057000 6136 General - PrfSvOther CHECK 495767 TOTAL: 150.00 495768 05/24/2024 PRTD 100869 MARTIN-MCALLISTER CONSULTING PSYC 16070 04/30/2024 20240524 1,500.00 Invoice: 16070 1,500.00 10910900 6103 HR Gen - Prof Svrs MARTIN-MCALLISTER CONSULTING PSYC 16069 04/30/2024 20240524 2,500.00 Invoice: 16069 2,500.00 13013000 6103 Pol Ad Gen - Prof Svrs CHECK 495768 TOTAL: 4,000.00 495769 05/24/2024 PRTD 141215 MAVERICK WINE LLC INV1245783 05/09/2024 20240524 153.48 Invoice: INV1245783 1.50 58058001 5512 50th Sell - CGS Liq 151.98 5800 1352 Liquor BS - Inv Liq MAVERICK WINE LLC INV1245820 05/09/2024 20240524 1,995.54 Invoice: INV1245820 25.50 58058001 5513 50th Sell - CGS Wine 1,970.04 5800 1353 Liquor BS - Inv Wine MAVERICK WINE LLC INV1245782 05/09/2024 20240524 241.50 Invoice: INV1245782 1.50 58158101 5512 Sthdl Sell - CGS Liq 240.00 5800 1352 Liquor BS - Inv Liq MAVERICK WINE LLC INV1245785 05/09/2024 20240524 1,458.00 Invoice: INV1245785 18.00 58158101 5513 Sthdl Sell - CGS Wine 1,440.00 5800 1353 Liquor BS - Inv Wine City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: 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 MAVERICK WINE LLC INV1245786/1245823 05/09/2024 20240524 2,953.08 Invoice: INV1245786/1245823 39.00 58258201 5513 Grnd Sell - CGS Wine 2,914.08 5800 1353 Liquor BS - Inv Wine MAVERICK WINE LLC CM#119258 05/16/2024 20240524 -11.00 Invoice: CM#119258 RMA -11.00 5800 1353 Liquor BS - Inv Wine CHECK 495769 TOTAL: 6,790.60 495770 05/24/2024 PRTD 146040 MEGA BEER LLC IN-10881 05/08/2024 20240524 148.25 Invoice: IN-10881 148.25 5800 1354 Liquor BS - Inv Beer MEGA BEER LLC IN-10870 05/08/2024 20240524 770.95 Invoice: IN-10870 770.95 5800 1354 Liquor BS - Inv Beer CHECK 495770 TOTAL: 919.20 495771 05/24/2024 PRTD 101483 MENARDS 2689 04/29/2024 20240524 362.74 Invoice: 2689 362.74 56056001 6406 Bldg/Grnds - SupOther MENARDS 2687 04/29/2024 20240524 191.83 Invoice: 2687 191.83 52052005 6406 Clubhouse - SupOther MENARDS 2745-2024 04/30/2024 20240524 33.03 Invoice: 2745-2024 33.03 52052000 6406 Golf Gen - SupOther MENARDS 2750-2024 04/30/2024 20240524 137.28 Invoice: 2750-2024 137.28 14014001 6406 Gen Mntce - SupOther MENARDS 2692 04/29/2024 20240524 69.98 Invoice: 2692 69.98 17017003 6406 GH & Hort - SupOther MENARDS 3833 05/15/2024 20240524 -17.52 Invoice: 3833 -17.52 61061004 6530 PW Equip - ReprParts CHECK 495771 TOTAL: 777.34 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: 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 495772 05/24/2024 PRTD 161010 MEND COLLABORATIVE EDN2401-001 05/01/2024 20240524 13,015.00 Invoice: EDN2401-001 Lincoln and Londonderry Small 13,015.00 10510500 6103 Plan Gen - Prof Svrs CHECK 495772 TOTAL: 13,015.00 495773 05/24/2024 PRTD 160530 METRO ELEVATOR INC 91439 04/26/2024 20240524 180.00 Invoice: 91439 180.00 63063000 6103 City Hall - Prof Svrs METRO ELEVATOR INC 91440 04/26/2024 20240524 540.00 Invoice: 91440 540.00 E ENG98001.MISCELLAN .SERVICES . 40840801 6103 Faclt CP - Prof Svrs CHECK 495773 TOTAL: 720.00 495774 05/24/2024 PRTD 104650 MICRO CENTER 10151316 04/30/2024 20240524 239.97 Invoice: 10151316 Wireless keyboard & mouse combo's 239.97 62062000 6409 I.T. Gen - SupComp CHECK 495774 TOTAL: 239.97 495775 05/24/2024 PRTD 102174 MINNEAPOLIS OXYGEN COMPANY 00126091 04/30/2024 20240524 156.58 Invoice: 00126091 156.58 71071003 6406 Fire Tower - SupOther CHECK 495775 TOTAL: 156.58 495776 05/24/2024 PRTD 117724 MINNEAPOLIS/ST PAUL BUSINESS JOUR 0508522924-2024 05/01/2024 20240524 170.00 Invoice: 0508522924-2024 Scott Neal’s subscription to the Business Journal 170.00 10110100 6105 Admin Gen - Dues&Sub CHECK 495776 TOTAL: 170.00 495777 05/24/2024 PRTD 136248 MINNESOTA EQUIPMENT P09951 04/29/2024 20240524 16.55 Invoice: P09951 16.55 61061004 6530 PW Equip - ReprParts CHECK 495777 TOTAL: 16.55 495778 05/24/2024 PRTD 100889 MINNESOTA GOLF ASSOCIATION INC 240028 04/26/2024 20240524 270.00 Invoice: 240028 270.00 52052000 6105 Golf Gen - Dues&Sub City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: 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 495778 TOTAL: 270.00 495779 05/24/2024 PRTD 123909 MINNESOTA SODDING COMPANY LLC 12440 04/30/2024 20240524 3,980.76 Invoice: 12440 Pamela Synthetic Turf 3,980.76 17017002 6103 Fld Maint - Prof Svrs CHECK 495779 TOTAL: 3,980.76 495780 05/24/2024 PRTD 101966 MINNESOTA SYMPHONIC WINDS 24CLP0004 06/05/2024 20240524 150.00 Invoice: 24CLP0004 Program Date: 6/5 150.00 57057000 6136 General - PrfSvOther CHECK 495780 TOTAL: 150.00 495781 05/24/2024 PRTD 128914 BJKK DEVELOPMENT 36164 04/18/2024 20240524 29.20 Invoice: 36164 Days of Remembrance Posters 29.20 10300000 6575 Equity - Printing BJKK DEVELOPMENT 36212 04/27/2024 20240524 57.16 Invoice: 36212 57.16 12100000 6575 Build Insp - Printing CHECK 495781 TOTAL: 86.36 495782 05/24/2024 PRTD 140955 MODIST BREWING LLC E-50447 05/07/2024 20240524 239.00 Invoice: E-50447 239.00 5800 1354 Liquor BS - Inv Beer MODIST BREWING LLC E-50445 05/07/2024 20240524 330.00 Invoice: E-50445 330.00 5800 1354 Liquor BS - Inv Beer MODIST BREWING LLC E-50446 05/07/2024 20240524 301.00 Invoice: E-50446 301.00 5800 1354 Liquor BS - Inv Beer CHECK 495782 TOTAL: 870.00 495783 05/24/2024 PRTD 143339 MR CUTTING EDGE 6474 04/29/2024 20240524 398.00 Invoice: 6474 398.00 55055001 6103 Bldg/Grnds - Prof Svrs CHECK 495783 TOTAL: 398.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: 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 495784 05/24/2024 PRTD 100906 MTI DISTRIBUTING INC 1425077-00 04/25/2024 20240524 570.52 Invoice: 1425077-00 570.52 52052000 6530 Golf Gen - ReprParts CHECK 495784 TOTAL: 570.52 495785 05/24/2024 PRTD 161028 MUELLERLEILE, LUCAS 24CLP0001 06/02/2024 20240524 150.00 Invoice: 24CLP0001 Program Date: 6/2 150.00 57057000 6136 General - PrfSvOther CHECK 495785 TOTAL: 150.00 495786 05/24/2024 PRTD 160204 WILSON, CLARICE ANN Spring 2024 04/26/2024 20240524 18,362.00 Invoice: Spring 2024 Music Together for the Spring 2024 Session 18,362.00 16116105 6103 Prtnr Prog - Prof Svrs CHECK 495786 TOTAL: 18,362.00 495787 05/24/2024 PRTD 100076 NEW FRANCE WINE CO 222472 05/08/2024 20240524 856.00 Invoice: 222472 10.00 58258201 5512 Grnd Sell - CGS Liq 846.00 5800 1352 Liquor BS - Inv Liq NEW FRANCE WINE CO 222477 05/08/2024 20240524 1,723.50 Invoice: 222477 27.50 58258201 5513 Grnd Sell - CGS Wine 1,696.00 5800 1353 Liquor BS - Inv Wine NEW FRANCE WINE CO 222473 05/08/2024 20240524 194.50 Invoice: 222473 2.50 58158101 5512 Sthdl Sell - CGS Liq 192.00 5800 1352 Liquor BS - Inv Liq NEW FRANCE WINE CO 222474 05/08/2024 20240524 236.50 Invoice: 222474 2.50 58058001 5512 50th Sell - CGS Liq 234.00 5800 1352 Liquor BS - Inv Liq NEW FRANCE WINE CO 222475 05/08/2024 20240524 1,144.00 Invoice: 222475 20.00 58058001 5513 50th Sell - CGS Wine 1,124.00 5800 1353 Liquor BS - Inv Wine NEW FRANCE WINE CO 222476 05/08/2024 20240524 229.00 Invoice: 222476 5.00 58158101 5513 Sthdl Sell - CGS Wine 224.00 5800 1353 Liquor BS - Inv Wine City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: 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 495787 TOTAL: 4,383.50 495788 05/24/2024 PRTD 104232 NORTHERN SAFETY TECHNOLOGY INC 57630 04/29/2024 20240524 1,159.77 Invoice: 57630 1,159.77 61061015 6530 Utl Equip - ReprParts CHECK 495788 TOTAL: 1,159.77 495789 05/24/2024 PRTD 161029 NOVA JAZZ CORPORATION 24CLP0007 06/10/2024 20240524 150.00 Invoice: 24CLP0007 Program Date: 6/10 150.00 57057000 6136 General - PrfSvOther CHECK 495789 TOTAL: 150.00 495790 05/24/2024 PRTD 105901 OERTEL ARCHITECTS 20-23.7 CA 04/25/2024 20240524 1,725.00 Invoice: 20-23.7 CA Fire Station #1 Basement Design 1,725.00 E ENG20010.CONSTRUCTN. . 40500000 6103 Fire CP - Prof Svrs CHECK 495790 TOTAL: 1,725.00 495791 05/24/2024 PRTD 160033 OLD WORLD BEER LLC 10102 05/09/2024 20240524 177.00 Invoice: 10102 177.00 5800 1354 Liquor BS - Inv Beer CHECK 495791 TOTAL: 177.00 495792 05/24/2024 PRTD 100936 OLSEN CHAIN & CABLE CO INC 714916 04/29/2024 20240524 185.78 Invoice: 714916 185.78 17017006 6530 Bldg Maint - ReprParts OLSEN CHAIN & CABLE CO INC 714963 04/29/2024 20240524 277.72 Invoice: 714963 277.72 17017001 6530 Mowing - ReprParts CHECK 495792 TOTAL: 463.50 495793 05/24/2024 PRTD 999995 City Homes LLC ED194394-Refund 05/14/2024 20240524 9,560.00 Invoice: ED194394-Refund ED194394-5308 Halifax Ave 9,560.00 1000 2064 GF Bal Sh - BldgEscrow CHECK 495793 TOTAL: 9,560.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: 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 495794 05/24/2024 PRTD 999995 Streeter Custom Builder ED193606-Refund 05/15/2024 20240524 10,000.00 Invoice: ED193606-Refund ED193606-5308 Chantrey Rd 10,000.00 1000 2064 GF Bal Sh - BldgEscrow CHECK 495794 TOTAL: 10,000.00 495795 05/24/2024 PRTD 999994 Bennett, Frank 228319 05/09/2024 20240524 210.00 Invoice: 228319 210.00 E ENG21011.CONSTRUCTN.CNTRCT PMT. 44044000 6715 Streets - CapInfrast CHECK 495795 TOTAL: 210.00 495796 05/24/2024 PRTD 999994 Signs by the Sea 40379 04/19/2024 20240524 434.00 Invoice: 40379 434.00 52052004 6406 Instrctn - SupOther CHECK 495796 TOTAL: 434.00 495797 05/24/2024 PRTD 999994 Swc Booyah Llc ED213217-Refund 05/17/2024 20240524 118.00 Invoice: ED213217-Refund ED213217-5800 Fairfax Ave 118.00 12100000 4111 Build Insp - Perm Bldg CHECK 495797 TOTAL: 118.00 495798 05/24/2024 PRTD 999996 Bundy, Nancy 69130313-REFUND 05/13/2024 20240524 75.00 Invoice: 69130313-REFUND Refund for Beginning Abstract Painting June 2024 75.00 5100 2015 Art BalSh - Refund Pay CHECK 495798 TOTAL: 75.00 495799 05/24/2024 PRTD 999993 McGrath, Patty AC-05/20/2024 05/20/2024 20240524 1,900.00 Invoice: AC-05/20/2024 Change for Startup 1,900.00 5300 1040 Aqu Ctr BS - Change CHECK 495799 TOTAL: 1,900.00 495800 05/24/2024 PRTD 999997 HOLM, RYAN 109725 05/20/2024 20240524 163.60 Invoice: 109725 UB 0330087025 6234 FRANCE 163.60 59005900 1211 Wat BS - Accts Rec CHECK 495800 TOTAL: 163.60 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: 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 495801 05/24/2024 PRTD 999997 P & E INVESTMENTS 109720 05/17/2024 20240524 2,317.96 Invoice: 109720 UB 0345032010 5300 EDINA INDUSTRIAL 2,317.96 59005900 1211 Wat BS - Accts Rec CHECK 495801 TOTAL: 2,317.96 495802 05/24/2024 PRTD 100944 PAUSTIS WINE COMPANY 235967 05/09/2024 20240524 515.00 Invoice: 235967 15.00 58058001 5513 50th Sell - CGS Wine 500.00 5800 1353 Liquor BS - Inv Wine PAUSTIS WINE COMPANY 235966 05/09/2024 20240524 527.00 Invoice: 235966 10.00 58058001 5513 50th Sell - CGS Wine 517.00 5800 1353 Liquor BS - Inv Wine PAUSTIS WINE COMPANY 235963 05/08/2024 20240524 1,062.00 Invoice: 235963 12.00 58158101 5513 Sthdl Sell - CGS Wine 1,050.00 5800 1353 Liquor BS - Inv Wine PAUSTIS WINE COMPANY 235964 05/08/2024 20240524 515.00 Invoice: 235964 15.00 58158101 5513 Sthdl Sell - CGS Wine 500.00 5800 1353 Liquor BS - Inv Wine PAUSTIS WINE COMPANY 235969 05/09/2024 20240524 515.00 Invoice: 235969 15.00 58258201 5513 Grnd Sell - CGS Wine 500.00 5800 1353 Liquor BS - Inv Wine PAUSTIS WINE COMPANY 235968 05/09/2024 20240524 1,095.00 Invoice: 235968 12.00 58258201 5513 Grnd Sell - CGS Wine 1,083.00 5800 1353 Liquor BS - Inv Wine PAUSTIS WINE COMPANY 236151 05/10/2024 20240524 115.00 Invoice: 236151 4.00 58258201 5513 Grnd Sell - CGS Wine 111.00 5800 1353 Liquor BS - Inv Wine CHECK 495802 TOTAL: 4,344.00 495803 05/24/2024 PRTD 134706 GASTERLAND, HANS WILLEM 24CLP0009 06/12/2024 20240524 150.00 Invoice: 24CLP0009 Program Date: 6/12 150.00 57057000 6136 General - PrfSvOther City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: 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 495803 TOTAL: 150.00 495804 05/24/2024 PRTD 120831 1ST SCRIBE INC 262363 05/01/2024 20240524 425.00 Invoice: 262363 425.00 15300000 6103 Eng Serv - Prof Svrs CHECK 495804 TOTAL: 425.00 495805 05/24/2024 PRTD 160261 PETERSON, RACHAEL Apr 2024 04/26/2024 20240524 585.00 Invoice: Apr 2024 585.00 13013000 6175 Pol Ad Gen - EmpExams CHECK 495805 TOTAL: 585.00 495806 05/24/2024 PRTD 102423 PLAISTED COMPANIES INC 69678 04/30/2024 20240524 4,710.66 Invoice: 69678 4,710.66 52052000 6517 Golf Gen - RckGrvlSnd CHECK 495806 TOTAL: 4,710.66 495807 05/24/2024 PRTD 125979 PRECISE MRM LLC IN200-1048581 04/29/2024 20240524 1,000.00 Invoice: IN200-1048581 1,000.00 14014006 6103 Snow Rem - Prof Svrs PRECISE MRM LLC IN200-1048611 04/29/2024 20240524 100.00 Invoice: IN200-1048611 100.00 14014006 6103 Snow Rem - Prof Svrs CHECK 495807 TOTAL: 1,100.00 495808 05/24/2024 PRTD 105690 PRO-TEC DESIGN INC 114174 04/26/2024 20240524 477.00 Invoice: 114174 Access card order 477.00 62062000 6406 I.T. Gen - SupOther PRO-TEC DESIGN INC 114175 04/26/2024 20240524 470.80 Invoice: 114175 Milestone license for MobilePro Trailer 470.80 62062000 6230 I.T. Gen - SrvCntrcts PRO-TEC DESIGN INC 114258 04/30/2024 22400013 20240524 11,752.61 Invoice: 114258 Public Works Camera Replacement 11,752.61 43000000 6710 I.T. ER - Cap Other PRO-TEC DESIGN INC 114264 04/30/2024 20240524 9,519.13 Invoice: 114264 Aquatic Center card access 9,519.13 E FAC23101.DESIGN&BID. . 40840801 6103 Faclt CP - Prof Svrs City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: 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 PRO-TEC DESIGN INC 114304 04/30/2024 22300076 20240524 40,468.00 Invoice: 114304 50th and France Security Cameras and Storage 40,468.00 E FIN23501.MISCELLAN . . 10810801 6103 Fin Othr - Prof Svrs CHECK 495808 TOTAL: 62,687.54 495809 05/24/2024 PRTD 106322 SCHENCK, DAVID 161519 04/30/2024 20240524 1,634.42 Invoice: 161519 1,634.42 55055001 6511 Bldg/Grnds - SupCustod CHECK 495809 TOTAL: 1,634.42 495810 05/24/2024 PRTD 143618 PRYES BREWING COMPANY LLC W-74953 05/08/2024 20240524 671.00 Invoice: W-74953 671.00 5800 1354 Liquor BS - Inv Beer CHECK 495810 TOTAL: 671.00 495811 05/24/2024 PRTD 100972 R & R SPECIALTIES INC 0081943-IN 04/29/2024 20240524 1,274.95 Invoice: 0081943-IN 1,274.95 55055003 6103 Ice Maint - Prof Svrs R & R SPECIALTIES INC 0081944-IN 04/29/2024 20240524 519.20 Invoice: 0081944-IN 519.20 55055003 6406 Ice Maint - SupOther CHECK 495811 TOTAL: 1,794.15 495812 05/24/2024 PRTD 133091 RANGE SERVANT AMERICA INC 131687 03/08/2024 20240524 1,685.59 Invoice: 131687 1,685.59 52052003 6406 Dr Range - SupOther CHECK 495812 TOTAL: 1,685.59 495813 05/24/2024 PRTD 142001 RAVE WIRELESS INC INV-61320 04/25/2024 20240524 800.00 Invoice: INV-61320 Prorated period for Add On License-5/1/24-12/31/24 800.00 21000000 6102 E911 - Contr Svrs CHECK 495813 TOTAL: 800.00 495814 05/24/2024 PRTD 104642 RCM SPECIALTIES INC 9535 04/30/2024 20240524 714.00 Invoice: 9535 714.00 14014004 6517 Pothole Pa - RckGrvlSnd City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: MSchauerProgram ID: apcshdsb Page 41 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC CHECK 495814 TOTAL: 714.00 495815 05/24/2024 PRTD 138298 RED BULL DISTRIBUTION COMPANY INC 2016863602 05/06/2024 20240524 168.00 Invoice: 2016863602 168.00 5800 1355 Liquor BS - Inv Misc CHECK 495815 TOTAL: 168.00 495816 05/24/2024 PRTD 100975 MULTI SERVICE TECHNOLOGY SOLUTION 20240510033928 05/10/2024 20240524 1,262.96 Invoice: 20240510033928 200.00 61061004 6610 PW Equip - Saf Equip 200.00 17017006 6610 Bldg Maint - Saf Equip 200.00 63063001 6610 PW Fac - Saf Equip 662.96 12012000 6552 Fire Gen - ProtcClth CHECK 495816 TOTAL: 1,262.96 495817 05/24/2024 PRTD 114799 RES GREAT LAKES LLC 6405 04/30/2024 20240524 106.88 Invoice: 6405 Retainage 106.88 E ENG21019.CONSTRUCTN.CNTRCT PMT. 59005920 1605 Stm BS - PurchCIP CHECK 495817 TOTAL: 106.88 495818 05/24/2024 PRTD 160438 RODAL, YUNIOR ROMERO 24CLP0006 06/06/2024 20240524 200.00 Invoice: 24CLP0006 Program Date: 6/6 200.00 57057000 6136 General - PrfSvOther CHECK 495818 TOTAL: 200.00 495819 05/24/2024 PRTD 127639 MIDWAY FORD COMPANY 829103 05/06/2024 20240524 115.94 Invoice: 829103 115.94 61061009 6530 Pk Mant Eq - ReprParts MIDWAY FORD COMPANY CM829206 05/10/2024 20240524 -55.55 Invoice: CM829206 -55.55 61061004 6530 PW Equip - ReprParts CHECK 495819 TOTAL: 60.39 495820 05/24/2024 PRTD 100988 SAFETY KLEEN SYSTEMS INC 94368249 04/24/2024 20240524 5,152.04 Invoice: 94368249 CLP -hazardous waste removal 5,152.04 57057000 6182 General - Garb&Recyc City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: 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 495820 TOTAL: 5,152.04 495821 05/24/2024 PRTD 100988 SAFETY KLEEN SYSTEMS INC R003152152 04/27/2024 20240524 124.21 Invoice: R003152152 124.21 61061004 6180 PW Equip - Rep&Maint CHECK 495821 TOTAL: 124.21 495822 05/24/2024 PRTD 144553 SALTCO LLC 131519 04/30/2024 20240524 742.83 Invoice: 131519 742.83 55055001 6230 Bldg/Grnds - SrvCntrcts CHECK 495822 TOTAL: 742.83 495823 05/24/2024 PRTD 161051 SAWATCH LABS INV-11157 04/26/2024 20240524 27,829.28 Invoice: INV-11157 Fleet Electrification Advisory 27,829.28 25000002 6103 Professional Services CHECK 495823 TOTAL: 27,829.28 495824 05/24/2024 PRTD 161057 SEWING BY CAROLYN 007737 05/03/2024 20240524 1,345.00 Invoice: 007737 1,345.00 72000000 6406 MN TF 1 - SupOther CHECK 495824 TOTAL: 1,345.00 495825 05/24/2024 PRTD 103409 KELBRO COMPANY 3018684 05/09/2024 20240524 133.08 Invoice: 3018684 4.00 58058001 5515 50th Sell - CGS Other 129.08 5800 1355 Liquor BS - Inv Misc KELBRO COMPANY 3018609 05/09/2024 20240524 221.42 Invoice: 3018609 4.00 58258201 5515 Grnd Sell - CGS Other 217.42 5800 1355 Liquor BS - Inv Misc CHECK 495825 TOTAL: 354.50 495826 05/24/2024 PRTD 100995 SHORT-ELLIOT-HENDRICKSON INCORPOR 465866 05/03/2024 20240524 437.28 Invoice: 465866 ENG 21-6 Eden Ave/Brookside Av 437.28 E ENG21004.CONSTRUCTN.CONSULTING. 26126106 6715 Grnd 2 TIF - CapInfrast SHORT-ELLIOT-HENDRICKSON INCORPOR 465872 05/03/2024 20240524 10,816.91 Invoice: 465872 50th Street & Grange Rd Profes City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: 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 10,816.91 E ENG22016.DESIGN&BID. . 26126114 6710 EdenWil TIF - Cap Other CHECK 495826 TOTAL: 11,254.19 495827 05/24/2024 PRTD 160278 ROHN INDUSTRIES, INC 0023228 04/26/2024 20240524 37.70 Invoice: 0023228 37.70 10210200 6160 Cty Ck Gen - Sftwr&Data CHECK 495827 TOTAL: 37.70 495828 05/24/2024 PRTD 140243 PK BLOODY MARY CORP 2508 05/07/2024 20240524 39.00 Invoice: 2508 39.00 5800 1355 Liquor BS - Inv Misc CHECK 495828 TOTAL: 39.00 495829 05/24/2024 PRTD 120784 WALSH GRAPHICS INC 19255 04/24/2024 20240524 185.00 Invoice: 19255 Just Once Viking Dasher 185.00 55055000 6103 Admin - Prof Svrs WALSH GRAPHICS INC 19261 04/25/2024 20240524 221.78 Invoice: 19261 221.78 10210201 6575 Elections - Printing CHECK 495829 TOTAL: 406.78 495830 05/24/2024 PRTD 161025 SILENT SOLUTIONS 042424 04/24/2024 20240524 400.00 Invoice: 042424 Wellness Seminar - 4-24-2024 400.00 60060005 6218 Saf & Well - Instr Srvs CHECK 495830 TOTAL: 400.00 495831 05/24/2024 PRTD 132195 SMALL LOT MN MN76936 05/07/2024 20240524 185.46 Invoice: MN76936 1.50 58158101 5513 Sthdl Sell - CGS Wine 183.96 5800 1353 Liquor BS - Inv Wine SMALL LOT MN MN76934 05/07/2024 20240524 185.00 Invoice: MN76934 5.00 58058001 5512 50th Sell - CGS Liq 180.00 5800 1352 Liquor BS - Inv Liq SMALL LOT MN MN76932 05/07/2024 20240524 803.46 Invoice: MN76932 7.50 58258201 5513 Grnd Sell - CGS Wine City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: 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 795.96 5800 1353 Liquor BS - Inv Wine SMALL LOT MN MN76933 05/07/2024 20240524 338.94 Invoice: MN76933 3.00 58258201 5512 Grnd Sell - CGS Liq 335.94 5800 1352 Liquor BS - Inv Liq CHECK 495831 TOTAL: 1,512.86 495832 05/24/2024 PRTD 127878 SOUTHERN GLAZERS WINE & SPIRITS L 2476841 05/08/2024 20240524 1,569.66 Invoice: 2476841 5.60 58258201 5512 Grnd Sell - CGS Liq 1,564.06 5800 1352 Liquor BS - Inv Liq SOUTHERN GLAZERS WINE & SPIRITS L 2476843 05/08/2024 20240524 580.39 Invoice: 2476843 1.60 58258201 5512 Grnd Sell - CGS Liq 578.79 5800 1352 Liquor BS - Inv Liq SOUTHERN GLAZERS WINE & SPIRITS L 2476839 05/08/2024 20240524 4,095.20 Invoice: 2476839 27.20 58258201 5513 Grnd Sell - CGS Wine 4,068.00 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2476840 05/08/2024 20240524 593.60 Invoice: 2476840 6.40 58258201 5513 Grnd Sell - CGS Wine 587.20 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2476844 05/08/2024 20240524 522.40 Invoice: 2476844 2.40 58258201 5513 Grnd Sell - CGS Wine 520.00 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2476842 05/08/2024 20240524 41.29 Invoice: 2476842 .80 58258201 5513 Grnd Sell - CGS Wine 40.49 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2476836 05/08/2024 20240524 2,660.17 Invoice: 2476836 18.40 58158101 5512 Sthdl Sell - CGS Liq 2,641.77 5800 1352 Liquor BS - Inv Liq SOUTHERN GLAZERS WINE & SPIRITS L 2476835 05/08/2024 20240524 146.40 Invoice: 2476835 2.40 58158101 5513 Sthdl Sell - CGS Wine 144.00 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2476838 05/08/2024 20240524 618.48 Invoice: 2476838 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: 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 8.00 58158101 5513 Sthdl Sell - CGS Wine 610.48 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2476837 05/08/2024 20240524 27.80 Invoice: 2476837 .80 58158101 5515 Sthdl Sell - CGS Other 27.00 5800 1355 Liquor BS - Inv Misc SOUTHERN GLAZERS WINE & SPIRITS L 2476830 05/08/2024 20240524 1,083.02 Invoice: 2476830 6.80 58058001 5512 50th Sell - CGS Liq 1,076.22 5800 1352 Liquor BS - Inv Liq SOUTHERN GLAZERS WINE & SPIRITS L 2476832 05/08/2024 20240524 1,850.68 Invoice: 2476832 7.20 58058001 5512 50th Sell - CGS Liq 1,843.48 5800 1352 Liquor BS - Inv Liq SOUTHERN GLAZERS WINE & SPIRITS L 2476833 05/08/2024 20240524 184.80 Invoice: 2476833 .80 58058001 5513 50th Sell - CGS Wine 184.00 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2476829 05/08/2024 20240524 60.80 Invoice: 2476829 .80 58058001 5513 50th Sell - CGS Wine 60.00 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2476831 05/08/2024 20240524 180.80 Invoice: 2476831 .80 58058001 5513 50th Sell - CGS Wine 180.00 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 2476834 05/08/2024 20240524 893.24 Invoice: 2476834 6.80 58158101 5512 Sthdl Sell - CGS Liq 886.44 5800 1352 Liquor BS - Inv Liq SOUTHERN GLAZERS WINE & SPIRITS L 9580831 05/15/2024 20240524 -52.00 Invoice: 9580831 RMA -52.00 5800 1353 Liquor BS - Inv Wine SOUTHERN GLAZERS WINE & SPIRITS L 9580832 05/16/2024 20240524 -52.45 Invoice: 9580832 RMA -52.45 5800 1352 Liquor BS - Inv Liq CHECK 495832 TOTAL: 15,004.28 495833 05/24/2024 PRTD 101004 SPS COMPANIES INC S4936657.001 04/24/2024 20240524 715.55 Invoice: S4936657.001 715.55 63063001 6180 PW Fac - Rep&Maint City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: MSchauerProgram ID: apcshdsb Page 46 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC CHECK 495833 TOTAL: 715.55 495834 05/24/2024 PRTD 101016 SRF CONSULTING GROUP INC 16651.00 - 5 04/30/2024 20240524 606.68 Invoice: 16651.00 - 5 606.68 E ENG21011.CONSTRUCTN.CONSULTING. 44044000 6715 Streets - CapInfrast CHECK 495834 TOTAL: 606.68 495835 05/24/2024 PRTD 160346 STANDARD INSURANCE COMPANY Apr 2024 04/01/2024 20240524 7,101.75 Invoice: Apr 2024 04-2024 Standard Life Ins Invoice 7,101.75 9000 2026 Payroll BS - Life Ins STANDARD INSURANCE COMPANY May 2024 05/01/2024 20240524 7,252.95 Invoice: May 2024 05-2024 Standard Life Ins Invoice 7,252.95 9000 2026 Payroll BS - Life Ins CHECK 495835 TOTAL: 14,354.70 495836 05/24/2024 PRTD 139006 MINNESOTA DEPARTMENT OF HEALTH 1270011-Q2-2024 05/16/2024 20240524 34,977.00 Invoice: 1270011-Q2-2024 Community Water Supply Svcs Connection Fee 34,977.00 59059005 6136 Wat Treat - PrfSvOther CHECK 495836 TOTAL: 34,977.00 495837 05/24/2024 PRTD 133068 STEEL TOE BREWING LLC 55165 05/08/2024 20240524 237.00 Invoice: 55165 237.00 5800 1354 Liquor BS - Inv Beer STEEL TOE BREWING LLC 55189 05/08/2024 20240524 115.00 Invoice: 55189 115.00 5800 1354 Liquor BS - Inv Beer STEEL TOE BREWING LLC 55164 05/08/2024 20240524 103.00 Invoice: 55164 103.00 5800 1354 Liquor BS - Inv Beer CHECK 495837 TOTAL: 455.00 495838 05/24/2024 PRTD 101015 STREICHERS INC I1695704 04/24/2024 20240524 288.00 Invoice: I1695704 Vest Carrier - Joel Moore 288.00 13013000 6203 Pol Ad Gen - Uniforms City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: MSchauerProgram ID: apcshdsb Page 47 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC CHECK 495838 TOTAL: 288.00 495839 05/24/2024 PRTD 105874 SUBURBAN TIRE WHOLESALE INC 10200494 04/26/2024 20240524 200.60 Invoice: 10200494 200.60 61061004 6583 PW Equip - Tire&Tube CHECK 495839 TOTAL: 200.60 495840 05/24/2024 PRTD 160772 SUMMER LAKES BEVERAGE LLC 7358 05/08/2024 20240524 1,212.75 Invoice: 7358 1,212.75 5800 1355 Liquor BS - Inv Misc SUMMER LAKES BEVERAGE LLC 7357 05/09/2024 20240524 913.50 Invoice: 7357 913.50 5800 1355 Liquor BS - Inv Misc CHECK 495840 TOTAL: 2,126.25 495841 05/24/2024 PRTD 135803 SUN LIFE ASSURANCE COMPANY OF CAN April 2024 LTD 04/30/2024 20240524 5,829.44 Invoice: April 2024 LTD 04-2024 LTD Invoice 5,829.44 9000 2031 Payroll BS - LT/ST Disability SUN LIFE ASSURANCE COMPANY OF CAN May 2024 LTD 05/01/2024 20240524 5,841.63 Invoice: May 2024 LTD 05-2024 LTD Invoice 5,841.63 9000 2031 Payroll BS - LT/ST Disability SUN LIFE ASSURANCE COMPANY OF CAN April 2024 STD 04/30/2024 20240524 2,741.29 Invoice: April 2024 STD 04-2024 STD Invoice 2,741.29 9000 2031 Payroll BS - LT/ST Disability SUN LIFE ASSURANCE COMPANY OF CAN May 2024 STD 05/01/2024 20240524 2,754.72 Invoice: May 2024 STD 05-2024 STD Invoice 2,754.72 9000 2031 Payroll BS - LT/ST Disability CHECK 495841 TOTAL: 17,167.08 495842 05/24/2024 PRTD 119864 SYSCO MINNESOTA INC 547253173 05/06/2024 20240524 954.60 Invoice: 547253173 Hot Dog Rollers 954.60 53053002 6406 Concession - SupOther CHECK 495842 TOTAL: 954.60 495843 05/24/2024 PRTD 132051 RICHARD ALAN PRODUCTIONS 24CLP0003 06/04/2024 20240524 300.00 Invoice: 24CLP0003 Program Date: 6/4 300.00 57057000 6136 General - PrfSvOther City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: 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 CHECK 495843 TOTAL: 300.00 495844 05/24/2024 PRTD 122794 TENNANT SALES AND SERVICE COMPANY 920409514 05/03/2024 22400014 20240524 78,980.56 Invoice: 920409514 78,980.56 42700000 6711 PW ER - CapVh&Equp CHECK 495844 TOTAL: 78,980.56 495845 05/24/2024 PRTD 141353 HARTONG, WILLEM 24CLP0008 06/11/2024 20240524 400.00 Invoice: 24CLP0008 Program Date: 6/11 400.00 57057000 6136 General - PrfSvOther CHECK 495845 TOTAL: 400.00 495846 05/24/2024 PRTD 102798 THOMSON REUTERS - WEST 850122755 05/01/2024 20240524 274.00 Invoice: 850122755 274.00 13300000 6105 Investigat - Dues&Sub CHECK 495846 TOTAL: 274.00 495847 05/24/2024 PRTD 117042 THREE RIVERS PARK DISTRICT 24CLP0024 04/30/2024 20240524 250.00 Invoice: 24CLP0024 Program Date: 07/02 250.00 57057000 6136 General - PrfSvOther CHECK 495847 TOTAL: 250.00 495848 05/24/2024 PRTD 123129 TIMESAVER OFF SITE SECRETARIAL IN M29122 04/25/2024 20240524 619.50 Invoice: M29122 167.00 16000000 6103 Park Admin - Prof Svrs 285.50 10210200 6103 Cty Ck Gen - Prof Svrs 167.00 10210200 6103 Cty Ck Gen - Prof Svrs CHECK 495848 TOTAL: 619.50 495849 05/24/2024 PRTD 102742 TOLTZ KING DUVALL ANDERSON & ASSO 002024001872 04/30/2024 20240524 119,264.03 Invoice: 002024001872 DivergingDiamond Interchange C 119,264.03 E ENG23041.PRELIM DES.CONSULTING. 46046000 6715 MSA - CapInfrast CHECK 495849 TOTAL: 119,264.03 495850 05/24/2024 PRTD 124532 TMS JOHNSON INC 00006229 04/29/2024 20240524 624.00 Invoice: 00006229 Tax exempt 624.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: 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 E ENG98001.MISCELLAN .REPAIRS . 40840801 6180 Faclt CP - Rep&Maint TMS JOHNSON INC 00006043 04/09/2024 20240524 213.00 Invoice: 00006043 Tax exempt 213.00 12012000 6180 Fire Gen - Rep&Maint CHECK 495850 TOTAL: 837.00 495851 05/24/2024 PRTD 124753 TOSHIBA FINANCIAL SERVICES 5029719675 05/07/2024 20240524 242.97 Invoice: 5029719675 242.97 71071000 6575 Admin - Printing TOSHIBA FINANCIAL SERVICES 5028945998 03/07/2024 20240524 235.62 Invoice: 5028945998 235.62 71071000 6575 Admin - Printing TOSHIBA FINANCIAL SERVICES 5029310713 04/05/2024 20240524 178.15 Invoice: 5029310713 178.15 71071000 6575 Admin - Printing CHECK 495851 TOTAL: 656.74 495852 05/24/2024 PRTD 134673 TOTAL MECHANICAL SYSTEMS INC S10338 04/25/2024 20240524 4,453.75 Invoice: S10338 Braemar Arena-south cooling tower leak 4,453.75 55055001 6180 Bldg/Grnds - Rep&Maint TOTAL MECHANICAL SYSTEMS INC PM5248 05/01/2024 20240524 1,257.18 Invoice: PM5248 1,257.18 55055001 6230 Bldg/Grnds - SrvCntrcts CHECK 495852 TOTAL: 5,710.93 495853 05/24/2024 PRTD 161005 TOTAL TOOL SUPPLY INC 01624502 04/30/2024 20240524 5,008.67 Invoice: 01624502 5,008.67 59059003 6530 Wat Distr - ReprParts CHECK 495853 TOTAL: 5,008.67 495854 05/24/2024 PRTD 103982 TRAFFIC CONTROL CORPORATION 150626 04/30/2024 22400020 20240524 1,480.00 Invoice: 150626 1,480.00 15415403 6180 Trfc Signl - Rep&Maint TRAFFIC CONTROL CORPORATION 150676 04/30/2024 22400020 20240524 31,962.00 Invoice: 150676 76th & Centennial Lakes Traffic Control Cabinet 31,962.00 40700000 6710 PW CP - Cap Other City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: 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 495854 TOTAL: 33,442.00 495855 05/24/2024 PRTD 160236 TRUE FABRICATIONS INC 1386188 04/24/2024 20240524 103.92 Invoice: 1386188 103.92 5800 1355 Liquor BS - Inv Misc CHECK 495855 TOTAL: 103.92 495856 05/24/2024 PRTD 160648 UNIFIRST CORPORATION 1410057110 04/29/2024 20240524 44.13 Invoice: 1410057110 44.13 14014001 6201 Gen Mntce - Laundry UNIFIRST CORPORATION 1410057107 04/29/2024 20240524 11.93 Invoice: 1410057107 11.93 17017006 6201 Bldg Maint - Laundry UNIFIRST CORPORATION 1410057109 04/29/2024 20240524 65.99 Invoice: 1410057109 65.99 63063001 6201 PW Fac - Laundry UNIFIRST CORPORATION 1410057111 04/29/2024 20240524 35.74 Invoice: 1410057111 35.74 61061004 6201 PW Equip - Laundry UNIFIRST CORPORATION 1410057106 04/29/2024 20240524 35.10 Invoice: 1410057106 35.10 59059001 6201 Wat GB - Laundry CHECK 495856 TOTAL: 192.89 495857 05/24/2024 PRTD 145567 UNMAPPED BREWING COMPANY LLC E-3620 05/09/2024 20240524 242.00 Invoice: E-3620 242.00 5800 1354 Liquor BS - Inv Beer UNMAPPED BREWING COMPANY LLC E-3619 05/09/2024 20240524 298.00 Invoice: E-3619 298.00 5800 1354 Liquor BS - Inv Beer CHECK 495857 TOTAL: 540.00 495858 05/24/2024 PRTD 160770 LAURA M BREDEMUS 77782 04/24/2024 20240524 408.54 Invoice: 77782 392.00 52005200 1356 Course BS - Inventory 16.54 52052006 5510 Ret Sales - CGS CHECK 495858 TOTAL: 408.54 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: 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 495859 05/24/2024 PRTD 140954 URBAN GROWLER BREWING COMPANY E-36303 05/09/2024 20240524 154.00 Invoice: E-36303 154.00 5800 1354 Liquor BS - Inv Beer CHECK 495859 TOTAL: 154.00 495860 05/24/2024 PRTD 101058 VAN PAPER COMPANY 070375 04/29/2024 20240524 629.21 Invoice: 070375 garbage bags, etc 629.21 52052005 6511 Clubhouse - SupCustod VAN PAPER COMPANY 070600 05/01/2024 20240524 -100.54 Invoice: 070600 -100.54 58258201 6406 Grnd Sell - SupOther CHECK 495860 TOTAL: 528.67 495861 05/24/2024 PRTD 144209 VENN BREWING COMPANY LLC 6328 05/08/2024 20240524 204.00 Invoice: 6328 204.00 5800 1354 Liquor BS - Inv Beer VENN BREWING COMPANY LLC 6327 05/08/2024 20240524 620.00 Invoice: 6327 620.00 5800 1356 Liquor BS - Inventory THC Bev VENN BREWING COMPANY LLC 6326 05/08/2024 20240524 661.00 Invoice: 6326 661.00 5800 1354 Liquor BS - Inv Beer CHECK 495861 TOTAL: 1,485.00 495862 05/24/2024 PRTD 160968 VERIFIED HOLDINGS LLC 351818 03/31/2024 20240524 1,980.00 Invoice: 351818 1,980.00 10910900 6105 HR Gen - Dues&Sub VERIFIED HOLDINGS LLC 352650 04/30/2024 20240524 1,806.00 Invoice: 352650 1,806.00 10910900 6105 HR Gen - Dues&Sub CHECK 495862 TOTAL: 3,786.00 495863 05/24/2024 PRTD 101063 VERSATILE VEHICLES 115457 04/26/2024 20240524 271.82 Invoice: 115457 271.82 52052000 6530 Golf Gen - ReprParts CHECK 495863 TOTAL: 271.82 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: 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 495864 05/24/2024 PRTD 101064 VESSCO INC 093704 03/27/2024 20240524 1,632.38 Invoice: 093704 1,632.38 59059005 6530 Wat Treat - ReprParts CHECK 495864 TOTAL: 1,632.38 495865 05/24/2024 PRTD 151441 VESTIS 2500447110 04/30/2024 20240524 279.99 Invoice: 2500447110 279.99 58258200 6162 Grnd AdGe - CustodSvs VESTIS 2500447124 04/30/2024 20240524 159.46 Invoice: 2500447124 159.46 58158100 6162 Sthdl AdGe - CustodSvs CHECK 495865 TOTAL: 439.45 495866 05/24/2024 PRTD 101066 VIKING ELECTRIC SUPPLY S007970837.001 04/29/2024 20240524 870.72 Invoice: S007970837.001 870.72 57057001 6180 CLP Park - Rep&Maint CHECK 495866 TOTAL: 870.72 495867 05/24/2024 PRTD 119454 VINOCOPIA INC 0350721-IN 05/09/2024 20240524 2,050.25 Invoice: 0350721-IN 26.25 58058001 5513 50th Sell - CGS Wine 2,024.00 5800 1353 Liquor BS - Inv Wine VINOCOPIA INC 0350732-IN 05/09/2024 20240524 804.25 Invoice: 0350732-IN 6.25 58158101 5512 Sthdl Sell - CGS Liq 798.00 5800 1352 Liquor BS - Inv Liq VINOCOPIA INC 0350731-IN 05/09/2024 20240524 158.50 Invoice: 0350731-IN 2.50 58158101 5515 Sthdl Sell - CGS Other 156.00 5800 1355 Liquor BS - Inv Misc VINOCOPIA INC 0350733-IN 05/09/2024 20240524 1,052.50 Invoice: 0350733-IN 12.50 58158101 5513 Sthdl Sell - CGS Wine 1,040.00 5800 1353 Liquor BS - Inv Wine VINOCOPIA INC 0350718-IN 05/09/2024 20240524 1,073.00 Invoice: 0350718-IN 6.25 58258201 5512 Grnd Sell - CGS Liq 1,066.75 5800 1352 Liquor BS - Inv Liq VINOCOPIA INC 0350717-IN 05/09/2024 20240524 2,820.75 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: 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 Invoice: 0350717-IN 28.75 58258201 5513 Grnd Sell - CGS Wine 2,792.00 5800 1353 Liquor BS - Inv Wine CHECK 495867 TOTAL: 7,959.25 495868 05/24/2024 PRTD 120627 VISTAR 71821840 04/26/2024 20240524 1,173.98 Invoice: 71821840 1,173.98 55055002 5510 Concession - CGS CHECK 495868 TOTAL: 1,173.98 495869 05/24/2024 PRTD 160685 WAGGLE GOLF 22683 04/16/2024 20240524 1,263.00 Invoice: 22683 1,248.00 52005200 1356 Course BS - Inventory 15.00 52052006 5510 Ret Sales - CGS CHECK 495869 TOTAL: 1,263.00 495870 05/24/2024 PRTD 130574 WATSON COMPANY 141532 04/25/2024 20240524 588.98 Invoice: 141532 588.98 55055002 5510 Concession - CGS CHECK 495870 TOTAL: 588.98 495871 05/24/2024 PRTD 160537 WEX HEALTH INC 0001949438 04/30/2024 20240524 1,022.75 Invoice: 0001949438 04-2024 WEX Invoice 1,022.75 10910900 6160 HR Gen - Sftwr&Data CHECK 495871 TOTAL: 1,022.75 495872 05/24/2024 PRTD 101033 WINE COMPANY 267069 05/08/2024 20240524 2,176.00 Invoice: 267069 34.00 58258201 5513 Grnd Sell - CGS Wine 2,142.00 5800 1353 Liquor BS - Inv Wine WINE COMPANY 267066 05/08/2024 20240524 2,457.00 Invoice: 267066 42.00 58158101 5513 Sthdl Sell - CGS Wine 2,415.00 5800 1353 Liquor BS - Inv Wine WINE COMPANY 267068 05/08/2024 20240524 114.00 Invoice: 267068 2.00 58158101 5515 Sthdl Sell - CGS Other 112.00 5800 1355 Liquor BS - Inv Misc WINE COMPANY 267070 05/08/2024 20240524 1,834.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: MSchauerProgram ID: apcshdsb Page 54 CASH ACCOUNT: 9999 1012 Control BS - CashAP CHECK NO CHK DATE TYPE VENDOR NAME INVOICE INV DATE PO CHECK RUN NET INVOICE DTL DESC Invoice: 267070 30.00 58058001 5513 50th Sell - CGS Wine 1,804.00 5800 1353 Liquor BS - Inv Wine WINE COMPANY 267071 05/08/2024 20240524 168.00 Invoice: 267071 2.00 58158101 5512 Sthdl Sell - CGS Liq 166.00 5800 1352 Liquor BS - Inv Liq WINE COMPANY 267345 05/09/2024 20240524 112.00 Invoice: 267345 112.00 5800 1355 Liquor BS - Inv Misc CHECK 495872 TOTAL: 6,861.00 495873 05/24/2024 PRTD 144412 WINEBOW MN00147722 05/09/2024 20240524 84.00 Invoice: MN00147722 84.00 5800 1352 Liquor BS - Inv Liq WINEBOW MN00147721 05/09/2024 20240524 324.00 Invoice: MN00147721 324.00 5800 1353 Liquor BS - Inv Wine WINEBOW MN00147719 05/09/2024 20240524 289.00 Invoice: MN00147719 289.00 5800 1353 Liquor BS - Inv Wine WINEBOW MN00147720 05/09/2024 20240524 90.00 Invoice: MN00147720 90.00 5800 1355 Liquor BS - Inv Misc WINEBOW MN00147748 05/09/2024 20240524 558.00 Invoice: MN00147748 558.00 5800 1353 Liquor BS - Inv Wine CHECK 495873 TOTAL: 1,345.00 495874 05/24/2024 PRTD 160680 WM MUELLER & SONS INC 298303 04/25/2024 20240524 1,118.40 Invoice: 298303 1,118.40 14014004 6518 Pothole Pa - Blacktop CHECK 495874 TOTAL: 1,118.40 495875 05/24/2024 PRTD 142162 WOODEN HILL BREWING COMPANY LLC 5121 05/09/2024 20240524 407.40 Invoice: 5121 407.40 5800 1354 Liquor BS - Inv Beer WOODEN HILL BREWING COMPANY LLC 5120 05/09/2024 20240524 445.50 Invoice: 5120 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: 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 445.50 5800 1354 Liquor BS - Inv Beer CHECK 495875 TOTAL: 852.90 495876 05/24/2024 PRTD 105740 WSB & ASSOCIATES R-022715-000 - 12 04/26/2024 22300017 20240524 7,238.50 Invoice: R-022715-000 - 12 Braemar Park Courtney Fields Planning Services 7,238.50 E P&R23207.DESIGN&BID. . 40900000 6710 P&R CP - Cap Other WSB & ASSOCIATES R-023788-000 - 5 04/26/2024 22300046 20240524 734.50 Invoice: R-023788-000 - 5 Arneson Acres ADA trail design services 734.50 40900000 6710 P&R CP - Cap Other WSB & ASSOCIATES R-024715-000 - 1 04/29/2024 20240524 132.00 Invoice: R-024715-000 - 1 2024 Arrowhead Lake Goldfish Assessment 132.00 59259205 6103 Stm EngSrv - Prof Svrs CHECK 495876 TOTAL: 8,105.00 NUMBER OF CHECKS 224 *** CASH ACCOUNT TOTAL *** 2,168,431.72 COUNT AMOUNT TOTAL PRINTED CHECKS 223 2,161,051.27 TOTAL WIRE TRANSFERS 1 7,380.45 *** GRAND TOTAL *** 2,168,431.72 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: MSchauerProgram ID: apcshdsb Page 56 JOURNAL ENTRIES TO BE CREATED CLERK: MSchauer YEAR PER JNL SRC ACCOUNT ACCOUNT DESC T OB DEBIT CREDIT EFF DATE JNL DESC REF 1 REF 2 REF 3 LINE DESC 2024 5 1629APP 1000-2010 GF Bal Sh - Accts Pay 290,558.34 05/24/2024 20240524 MAS AP CASH DISBURSEMENTS JOURNAL APP 9999-1012 Control BS - CashAP 2,168,431.72 05/24/2024 20240524 MAS AP CASH DISBURSEMENTS JOURNAL APP 52005200-2010 Course BS - Accts Pay 38,104.64 05/24/2024 20240524 MAS AP CASH DISBURSEMENTS JOURNAL APP 5800-2010 Liquor BS - Accts Pay 153,280.07 05/24/2024 20240524 MAS AP CASH DISBURSEMENTS JOURNAL APP 5100-2010 Art BalSh - Accts Pay 146.91 05/24/2024 20240524 MAS AP CASH DISBURSEMENTS JOURNAL APP 6100-2010 Equ Op BS - Accts Pay 8,034.22 05/24/2024 20240524 MAS AP CASH DISBURSEMENTS JOURNAL APP 5700-2010 Cent Lk BS - Accts Pay 8,802.48 05/24/2024 20240524 MAS AP CASH DISBURSEMENTS JOURNAL APP 6300-2010 FacMgmt BS - Accts Pay 9,147.56 05/24/2024 20240524 MAS AP CASH DISBURSEMENTS JOURNAL APP 2300-2010 PACS BalSh - Accts Pay 32,253.50 05/24/2024 20240524 MAS AP CASH DISBURSEMENTS JOURNAL APP 59005910-2010 Sew BS - Accts Pay 5,927.54 05/24/2024 20240524 MAS AP CASH DISBURSEMENTS JOURNAL APP 59005900-2010 Wat BS - Accts Pay 53,553.33 05/24/2024 20240524 MAS AP CASH DISBURSEMENTS JOURNAL APP 4000-2010 Cap Prj BS - Accts Pay 101,563.19 05/24/2024 20240524 MAS AP CASH DISBURSEMENTS JOURNAL APP 2500-2010 CAS BalSh - Accts Pay 36,669.58 05/24/2024 20240524 MAS AP CASH DISBURSEMENTS JOURNAL APP 6200-2010 I.T. BalSh - Accts Pay 1,282.77 05/24/2024 20240524 MAS AP CASH DISBURSEMENTS JOURNAL APP 9000-2010 Payroll BS - Accts Pay 1,071,937.69 05/24/2024 20240524 MAS AP CASH DISBURSEMENTS JOURNAL APP 5500-2010 Arena BS - Accts Pay 13,143.26 05/24/2024 20240524 MAS AP CASH DISBURSEMENTS JOURNAL APP 52005210-2010 Dome BS - Accts Pay 76.73 05/24/2024 20240524 MAS AP CASH DISBURSEMENTS JOURNAL APP 5400-2010 EdinPrk BS - Accts Pay 3,512.60 05/24/2024 20240524 MAS AP CASH DISBURSEMENTS JOURNAL APP 5300-2010 Aqu Ctr BS - Accts Pay 16,970.26 05/24/2024 20240524 MAS AP CASH DISBURSEMENTS JOURNAL APP 5600-2010 Field BS - Accts Pay 382.09 05/24/2024 20240524 MAS AP CASH DISBURSEMENTS JOURNAL APP 59005930-2010 Rec BS - Accts Pay 91.02 05/24/2024 20240524 MAS AP CASH DISBURSEMENTS JOURNAL APP 26026000-2010 HRA Admin - Accts Pay 31,250.00 05/24/2024 20240524 MAS AP CASH DISBURSEMENTS JOURNAL APP 59005920-2010 Stm BS - Accts Pay 10,307.97 05/24/2024 20240524 MAS AP CASH DISBURSEMENTS JOURNAL APP 6000-2010 Rsk Mg BS - Accts Pay 48,585.32 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: MSchauerProgram ID: apcshdsb Page 57 JOURNAL ENTRIES TO BE CREATED YEAR PER JNL SRC ACCOUNT ACCOUNT DESC T OB DEBIT CREDIT EFF DATE JNL DESC REF 1 REF 2 REF 3 LINE DESC 05/24/2024 20240524 MAS AP CASH DISBURSEMENTS JOURNAL APP 4200-2010 EquRep BS - Accts Pay 98,557.43 05/24/2024 20240524 MAS AP CASH DISBURSEMENTS JOURNAL APP 7100-2010 PSTF BS - Accts Pay 813.32 05/24/2024 20240524 MAS AP CASH DISBURSEMENTS JOURNAL APP 4400-2010 PIR CP BS - Accts Pay 816.68 05/24/2024 20240524 MAS AP CASH DISBURSEMENTS JOURNAL APP 21002100-2010 E911 BS - Accts Pay 800.00 05/24/2024 20240524 MAS AP CASH DISBURSEMENTS JOURNAL APP 7200-2010 MNTF1 BS - Accts Pay 1,345.00 05/24/2024 20240524 MAS AP CASH DISBURSEMENTS JOURNAL APP 26126106-2010 Grnd 2 TIF - Accts Pay 437.28 05/24/2024 20240524 MAS AP CASH DISBURSEMENTS JOURNAL APP 26126114-2010 EdenWil TIF - Accts Pay 10,816.91 05/24/2024 20240524 MAS AP CASH DISBURSEMENTS JOURNAL APP 4600-2010 MSA BS - Accts Pay 119,264.03 05/24/2024 20240524 MAS AP CASH DISBURSEMENTS JOURNAL GENERAL LEDGER TOTAL 2,168,431.72 2,168,431.72 APP 9999-2099 Control BS - PoolCashL 2,168,431.72 05/24/2024 20240524 MAS APP 1000-1010 GF Bal Sh - Cash 290,558.34 05/24/2024 20240524 MAS APP 52005200-1010 Course BS - Cash 38,104.64 05/24/2024 20240524 MAS APP 5800-1010 Liquor BS - Cash 153,280.07 05/24/2024 20240524 MAS APP 5100-1010 Art BalSh - Cash 146.91 05/24/2024 20240524 MAS APP 6100-1010 Equ Op BS - Cash 8,034.22 05/24/2024 20240524 MAS APP 5700-1010 Cent Lk BS - Cash 8,802.48 05/24/2024 20240524 MAS APP 6300-1010 FacMgmt BS - Cash 9,147.56 05/24/2024 20240524 MAS APP 2300-1010 PACS BalSh - Cash 32,253.50 05/24/2024 20240524 MAS APP 59005910-1010 Sew BS - Cash 5,927.54 05/24/2024 20240524 MAS APP 59005900-1010 Wat BS - Cash 53,553.33 05/24/2024 20240524 MAS APP 4000-1010 Cap Prj BS - Cash 101,563.19 05/24/2024 20240524 MAS APP 2500-1010 CAS BalSh - Cash 36,669.58 05/24/2024 20240524 MAS APP 6200-1010 I.T. BalSh - Cash 1,282.77 05/24/2024 20240524 MAS City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: 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 APP 9000-1010 Payroll BS - Cash 1,071,937.69 05/24/2024 20240524 MAS APP 5500-1010 Arena BS - Cash 13,143.26 05/24/2024 20240524 MAS APP 52005210-1010 Dome BS - Cash 76.73 05/24/2024 20240524 MAS APP 5400-1010 EdinPrk BS - Cash 3,512.60 05/24/2024 20240524 MAS APP 5300-1010 Aqu Ctr BS - Cash 16,970.26 05/24/2024 20240524 MAS APP 5600-1010 Field BS - Cash 382.09 05/24/2024 20240524 MAS APP 59005930-1010 Rec BS - Cash 91.02 05/24/2024 20240524 MAS APP 26026000-1010 HRA Admin - Cash 31,250.00 05/24/2024 20240524 MAS APP 59005920-1010 Stm BS - Cash 10,307.97 05/24/2024 20240524 MAS APP 6000-1010 Rsk Mg BS - Cash 48,585.32 05/24/2024 20240524 MAS APP 4200-1010 EquRep BS - Cash 98,557.43 05/24/2024 20240524 MAS APP 7100-1010 PSTF BS - Cash 813.32 05/24/2024 20240524 MAS APP 4400-1010 PIR CP BS - Cash 816.68 05/24/2024 20240524 MAS APP 21002100-1010 E911 BS - Cash 800.00 05/24/2024 20240524 MAS APP 7200-1010 MNTF1 BS - Cash 1,345.00 05/24/2024 20240524 MAS APP 26126106-1010 Grnd 2 TIF - Cash 437.28 05/24/2024 20240524 MAS APP 26126114-1010 EdenWil TIF - Cash 10,816.91 05/24/2024 20240524 MAS APP 4600-1010 MSA BS - Cash 119,264.03 05/24/2024 20240524 MAS SYSTEM GENERATED ENTRIES TOTAL 2,168,431.72 2,168,431.72 JOURNAL 2024/05/1629 TOTAL 4,336,863.44 4,336,863.44 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: MSchauerProgram ID: apcshdsb Page 59 JOURNAL ENTRIES TO BE CREATED FUND BALANCE SEG YEAR PER JNL EFF DATE DEBIT CREDIT ACCOUNT ACCOUNT DESCRIPTION 1000 General 2024 5 1629 05/24/2024 1000-1010 GF Bal Sh - Cash 290,558.34 1000-2010 GF Bal Sh - Accts Pay 290,558.34 TOTAL 290,558.34 290,558.34 FUND TOTAL 290,558.34 290,558.34 2100 2100 Police SR /Emergency 2024 5 1629 05/24/2024 21002100-1010 E911 BS - Cash 800.00 21002100-2010 E911 BS - Accts Pay 800.00 FUND TOTAL 800.00 800.00 2300 Pedestrian and Cyclist Safety 2024 5 1629 05/24/2024 2300-1010 PACS BalSh - Cash 32,253.50 2300-2010 PACS BalSh - Accts Pay 32,253.50 FUND TOTAL 32,253.50 32,253.50 2500 Conservation & Sustainability 2024 5 1629 05/24/2024 2500-1010 CAS BalSh - Cash 36,669.58 2500-2010 CAS BalSh - Accts Pay 36,669.58 TOTAL 36,669.58 36,669.58 FUND TOTAL 36,669.58 36,669.58 2600 26000 HRA /HRA Admini 2024 5 1629 05/24/2024 26026000-1010 HRA Admin - Cash 31,250.00 26026000-2010 HRA Admin - Accts Pay 31,250.00 26000 TOTAL 31,250.00 31,250.00 2600 26106 HRA /Grandview 2024 5 1629 05/24/2024 26126106-1010 Grnd 2 TIF - Cash 437.28 26126106-2010 Grnd 2 TIF - Accts Pay 437.28 26106 TOTAL 437.28 437.28 2600 26114 HRA /Eden Wilso 2024 5 1629 05/24/2024 26126114-1010 EdenWil TIF - Cash 10,816.91 26126114-2010 EdenWil TIF - Accts Pay 10,816.91 FUND TOTAL 42,504.19 42,504.19 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: MSchauerProgram ID: apcshdsb Page 60 JOURNAL ENTRIES TO BE CREATED FUND BALANCE SEG YEAR PER JNL EFF DATE DEBIT CREDIT ACCOUNT ACCOUNT DESCRIPTION 4000 Capital Projects 2024 5 1629 05/24/2024 4000-1010 Cap Prj BS - Cash 101,563.19 4000-2010 Cap Prj BS - Accts Pay 101,563.19 FUND TOTAL 101,563.19 101,563.19 4200 Equipment Replacement 2024 5 1629 05/24/2024 4200-1010 EquRep BS - Cash 98,557.43 4200-2010 EquRep BS - Accts Pay 98,557.43 FUND TOTAL 98,557.43 98,557.43 4400 PIR Capital Projects 2024 5 1629 05/24/2024 4400-1010 PIR CP BS - Cash 816.68 4400-2010 PIR CP BS - Accts Pay 816.68 FUND TOTAL 816.68 816.68 4600 MSA tracking 2024 5 1629 05/24/2024 4600-1010 MSA BS - Cash 119,264.03 4600-2010 MSA BS - Accts Pay 119,264.03 FUND TOTAL 119,264.03 119,264.03 5100 Art Center 2024 5 1629 05/24/2024 5100-1010 Art BalSh - Cash 146.91 5100-2010 Art BalSh - Accts Pay 146.91 TOTAL 146.91 146.91 FUND TOTAL 146.91 146.91 5200 5200 Golf /Braemar Go 2024 5 1629 05/24/2024 52005200-1010 Course BS - Cash 38,104.64 52005200-2010 Course BS - Accts Pay 38,104.64 5200 TOTAL 38,104.64 38,104.64 5200 5210 Golf /Braemar Go 2024 5 1629 05/24/2024 52005210-1010 Dome BS - Cash 76.73 52005210-2010 Dome BS - Accts Pay 76.73 FUND TOTAL 38,181.37 38,181.37 5300 Aquatic Center 2024 5 1629 05/24/2024 5300-1010 Aqu Ctr BS - Cash 16,970.26 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: MSchauerProgram ID: apcshdsb Page 61 JOURNAL ENTRIES TO BE CREATED FUND BALANCE SEG YEAR PER JNL EFF DATE DEBIT CREDIT ACCOUNT ACCOUNT DESCRIPTION 5300-2010 Aqu Ctr BS - Accts Pay 16,970.26 FUND TOTAL 16,970.26 16,970.26 5400 Edinborough Park 2024 5 1629 05/24/2024 5400-1010 EdinPrk BS - Cash 3,512.60 5400-2010 EdinPrk BS - Accts Pay 3,512.60 FUND TOTAL 3,512.60 3,512.60 5500 Braemar Arena 2024 5 1629 05/24/2024 5500-1010 Arena BS - Cash 13,143.26 5500-2010 Arena BS - Accts Pay 13,143.26 FUND TOTAL 13,143.26 13,143.26 5600 Braemar Field 2024 5 1629 05/24/2024 5600-1010 Field BS - Cash 382.09 5600-2010 Field BS - Accts Pay 382.09 FUND TOTAL 382.09 382.09 5700 Centennial Lakes 2024 5 1629 05/24/2024 5700-1010 Cent Lk BS - Cash 8,802.48 5700-2010 Cent Lk BS - Accts Pay 8,802.48 FUND TOTAL 8,802.48 8,802.48 5800 Liquor 2024 5 1629 05/24/2024 5800-1010 Liquor BS - Cash 153,280.07 5800-2010 Liquor BS - Accts Pay 153,280.07 TOTAL 153,280.07 153,280.07 FUND TOTAL 153,280.07 153,280.07 5900 5900 Utl Fund /Water 2024 5 1629 05/24/2024 59005900-1010 Wat BS - Cash 53,553.33 59005900-2010 Wat BS - Accts Pay 53,553.33 5900 TOTAL 53,553.33 53,553.33 5900 5910 Utl Fund /Sanitary S 2024 5 1629 05/24/2024 59005910-1010 Sew BS - Cash 5,927.54 59005910-2010 Sew BS - Accts Pay 5,927.54 5910 TOTAL 5,927.54 5,927.54 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: MSchauerProgram ID: apcshdsb Page 62 JOURNAL ENTRIES TO BE CREATED FUND BALANCE SEG YEAR PER JNL EFF DATE DEBIT CREDIT ACCOUNT ACCOUNT DESCRIPTION 5900 5920 Utl Fund /Storm Sewe 2024 5 1629 05/24/2024 59005920-1010 Stm BS - Cash 10,307.97 59005920-2010 Stm BS - Accts Pay 10,307.97 5920 TOTAL 10,307.97 10,307.97 5900 5930 Utl Fund /Recycling 2024 5 1629 05/24/2024 59005930-1010 Rec BS - Cash 91.02 59005930-2010 Rec BS - Accts Pay 91.02 FUND TOTAL 69,879.86 69,879.86 6000 Risk Management 2024 5 1629 05/24/2024 6000-1010 Rsk Mg BS - Cash 48,585.32 6000-2010 Rsk Mg BS - Accts Pay 48,585.32 FUND TOTAL 48,585.32 48,585.32 6100 Equipment Operations 2024 5 1629 05/24/2024 6100-1010 Equ Op BS - Cash 8,034.22 6100-2010 Equ Op BS - Accts Pay 8,034.22 FUND TOTAL 8,034.22 8,034.22 6200 Information Technology 2024 5 1629 05/24/2024 6200-1010 I.T. BalSh - Cash 1,282.77 6200-2010 I.T. BalSh - Accts Pay 1,282.77 FUND TOTAL 1,282.77 1,282.77 6300 Facilities Management 2024 5 1629 05/24/2024 6300-1010 FacMgmt BS - Cash 9,147.56 6300-2010 FacMgmt BS - Accts Pay 9,147.56 FUND TOTAL 9,147.56 9,147.56 7100 PS Training Facility 2024 5 1629 05/24/2024 7100-1010 PSTF BS - Cash 813.32 7100-2010 PSTF BS - Accts Pay 813.32 FUND TOTAL 813.32 813.32 7200 MN Task Force 1 2024 5 1629 05/24/2024 7200-1010 MNTF1 BS - Cash 1,345.00 7200-2010 MNTF1 BS - Accts Pay 1,345.00 City of Edina, MN A/P CASH DISBURSEMENTS JOURNAL Report generated: 05/23/2024 13:59User: MSchauerProgram ID: apcshdsb Page 63 JOURNAL ENTRIES TO BE CREATED FUND BALANCE SEG YEAR PER JNL EFF DATE DEBIT CREDIT ACCOUNT ACCOUNT DESCRIPTION FUND TOTAL 1,345.00 1,345.00 9000 Payroll 2024 5 1629 05/24/2024 9000-1010 Payroll BS - Cash 1,071,937.69 9000-2010 Payroll BS - Accts Pay 1,071,937.69 FUND TOTAL 1,071,937.69 1,071,937.69 9999 Pooled Cash Fund 2024 5 1629 05/24/2024 9999-1012 Control BS - CashAP 2,168,431.72 9999-2099 Control BS - PoolCashL 2,168,431.72 FUND TOTAL 2,168,431.72 2,168,431.72 Date: June 4, 2024 Agenda Item #: VI.C. To:Mayor and City Council Item Type: Report / Recommendation From:Pa Thao, Finance Director Item Activity: Subject:Resolution No. 2024-37: Providing for the Sale of up to $32,730,000 General Obligation Bonds Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Resolution No. 2024-37 providing for the sale of up to $32,730,000 General Obligation Bonds, Series 2024A. INTRODUCTION: This bond issuance for 2024 will finance various street improvement projects, sewer and storm sewer improvements, capital improvements, and public improvements supporting the Eden Willson Redevelopment Tax Increment Financing District : $17.5 million for Fire Station #2 $3 million for the street reconstruction and associated storm water work of Southdale B, Concord B, and Concord C. $6.6 million for sewer and storm utility projects $5.4 million for Eden Wilson Redevelopment TIF projects Following Council approval, City staff and Ehlers will prepare documents for the debt issuance, conduct bond rating agency presentations, and accept and open bids. T he results of the bond sale will be presented to the City Council at the July 16, 2024 meeting ATTACHMENTS: Description Resolution No. 2024-37: Providing for the Sale of up to $32,730,000 G.O. Bonds Resolution No. 2024-37 G.O. Bonds Presentation CERTIFICATION OF MINUTES RELATING TO GENERAL OBLIGATION BONDS, SERIES 2024A Issuer: City of Edina, Minnesota Governing Body: City Council Kind, date, time and place of meeting: A regular meeting held on June 4, 2024, at 7:00 p.m., at the City Hall in Edina, Minnesota. Members present: Members absent: Documents Attached: Minutes of said meeting (pages): RESOLUTION NO. 2024-37 RESOLUTION AUTHORIZING ISSUANCE AND SALE OF GENERAL OBLIGATION BONDS, SERIES 2024A I, the undersigned, being the duly qualified and acting recording officer of the public corporation issuing the bonds referred to in the title of this certificate, certify that the documents attached hereto, as described above, have been carefully compared with the original records of said corporation in my legal custody, from which they have been transcribed; that said documents are a correct and complete transcript of the minutes of a meeting of the governing body of said corporation, and correct and complete copies of all resolutions and other actions taken and of all documents approved by the governing body at said meeting, so far as they relate to said bonds; and that said meeting was duly held by the governing body at the time and place and was attended throughout by the members indicated above, pursuant to call and notice of such meeting given as required by law. WITNESS my hand officially as such recording officer on June ____, 2024. (SEAL) _________________________________________ Sharon Allison, City Clerk Councilmember _____________ introduced the following resolution and moved its adoption, which motion was seconded by Councilmember ______________: RESOLUTION NO. 2024-37 RESOLUTION AUTHORIZING ISSUANCE AND SALE OF GENERAL OBLIGATION BONDS, SERIES 2024A BE IT RESOLVED by the City Council (the “Council”) of the City of Edina, Minnesota (the “City”), as follows: Section 1. Authorization; Purpose. It is hereby determined to be in the best interests of the City to issue its General Obligation Bonds, Series 2024A, pursuant to Minnesota Statutes, Chapters 429 and 475 and Sections 444.075, 469.178, and 475.521 (the “Bonds”), for the purpose of financing various street improvement projects, sewer and storm sewer improvements, capital improvements, and public improvements supporting the Eden Willson Redevelopment Tax Increment Financing District (the “Projects”) and paying costs of issuance of the Bonds. Section 2. Municipal Advisor. The City has retained Ehlers & Associates, Inc. in Roseville, Minnesota (“Ehlers”), as its independent municipal advisor. Ehlers is hereby authorized, pursuant to Minnesota Statutes, Section 475.60, Subdivision 2, paragraph (9), to solicit bids for the Bonds on behalf of the City on a competitive basis without requirement of published notice. Section 3. Adjustment of Principal Amount of Bonds. The principal amount of the Bond issue shall be adjusted in accordance with staff recommendations upon receipt of bids for the financed Projects, provided that the principal amount shall be approximately $32,730,000. Section 4. Award and Sale. The City Council shall meet on July 16, 2024, at 7:00 p.m., or such other time deemed acceptable to the Council, for the purpose of considering sealed bids for the purchase of the Bonds and of taking such action thereon as may be in the best interest of the City. Section 5. Official Statement. In connection with said sale, the officers or employees of the City are hereby authorized to cooperate with Ehlers and participate in the preparation of an official statement for the Bonds and to execute and deliver it on behalf of the City upon its completion. Adopted this 4th day of June, 2024. James Hovland, Mayor Attest: Sharon Allison, City Clerk The motion for the adoption of the foregoing resolution was duly seconded by Councilmember ______________________ and upon vote being taken thereon, the following voted in favor thereof: and the following voted against the same: whereupon said resolution was declared duly passed and adopted. EdinaMN.gov General Obligation Bonds, Series 2024A Resolution No. 2024-37 June 4, 2024 2024A Bonds Issue –Preliminary Authorization •$32,730,000 estimated bonding amount for: •$3,145,000 for Southdale B, Concord B, and Concord C Recon Projects •Repaid by Special Assessments •$2,125,000 for Sewer Utility projects, and •$4,540,000 for Stormwater Utility projects •Repaid by net revenues of the corresponding utility funds •$17,510,000 for Fire Station #2’s ‘24 construction costs •Repaid by dedicated tax levy starting in 2025 •$5,410,000 for public roadway projects supporting redevelopment •Repaid by Eden / Willson Redevelopment TIF District revenues 2024A Bonds –$5.4 million TIF Portion •Use of Funds: •Public roadway traffic safety enhancements surrounding the redevelopment of the old Perkins site into the Maison Green mixed-use development •$2,000,000 for Eden / Grange roundabouts •$2.5 million total construction in 2023. Temporarily funded by loans from Construction Fund and Centennial Lakes TIF Fund. •$500,000 Loan from Centennial Lakes TIF Fund will remain •$3,211,002 for 50th Street –Grange to East of Dale improvements •Contract awarded. Construction in 2024. Eden / Willson Redevelopment TIF District •Purpose of TIF: financing to help facilitate the private redevelopment of the old Perkins Site and supporting public improvements •$86.3 million Maison Green project substantially complete, expect HRA to issue a $5.1 million TIF Note in ’24 •TIF Note reimburses private development expenditures for demolition, public parking, public realm improvement, and stormwater management •Enables public roadway projects •TIF revenue collections scheduled to start in 2025 and continue to 2050 •TIF Note repaid by 70% of Tax Increment collections until retired (~10 yrs) •Bonds and remaining Centennial Loan will be repaid by remaining tax increment from the TIF District Date: June 4, 2024 Agenda Item #: VI.D. To:Mayor and City Council Item Type: Report / Recommendation From:Perry Vetter, Parks & Recreation Director Item Activity: Subject:Special Project Request Public Engagement Plan for Edina Girls Fastpitch Association Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve public engagement plan for gathering feedback on the Edina Girls Fastpitch Association special project request at Pamela Park. INTRODUCTION: The Edina Girls Fastpitch Association (EGFA) has submitted a special project proposal for adding diamond field lighting for fields 1, 2, and 3 at Pamela Park and presented at the May 13th Parks and Recreation Commission meeting to introduce their request. T he association, represented by Vice P resident Mike Ganley prepared a proposal that addressed questions from the community member portion of our special projects request policy. Edina Girls Fastpitch Association currently shares use of two regulation softball fields with Edina High School’s Hornets Softball for games or tournaments at P amela Park. Pamela Park is the home field for Edina High School games. All fields at the park have amenities such as dugouts, fencing, and scoreboards. The applicants request and proposal outlines the association’s identified needs and justifications. The Parks and Recreation Commission was supportive of beginning engagement and staff recommends using the Consult level for this request. For this level, the public participation goal would be to obtain public feedback on analysis, alternatives and/or decisions. The promise to the public is we will keep them informed, listen to and acknowledge concerns and aspirations, and provide feedback on how public input influenced the decision. Attached is the May 13, 2024 special project request from the EGFA and the staff report that the P ark and Recreation Commission reviewed. ATTACHMENTS: Description Public Participation Plan - Edina Girls Fastpitch Association May 13, 2024 Park & Recreation Commission Staff Report PUBLIC PARTICIPATION PLAN I TREE PROTECTION ORDINANCE I CITY OF EDINA 1 PUBLIC PARTICIPATION PLAN EXTERNAL SPECIAL PROJECT REQUESTS Plan Purpose Listen, learn, and have a dialogue with the community. Test ideas, concepts, and develop solutions. Decision Pamela Park new softball field lighting Participation Level: Consult Promise to the Public We will listen to and keep the public informed, acknowledge concerns, and address any impact to the public. We will work to ensure that concerns are reflected in the options we develop. We will provide feedback on how input influenced the decision. DATE: June 4, 2024 PREPARED BY: Perry Vetter, MJ Lamon, Rachel Finberg PROJECT PURPOSE - The City has received a special project request from the Edina Girls Fastpitch Association (EGFA) for upgrades to diamond fields within the Edina Parks system. Edina Girls Fastpitch Association has requested sports field lighting at diamond fields 1,2, and 3 at Pamela Park. TIMELINE - Special Project Request submission: April 2024 - Parks and Recreation Commission Discussion: May 13th 2024 - Photometric Lighting study and analysis - Better Together Project page launched: Exact Date to be determined - Neighborhood meeting: EGFA to present; City staff will coordinate logistics: TBD - Feedback 2 weeks on website in conjunction with neighborhood meeting - Parks and Recreation Commission: Review and Comment on feedback - City Council meeting: Exact date to be determined PARTICIPATION LEVEL CONSULT - Goal: Obtain public feedback on analysis, alternatives, and/or decision. - Promise: Updates will be presented, concerns taken seriously and acknowledged, and feedback shared on how public input impacts decisions. PUBLIC PARTICIPATION PLAN I TREE PROTECTION ORDINANCE I CITY OF EDINA 2 INTERESTED PARTIES - Edina Girls Fastpitch Association - Residents - Park and Field Users - Neighbors - Parks and Recreation Commission - City Council - Recreation Programmers - Park Maintenance Staff - Other Edina Athletic Associations - Other PROJECT SCOPE IN SCOPE (WHAT WE KNOW) - Gather feedback on EGFA proposal. OUT OF SCOPE - Alterations of existing park usage and types - New park amenities outside of field proposal PUBLIC PARTICIPATION OVERALL OBJECTIVES - Provide a city-wide opportunity for others to provide feedback on the requested improvements. P2 TECHNIQUES 1. On-line Feedback 2. Neighborhood meeting 3. Park and Recreation Commission Review and Comment 4. City Council review Date: May 13, 2024 Agenda Item #: VII.A. To:Parks and Recreation Commission Item Type: Report and Recommendation From:Perry Vetter, Parks & Recreation Director Item Activity: Subject:Edina Girls Fastpitch Association Special Project Request: Pamela Park Softball Fields Lighting Discussion CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: The goal of adopting a special project request process is to allow residents to bring forth ideas about amenities to expand offerings in the park system. T hese requests are meant to be informal and used as a beginning point of dialogue, saving the requestor, staff and the commission from having to develop a detailed analysis for the project at the introductory stage. Community and project engagement will need to be determined and the approval process defined. Impacts to park users and neighborhood will need to be further studied and engaged. Engagement could range from inform to empower. This request starts the formal process. Staff is requesting feedback from the commission on this field lighting proposal from the association to gauge interest. Taking into account commission feedback, staff would like direction on desired next steps. INTRODUCTION: The Edina Girls Fastpitch Association (EGFA) has submitted a special project proposal for diamond field lighting for fields 1, 2, and 3 at Pamela Park and has been invited to the May 13th meeting to introduce their request. The association, represented by Vice President Mike Ganley has prepared a proposal that addresses questions from the community member portion of our special projects request policy. ATTACHMENTS: Description Staff Report EGFA Request and Supplemental Information EGFA Presentation Pamela Park Lighting Project May 13, 2024 Parks & Recreation Commission Perry Vetter, Parks & Recreation Director Edina Girls Fastpitch Association Special Project Request: Pamela Park Softball Fields Lighting Information / Background: The Edina Girls Fastpitch Association (EGFA) has submitted a special project proposal for diamond field lighting for fields 1, 2, and 3 at Pamela Park and has been invited to the May 13th meeting to introduce their request. The association, represented by Vice President Mike Ganley has prepared a proposal that addresses questions from the community member portion of our special projects request policy. A response has also been provided for staff’s additional questions. Edina Girls Fastpitch Association currently shares use of two regulation softball fields with Edina High School’s Hornets Softball for games or tournaments at Pamela Park. Pamela Park is the home field for Edina High School games. All fields at the park have amenities such as dugouts, fencing, and scoreboards. The applicants request and proposal outlines the association’s identified needs and justifications. Representatives from Girls Fastpitch will be in attendance to provide background and information on their organization, participants, and projected growth. Staff Analysis: Pamela Park is in the northeast quadrant of Edina, in a neighborhood bearing the same name. It is one of Edina’s larger parks, classified as a community park at 64.93 acres. A former swamp land, Pamela Park has been filled and re-graded multiple times to maximize recreational usage while still maintaining natural resources and enhancing water quality. Recreational spaces at Pamela include a playground, tennis courts, shelter building, lighted hockey rink, lighted synthetic multi-use fields, batting cages, and three softball diamond fields. Home to Edina Hornets High School Softball and Edina Girls Fastpitch Association (EGFA) and other users, these three fields are scheduled from April through November totaling approximately 3,750 hours of field time in 2023. Edina Girls Fastpitch Association (EGFA), the most frequent user, used 3,204 hours of practice, game, and tournament play at Pamela. STAFF REPORT Page 2 When reviewing this proposal, staff identified several factors that are impacted. Neighborhood and Community Interest and Benefits: In 2016, based off Edina’s population size and recreational trends, our strategic plan identified the need for 2 baseball and 2 softball fields. When the community survey was conducted, however, this need ranked very low in overall priority so no action was requested. The addition of more baseball and softball fields was put on hold until the community expressed need. This request supports a community expressed need. Edina Parks and Recreation Department programs and maintains 44 Parks, and over 1,562 acres of open spaces in Edina. There are 56 city owned fields, 26 can be reserved and are maintained as baseball and softball fields. Youth softball has use of 9 diamond fields with 5 game ready, 2 with fencing, and none with lighting. Youth baseball has use of 14 diamond fields, 7 with fencing and 4 with lighting at Courtney Field within Braemar Park. Adult softball has 3 lighted fields at Van Valkenburg Park. EGFA has used Van Valkenburg for their program however the infrastructure is not sized appropriately for their use. This project would help to increase access for girls' sports to fields and facilities within the park system. It would support the equity goals of the city and parks and recreation department. This request, as well as 2023 budget allocation and identified needs from Edina Parks and Recreation would allow for more distributed access to regulation fields. It would promote physical activity and lifelong sportsmanship and social connectedness for Edina girls. It would also increase the exposure of Edina youth to the sport and the mental, physical, and social benefits that it provides. A further study and assessment may be needed to identify overall softball needs and accessibility needs and goals. This project also supports the city’s budget pillars of Reliable Service (maintain service levels that best meet community needs) and Better Together (foster an inclusive and engaged community). It also promotes the city’s budget values of Equity, Stewardship, and Health. The increased access to, and promotion of, physical activity, lifelong sportsmanship, and social connectedness, are shared goals of EGFA and the City of Edina. Funding: The City of Edina functions on a bi-annual budget process. In odd year’s the City Council approves a two- year operating budget. For example, in 2023 an operating budget was proposed and approved for the fiscal years 2024 and 2025. In even year’s the City Council approves a six-year capital budget. For example, in 2024 a capital budget will be proposed this year and approved for the fiscal years 2025-2030. This project request would be considered a Capital Improvement Project (CIP) request. The CIP process would require the request to be reviewed and selected by committee, city manager, and then receive City Council approval. As part of the 2023 Commission Work Plan Initiative on alternative funding opportunities, over $2M in unfunded projects and $5.5M in horizon unfunded projects were highlighted for Athletic Association Improvements. The Capital Improvement Program for 2023-2028 identified over $35M in unfunded and unscheduled park projects. Annually, $2M is appropriated for all capital improvements, not just park requests, city wide for all departments. The lack of available funding is not a reflection of the merits of the proposed activity. STAFF REPORT Page 3 Funding for this special project request would need to be identified. Due to cost and scope of proposed project request it is not achievable within annual operating budget allocations for field improvements. The city has allocated 50,000 in 2024 and 50,000 in 2025 to improve softball diamond fields and is working with the Girls Fastpitch Association to prioritize their needs. A high-level cost estimate has identified $350,000 needed for lighting 2 fields and $475,000 needed for lighting 3 fields not inclusive of electrical upgrades or design costs. Edina staff submitted a request in 2023 on behalf of EGFA for the Hennepin Youth Sports grant in the amount of $275,000 for Softball Field improvements. This request was not selected for their 2024 grant award cycle. A submission in 2024 for 2025 could be made for field lighting instead of fencing and field improvements. The city indicated a $100,000 matching in the 2023 request but would only be able to match $50,000 in the next application. If the full grant amount was awarded this would provide $350,000 for the project but additional matching or funding would need to be identified. Additional community funding has not been investigated at this point. Lighted fields in Edina Parks do have additional rental fees. If fields are to be rented for tournaments and non-Edina Associations, there is an additional $15 fee per field with this rental. There is no additional cost for Edina Associations practices or games. This request would be for a newly purchased and installed system and therefore no energy efficiency or sustainability grants are eligible for this project. High level estimates would show that each field would cost less than $3 per hour to operate. The anticipated life of these systems is 25 years and maintenance and operational costs would be minimal and limited to emergency repairs. Location The proposal provided indicates Pamela Park as the requested location for the EGFA special project request. Pamela Park is city owned property and no additional land purchase would be needed for the project. The addition of lighting at this park would not directly displace any existing recreational programming but would extend recreational programming for the fields. Though these fields are not in use after sunset, there are potential parking conflicts with shelter rentals and overflow from lighted multi-use fields. These conflicts and uses currently exist during daylight hours and would not be exasperated at night. Pamela Park currently has lighting on the shelter building for security and wayfinding, hockey rink, and synthetic turf multi- use fields. Hours of lighting are monitored and limited by city staff. A new lighting system would be expected to be compliant with City of Edina’s lighting ordinance. Since upgrades to LED and controls systems there have been no lighting complaints registered with the city in regard to existing lighting at Pamela Park. This project will have impacts on the surrounding properties. Even with a high-quality lighting system which minimizes light trespass and glare, there is a possibility surrounding neighbors may be impacted by light placement and views from their property. Field lighting has made significant improvements in minimalization of these impacts, however there is still potential for impact. Staff would recommend a photometric study be done to show light level impacts that project would bring. Pamela Park has over 95 direct neighbors. This STAFF REPORT Page 4 improvement has different levels of impacts to these neighbors with the highest to those in Northwest quadrant off Oaklawn Avenue and 59th St W. Increased sunset programming would potentially impact traffic and noise at Pamela Park. Hours of use are limited to park hours. New control systems also allow for lights to be scheduled, monitored, and controlled remotely by staff. Parking for diamond fields is off Oaklawn Avenue and by the shelter building. Though this request is specific to Pamela Park, lighting upgrades are occurring throughout the city. Strategy 4.1 of Parks, Recreation, and Trails Strategic Plan identifies a goal to “Design flexibility into outdoor spaces and athletic fields to meet current needs and ready adapt to future recreation trends”. Tactic 4.1.3 specifically calls out “Ensure adequate lighting to extend playability times throughout the year and in morning/ evening times. This tactic launched a city-wide inventory of existing lighting. It aided in maintenance requirements and budgeting for replacements and upgrades. This, however, is the city’s first new lighting request. Additional entities may have similar needs and future requests are possible. Staff has not yet examined any detailed liability or other required factors associated with this request. An engagement and site selection process are not in place for sports lighting requests. Street lighting request/petitions have been granted through an established process which includes impacted resident approvals. Next steps The goal of adopting a special project request process was to allow residents to bring forth ideas about amenities to expand offerings in the park system. These requests are meant to be informal and used as a beginning point of dialogue, saving the requestor, staff and the commission from having to develop a detailed analysis for the project at the introductory stage. STAFF REPORT Page 5 Community and project engagement will need to be determined and the approval process defined. Impacts to park users and neighborhood will need to be further studied and engaged. Engagement could range from inform to empower. This request starts the formal process. Staff is requesting feedback from the commission on this field lighting proposal from the association to gauge interest. Taking into account commission feedback, staff would like direction on desired next steps. Those next steps for this project would include some or all of the following: • Impacts Study: photometrics, traffic • Detailed Costing Analysis: infrastructure needs and lighting fixtures • Community Engagement Plan: Inform, Consult, Involve, Collaborate, or Empower that would include at a minimum a Better Together Edina project page and a community meeting where EGFA presents their proposal. • Funding Identification: CIP process, community funding, association funding • PARC Review and Recommend: Review next step materials and information • City Council Review and Authorization: Staff report and Commission recommendations Attachments: EGFA Special Project Request (Community Member Submission) Response to Additional Questions Supplemental Reference Materials Pamela Park Softball Fields Lighting Project Request Submitted by: Mike Ganley on behalf of the Edina Girls Fastpitch Association (EGFA) Dated: 4/2/2024 a. Community Demand: Pamela Park is the home field for the Edina Girls High School Softball Teams and the Edina Girls Fastpitch Association. The Edina Girls Softball Programs’ participants total approximately 250 – 300 girls/young women whose families are Edina residents. The teams are comprised of a diverse range of age groups from 6 yr. old and under (6U) to 12 yr. old and under (12U) plus three high school level teams: the “B Team”, “JV Team” and “Varsity Team”. The primary objective of this request is to introduce lighting infrastructure at Pamela Park on Fields 1, 2 and 3. The “Level of Service” in the Edina’s 20 year Park System Strategic Plan, Figure 1.1 lists “Softball Fields” as “Need Exists”. We do note that the number of softball fields increased from one (1) field in 2014 to two (2) fields in 2019, but the status of “Need Exists” remains. The justifications for our request include: (1) Accommodating an expanded schedule of home softball games during the April – October softball season. (2) Allowing the girls softball players to partake in night games and/or practices on their home fields, thus reducing tight scheduling conflicts. (3) Beginning to mirror the resources currently available to the boys’ baseball program at Courtney Fields. This project transcends mere access to facilities. It is a commitment to fostering equitable treatment for girls within the Edina community by enriching the experience for both the younger ages 6U-12U ages and high school players, contributing to the cohesion of the broader community. b. Impact of Non-Support: The absence of support for this project will radiate: 1) Continued constraints for girls in the softball programs due to limited access to facilities during daylight hours for the 3 Pamela fields. 2) Ongoing gaps in resources between girls’ softball programs and boys’ baseball programs, which pose a significant challenge to the city’s efforts to promote gender equity in sports. 3) The “Grandview District Master Planning Project” conducted a “Community Facility Inventory” cited in the Strategic Plan made comparisons of Edina with surrounding communities that include St Louis Park, Hopkins, Minnetonka, Eden Prairie, Bloomington, and Richfield. The majority of these communities have softball facilities that are superior to Edina’s. c. Expected Benefits: The Edina’s 20 year Park System Strategic Plan cites as a Master Plan Purpose, “Evaluate current facilities and programs to determine if the recreation and leisure needs of Edina’s citizens are being adequately met.” Although the 2015-2035 Strategic Plan mentions baseball and slow pitch softball and not “fast pitch softball”, it is assumed that this is an oversight. 1) The Strategic Plan cites a Guiding Principle Key that states “Provide excellence and innovation in parks and recreation services to meet the needs of the community.”, and “Connect residents to park facilities and their programs”’ and “Promote social equity and engagement within the parks system and its programs.” All are related to this project’s purpose. 2) The addition of lights will optimize Pamela Park’s usage by expanding the availability for softball activities. 3) The completed project will begin to address the resource imbalance between girls’ softball and boys’ baseball. 4) The enhancement of Pamela Park’s softball facilities will begin to bring them in line with facilities in neighboring communities. d. Recommended Site The proposed site for the project encompasses Pamela Park fields 1, 2 and 3. This decision stems from careful consideration of the suitability of these fields to accommodate the necessary infrastructure and ensure comprehensive lighting coverage for softball activities. By strategically selecting these fields, the project aims to maximize its impact and create an environment conducive to fostering enhanced softball experiences for the community. e. Financial Resources The primary source of funding for the project is the city of Edina itself. While other potential funding avenues have not been identified, the community's commitment to this initiative underscores its significance and urgency. f. Considered Alternatives In exploring alternatives, the softball program initially considered expanding field usage at Van Valkenburg fields. However, this approach encountered hurdles, such as competition with other city programs and scheduling conflicts arising from the fields' designation for adult softball, along with fencing configurations unsuitable for girls' softball needs. Additionally, other potential options, such as modifying Courtney fields to accommodate multi-use purposes, such as removing grass from the infields, or leveraging other lighted fields in Edina, such as Braemar turf field, Pamela Park turf field, or Lewis Park fields, could be explored. However, these alternatives were not thoroughly considered at this stage. Despite thorough exploration, no alternative within Edina has emerged as a viable solution thus far. g. Project Continuation and Seasonality The project is envisioned as a one-time endeavor, designed to enhance field availability, and extend Pamela field usage during the softball season from April to October, aligning with the sport's seasonal nature. 2024 LighƟng Request for Pamela Park - EGFA Response to AddiƟonal QuesƟon Response Page | 1 1. What do you see as the trends in fastpitch and how that aƯects future growth? • NaƟonally, parƟcipaƟon is increasing year over year per staƟsta.com • Edina Fastpitch has experienced an average of 24% increase at our 6U and 8U levels from 2023 to 2024. • We are expecƟng this upward trend to conƟnue within the program. • ConservaƟvely forecasƟng 5% annual growth for spring-summer and fall, but with the 6U to 8U increases, it could be 10% plus growth. 2. What is your current rate of growth (past participation)? What do you project as growth of your organization in the next 5 years (teams, participants, or expanded tournaments/services)? • Over the past 5 years the program has grown from 235 to 429 which is a 65% increase. • Over the next 3 years we conservaƟvely expect an annual growth of 5%, but as seen on the spring summer age level chart, there is a significant increase of 6U and 8U that we expect will conƟnue and drive growth potenƟally 10% plus year over year. • 2023 to 2024 has remained flat due to age rules with MNSoŌball and kids leaving earlier to club soŌball • 2021 was the year aŌer our first COVID season which resulted in a jump up in parƟcipaƟon. • 2023 increased due to slow pitch soŌball moving to fastpitch. 2024 LighƟng Request for Pamela Park - EGFA Response to AddiƟonal QuesƟon Response Page | 2 3. How would this request aƯect or drive growth potential? • Improvements to the girls’ faciliƟes will have a posiƟve impact on the overall program showing the community commitment to girls’ fastpitch soŌball aligning from an equity standpoint to the boys’ baseball faciliƟes. 4. What are your expanded schedule goals? Are there expectations from organizations you belong to (MMFL)? • The goal would be to host games and practices later in the spring to mitigate conflicts with the HS (and summer), the HS would be able to host the varsity games later to allow players moving between games (giving players opportunities to be able to play up) and hosting of games and practices in the fall during the later hours. • There are no expectations of MNSoftball. 5. How many practices or games have you had to schedule elsewhere due to lack of availability? Were these lighted facilities or just for availability? • We don’t have the exact number, but in the typical spring we utilize other fields during the month of May than Pamela. The rough estimate would be assuming 3 practices/games per night impacted, a 4 day week, 5 weeks, approximately 60 during the spring and for the fall assuming practices and games during September- early October – over 5 weeks, approximately 60. At a minimum of 120 games or practices shifted to alternate fields or not held. 6. How many more practices or games would the request provide you? Would these add to your scheduled field usage, or replace current field usage? • The primary impact is in the spring and fall – reduces pracƟces/game Ɵme availability by 30-50% 2024 LighƟng Request for Pamela Park - EGFA Response to AddiƟonal QuesƟon Response Page | 3 • Pamela availability is limited in spring due to high school using the fields. • Limited daylight due to startup aŌer high school use does not allow for the normal doubleheader games and only one team can pracƟce on each field • Limited daylight in the fall cuts all pracƟces and scrimmages short • There is an equity issue here too, quality of fields and lighƟng availability between boys baseball and girls soŌball is not equal • All resources are located at Pamela (i.e. hiƫng cages, equipment, hiƫng machines, etc.) 7. Have you identified any additional funding opportunities? PARKS AND RECREATION TRENDS ANALYSIS 34 | COMMUNITY NEEDS ASSESSMENT NATIONAL TRENDS IN GENERAL SPORTS Basketball, a game originating in the U.S., is the most participated in sport among the traditional “bat and ball” sports with almost 24 million estimated participants. Popularity can be attributed to the ability to compete with relatively small number of participants, the limited amount of equipment needed to participate, and the limited space requirements necessary – the last of which make basketball the only traditional sport that can be played at the majority of American dwellings as a drive-way pickup game. As observed in Figure 6.1, since 2008, squash and other niche sports like lacrosse and rugby have experienced strong growth. Squash has emerged as the overall fastest growing sport, as participation levels have increased by nearly 115% over the last five years. Based on survey findings from 2008-2013, rugby and lacrosse have also experienced significant growth, increasing by 80.9% and 66% respectively. Other sports with notable growth in participation over the last five years were field hockey (31.4%), ice hockey (27.9%), gymnastics (25.1%), and beach volleyball (18.5%). From 2012 to 2013, the fastest growing sports were rugby (33.4%), field hockey (19.2%), + 81% + 66% - 45% + 115% 2008 2012 2013 12-13 08-13 Baseball 15,539 12,976 13,284 2.4% -14.5% Basketball 26,108 23,708 23,669 -0.2% -9.3% Cheerleading 3,192 3,244 3,235 -0.3%1.3% Field Hockey 1,122 1,237 1,474 19.2% 31.4% Football, Flag 7,310 5,865 5,610 -4.3%-23.3% Football, Tackle 7,816 6,220 6,165 -0.9%-21.1% Football, Touch 10,493 7,295 7,140 -2.1%-32.0% Gymnastics 3,975 5,115 4,972 -2.8%25.1% Ice Hockey 1,871 2,363 2,393 1.3% 27.9% Lacrosse 1,092 1,607 1,813 12.8% 66.0% Racquetball 4,611 4,070 3,824 -6.0%-17.1% Roller Hockey 1,569 1,367 1,298 -5.0%-17.3% Rugby 654 887 1,183 33.4% 80.9% Soccer (Indoor)4,487 4,617 4,803 4.0% 7.0% Soccer (Outdoor)13,996 12,944 12,726 -1.7% -9.1% Softball (Fast Pitch)2,331 2,624 2,498 -4.8%7.2% Softball (Slow Pitch)9,660 7,411 6,868 -7.3%-28.9% Squash 659 1,290 1,414 9.6% 114.6% Tennis 17,749 17,020 17,678 3.9%-0.4% Track and Field 4,604 4,257 4,071 -4.4%-11.6% Ultimate Frisbee 4,459 5,131 5,077 -1.1%13.9% Volleyball (Court)7,588 6,384 6,433 0.8% -15.2% Volleyball (Sand/Beach)4,025 4,505 4,769 5.9% 18.5% Wrestling 3,335 1,922 1,829 -4.8%-45.2% National Participatory Trends - General Sports NOTE: Participation figures are in 000's for the US population ages 6 and over Participation Levels % ChangeActivity Legend:Large Increase (greater than Moderate Decrease (0% to -25%) Large Decrease Figure 6.1 - National Trends in General Sports Edina Level of Service Standards PARKS: Anticipated Future Park Development 2014 - 2019 Park Type Edina Inventory Meet Standard/Need Exists Future Amenity Developments Total 2014-2019 Meet Standard/Need Exists Mini Parks 16.95 0.35 acres per 1,000 0.50 acres per 1,000 Need Exists 7 Acre(s)- - Need Exists 8 Acre(s) Neighborhood Parks 93.31 1.92 acres per 1,000 1.75 acres per 1,000 Meets Standard - Acre(s)- - Meets Standard - Acre(s) Community Parks 319.88 6.58 acres per 1,000 7.00 acres per 1,000 Need Exists 21 Acre(s)- - Need Exists 34 Acre(s) Special-Use Parks 760.36 15.64 acres per 1,000 11.00 acres per 1,000 Meets Standard - Acre(s)- - Meets Standard - Acre(s) Open Space/Greenway 191.43 3.94 acres per 1,000 4.50 acres per 1,000 Need Exists 27 Acre(s)- - Need Exists 36 Acre(s) Total Park Acres 1,381.93 28.42 acres per 1,000 24.75 acres per 1,000 Meets Standard - Acre(s)- - Meets Standard - Acre(s) OUTDOOR AMENITIES: Picnic Pavilions (Small & Medium)7.00 1.00 site per 6,947 1.00 site per 5,000 Need Exists 3 Sites(s)- - Need Exists 3 Sites(s) Pavilions (Large & Indoor)3.00 1.00 site per 16,209 1.00 site per 10,000 Need Exists 2 Sites(s)- - Need Exists 2 Sites(s) Baseball Fields 11.00 1.00 field per 4,421 1.00 field per 4,000 Need Exists 1 Field(s)- - Need Exists 2 Field(s) Softball Fields 11.00 1.00 field per 4,421 1.00 field per 4,000 Need Exists 1 Field(s)- - Need Exists 2 Field(s) Multi-Use Field (Soccer/Lacrosse/Football/Rugby) (Youth Size) 12.00 1.00 field per 4,052 1.00 field per 3,500 Need Exists 2 Field(s)- - Need Exists 2 Field(s) Multi-Use Field (Soccer/Lacrosse/Football/Rugby) (Adult Size) 9.00 1.00 field per 5,403 1.00 field per 3,500 Need Exists 5 Field(s)Fields at Pamela Park 4.00 Need Exists 1 Field(s) Outdoor Basketball Courts 9.00 1.00 court per 5,403 1.00 court per 4,000 Need Exists 3 Court(s)- - Need Exists 4 Court(s) Tennis Courts 13.00 1.00 court per 3,740 1.00 court per 4,000 Meets Standard - Court(s)- - Meets Standard - Court(s) Indoor Ice Sheets 3.00 1.00 site per 16,209 1.00 site per 15,000 Meets Standard - Sites(s)- - Meets Standard - Sites(s) Outdoor Ice Sheets 23.00 1.00 site per 2,114 1.00 site per 2,500 Meets Standard - Sites(s)- - Meets Standard - Sites(s) Playgrounds (Youth & Tot)27.00 1.00 site per 1,801 1.00 site per 2,000 Meets Standard - Site(s)- - Meets Standard - Site(s) Dog Parks 1.00 1.00 site per 48,626 1.00 site per 30,000 Need Exists 1 Site(s)- - Need Exists 1 Site(s) Volleyball Pit 1.00 1.00 site per 48,626 1.00 site per 20,000 Need Exists 1 Site(s)- - Need Exists 2 Site(s) Skate Board Area 1.00 1.00 site per 48,626 1.00 site per 40,000 Meets Standard - Site(s)- - Meets Standard - Site(s) Multi-Use Trails (Miles) 13.82 0.28 miles per 1,000 0.75 miles per 1,000 Need Exists 23 Mile(s)Nine-Mile Creek Trail & Pamela Park Trail 8.95 Need Exists 15 Mile(s) Community Gardens 1.00 1.00 site per 48,626 1.00 site per 50,000 Meets Standard - Site(s)- - Meets Standard - Site(s) Disc Golf Courses 1.00 1.00 site per 48,626 1.00 site per 40,000 Meets Standard - Site(s)- - Meets Standard - Site(s) Outdoor Pools 1.00 1.00 site per 48,626 1.00 site per 40,000 Meets Standard - Sites(s)- - Meets Standard - Sites(s) INDOOR AMENITIES: Recreation Centers (Square Feet)42,000.00 0.86 SF per person 2.00 SF per person Need Exists 55,252 Square Feet - - Need Exists 59,008 Square Feet 48,62650,504 Notes: 2014 Estimated Population 2019 Estimated Population 2014 Inventory - Developed Facilities 2014 Facility Standards 2019 Facility Standards Current Service Level based upon population Recommended Service Levels; Revised for Local Service Area Additional Facilities/ Amenities Needed Additional Facilities/ Amenities Needed Figure 7.1 - Level of Service Standards (LOS) LEVEL OF SERVICE STANDARDS The consultant team evaluated park facility standards using a combination of resources. This information allowed standards to be customized to the City of Edina. Figure 7.1 shows the Level of Service Analysis for Edina. The first column is the park type or amenity being analyzed. The second column is a current total inventory system-wide for that park or amenity. The 2014 estimated population of Edina is then used to calculate the current service level or “units per population”. The first set of lime columns show the recommended level of service for Edina. This is created based upon National Recreation and Park Association (NRPA) guidelines, recreation activity participation rates reported by the Sports & Fitness Industry Association’s (SFIA) 2014 Study of Sports, Fitness, and Leisure Participation as it applies to activities that occur in the United States and in the Edina area, community and stakeholder input, the 2014 Community Needs Assessment Survey and the planning team’s observations. The 2014 Facility Standards show where need might exist based off of current population estimates and current inventory, while the 2019 Facility Standards show where need might exist based off of 2019 population estimates, current inventory, and the addition of anticipated future park developments. As one can see there are many needs to be met in the present and future. The standards outlined are not aggressive, but are conservative. When looking at needs, the design team focused on the 2019 projections. These projections allowed for planning suggestions to be made that would allow time for implementation. The following park amenities were shown to have needs that exist: LEVEL OF SERVICE 184 | CITY OF EDINA BASEBALL/SOFTBALL FIELDS - The LOS projections show a need for two additional baseball fields and two softball fields in Edina. However, the need was not correlated in the community survey and was ranked very low in overall priorities. It is recommended that the current baseball and softball fields should be maintained, and the addition of more baseball and softball fields should be put on hold and revisited as the need is expressed by the community. Figure 7.3 shows all EPRD baseball/softball fields and other non-EPRD baseball/softball fields. City of Edina Baseball & Softball Fields 5-Minute Walk 10-Minute Walk WILLIAMSPARK WOODDALE PARK UTLEY PARK BROWNDALE PARK TODDPARK HIGHLANDSPARK GARDENPARK MELODY LAKEPARK ARDEN PARK PAMELA PARK STRACHAUER PARK ROSLANDPARK ARNESONACRES FRED RICHARDS PARK CENTENNIAL LAKES EDINBOROUGHPARK YORKTOWNPARK EDINA PROMENDADE LEWIS PARK MCQUIRE PARK HEIGHTS PARK NORMANDALE PARK BRAEMARGOLF COURSE CREEK VALLEY PARK BREDESEN PARK WALNUT RIDGE PARK FOX MEADOW PARK VAN VALKENBURG PARK COUNTRYSIDEPARK BIRCHCREST PARK TINGDALE PARK ST. JOHNS PARK CHOWEN-PARK YORKPARK GRANDVIEW SQUARE FRANK TUPAPARK SHERWOODPARK KOJETINPARK WEBER FIELDPARK ALDEN PARK BRAEMARPARK ORNELIA SCHOOL PARK Softball Field (non EPRD) Baseball Field(non EPRD) Good Fair Poor Baseball Field Softball Field EDINA COMMUNITY CENTER & SOUTH VIEW MIDDLE EDINA HIGH SCHOOL & VALLEY VIEW MIDDLE SCHOOL Figure 7.3 - Baseball and Softball fields map PARKS, RECREATION & TRAILS STRATEGIC PLAN | A-7 APPENDIX A PARKS, OPEN SPACE & TRAILS Our vision for parks, open spaces, and trails is to ensure parks are a source of community pride by providing a balance of active and passive spaces that are well connected and reflect high quality design principles and maintenance standards; allowing all residents to engage in healthy activities. PARKS GOAL 1- PROMOTE CONNECTIONS TO THE PARK SYSTEM WITHIN THE CITY, AND TO THE SURROUNDING REGION STRATEGY 1.1 Prioritize the development and implementation of a multi-use trail network that connects parks and facilities together, and connects to key destinations throughout the City. Tactic Implementation Year Performance Measure 1.1.1 Achieve a .75 miles per 1,000 people goal for hard surface trails to connect neighborhoods, major attractions (historical and cultural), and community parks via trails. 2016-2026 Add 15 additional miles of trail to meet 2019 population projections (in addition to Nine Mile Creek trail). 1.1.2 Coordinate with Engineering to seek funding to support developing a system of on street shared lanes, separated bike lanes, and off-street hard surface trails connecting to parks. Prioritize off-street trails and separate bike lanes. Ongoing Dollars committed in the 2016 budget to trail implementation. 1.1.3 Coordinate with Engineering Department and collaborate with other Community programs including Bike Edina, Edina Living Streets program, Active Routes to Schools, Sidewalk Priority Plan, and Capital Improvement Plan. Ongoing Identify shovel ready projects and commit dollars in the 2018 budget 1.1.4 Provide facilities to support existing trails and the new Nine Mile Creek Regional trail e.g. - restrooms, drinking fountains, and appropriate waste/ recycling facilities. 2020 Identify facility needs and incorporate into capital improvements plan. 1.1.5 Provide facilities in parks to fully supported bicycle use including adequate bike parking and racks, bicycle library, covered parking, tandem bikes for senior, bike trailers for families, and repair stands, etc... 2020 Identify shovel ready projects and commit dollars to 2020. A-8 | CITY OF EDINA APPENDIX A STRATEGY 1.3 Market parks and programs throughout the city to inform residents of offerings. Tactic Implementation Year Performance Measure 1.3.1 Dedicate communications staff to EPRD efforts. 2016 Dedicate communications staff for. 1.3.2 Present this Strategic Plan across departments and community groups that may be unfamiliar with it to build connections. 2015 Presentations to non- traditional groups. 1.3.3 Create and implement a naming policy for parks and future facilities.2016 Integrate into Parks plan by 2017. PARKS GOAL 2 - ENSURE EXCELLENCE AND EQUITABLE ACCESS TO PARKS FOR ALL RESIDENTS. STRATEGY 2.1 Pursue Commission for Accreditation of Park and Recreation Agencies (CAPRA) Accreditation and strive for Gold Medal Recognition. Tactic Implementation Year Performance Measure 2.1.1 Research CAPRA requirements, highlight where EPRD has gaps, and develop plan to achieve requirements.2017 Apply and achieve CAPRA accreditation. 2.1.2 Apply for Gold Medal Award.2020 Receive Gold Medal Award recognition. STRATEGY 1.2 Develop, refine, and implement the branding, signage, and wayfinding plan included in this strategic plan. Tactic Implementation Year Performance Measure 1.2.1 Create a comprehensive branding, signage and wayfinding plan for all EPRD properties and programs.2016 Dedicated funding for completing branding plan. 1.2.2 Coordinate with other departments and incorporate branding throughout City materials. 2017 Update websites, implement first installation project(s). 1.2.3 Replace park signage with updated branding.2016+Replace signage with phased approach. PARKS, RECREATION & TRAILS STRATEGIC PLAN | A-9 APPENDIX A STRATEGY 2.2 Match development and redevelopment of park system and maintenance facilities to population growth and demographics changes. Tactic Implementation Year Performance Measure 2.2.1 Transition under utilized amenities and replace with more productive amenities that are tied to neighborhood needs (Reference Edina Level of Service Standards file). 2025 Updated Park Master Plans remove outdated amenities as part of lifecycle management plan every year for the next five years. 2.2.2 Refer to included facility assessments and inventories to identify key facilities such as restrooms, drinking fountains, signage, parking, and other comfort and convenience features in need of replacement, and develop a plan to replace deficient infrastructure not meeting Park System standards. 2018 Identify deficient infrastructure and create implementation/ replacement plan. 2.2.3 Establish and utilize a Furniture, Fixture, and Equipment (FFE) standard and inventory for park and recreation amenities, (e.g. basketball hoops, outdoor lighting, outdoor benches, etc.) parts inventories, and enhanced maintenance efficiency. 2018 Established FFE standards plan. A-10 | CITY OF EDINA APPENDIX A PARKS GOAL 3 - INCREASE THE HEALTH AND SAFETY OF THE PARKS AND TRAIL SYSTEM. STRATEGY 3.1 Update all parks and trails to 2010 Americans with Disabilities Act (ADA) Standards for Accessible Design. Tactic Implementation Year Performance Measure 3.1.1 Complete inventory and assessment of all park infra- structure regarding 2010 ADA standards.2020 New facilities meet or exceed standard. Integrate into RFP. 3.1.1 Require all new infrastructure to meet 2010 ADA standards 2025 New facilities meet or exceed standard. Integrate into RFP. 3.1.2 Upgrade existing facilities not meeting ADA standard 2025 5 - year plan to prioritize and implement updates. STRATEGY 3.2 Ensure safety throughout the park system. Tactic Implementation Year Performance Measure 3.2.1 Incorporate Crime Prevention through Environmental Design (CPED) principles and guidelines into parks and recreation site design and ongoing maintenance practices. 2017 Integrate requirement into RFPs for new facilities and renovations. Consider hiring consultant to evaluate existing facilities and make recommendations. PARKS, RECREATION & TRAILS STRATEGIC PLAN | A-11 APPENDIX A PARKS GOAL 4 - REVITALIZE EXISTING PARKS BY ALIGNING PARK, OPEN SPACE, AND TRAIL INFRASTRUCTURE WITH CURRENT AND ANTICIPATED COMMUNITY NEEDS. STRATEGY 4.1 Design flexibility into outdoor spaces and athletic fields to meet current needs and readily adapt to future recreation trends. Tactic Implementation Year Performance Measure 4.1.1 Consult Level of Service study to identify gaps and recommendations.2016 3 Multi-use fields identified as a need by 2019. 4.1.2 Consider alternative surfaces for high use areas (e.g. artificial turf, high performance turf, etc.)2020 Long term cost benefit analysis of capital and maintenance costs. 4.1.3 Ensure adequate lighting to extend playability times throughout the year and in morning/ early evening times.2020 Utilize facility analysis to identify lightinig issues. 4.1.4 Prioritize flexibility and community gathering spaces in future master plans and renovation projects.Ongoing Integrate goals and/ or requirements into RFPs for future park master plans. STRATEGY 4.2 Provide specialized park infrastructure to address under served needs, emerging trends, and support year round uses. Tactic Implementation Year Performance Measure 4.2.1 Prioritize projects to increase the Level of Service (LOS) in areas where data shows the highest need.Ongoing Seek funding for new or renovated park and recreation facilities and properties based on LOS. 4.2.2 Provide infrastructure to support winter uses and trails into existing parks for a variety of skills and mobility uses that will bring more residents to parks in winter months. 2020 Integrate winter uses into all parks and trails plans. 4.2.3 Emphasize year round opportunities at Braemar Park to cross pollinate with existing activities. Explore mountain biking trails, snow making for ski trails, biathlon training infrastructure, and additional winter uses. 2017 Increase marketing of Braemar Park winter trail and include winter trail planning in Braemar Park Master Plan. 4.2.4 Require community driven master plans and/ or public input process for all projects with greater than $250,000 improvements. 2017 Complete a community driven master plan for Fred Richards. 4.2.5 Evaluate current and future needs and locations for Community Gardens. Consider sites near apartments/ condos and higher density areas with limited access to usable planting space - where needs may be greater. 2020 Evaluate community garden use and community desire. Pamela Park Softball Field Lighting Project Request Edina Girls Fastpitch Association, 5/13/2024 Agenda •Request Info •Community Demand and Justification •Edina Softball Trends •Annual growth •Age level growth •View of Park Differences •Edina Field Comparisons •Yancey – Yancey and Courtney – Pamela •What’s Next /Future •Appendix •Impact of Non-support, Site, Resources, Alternates, Expected Benefits Community Demand o Objective:Introduce lighting infrastructure at Pamela Park on Fields 1,2,and 3 and enhance user experience o Pamela Park serves as the home field for the Edina Girls High School Softball Teams and the Edina Girls Fastpitch Association (EGFA) o Approximately 250-300 girls/young women from Edina participate in the softball programs annually o This number grows significantly with neighboring community kids play softball at Pamela o Age groups range from 6U to 12U, along with three high school level teams: the “B Team,” “JV Team,” and “Varsity Team” Justifications o The Girls Deserve Equivalent Facilities – Begin to align resources at Pamela with the boys’ baseball program at Courtney, Yancey and Countryside fields o Accommodate an expanded schedule of home softball games and practices during the April – October season o Minimally increase Pamela usage by 120 games / practices each year (30% - 50% more use) o Allow girls softball players to participate in night games/practices, reducing scheduling conflicts o Edina Softball is committed to proactively finding funding (i.e. Twins grants, tournaments, other) Edina Softball 2020-2027 Trends o Over the past 5 years the program has grown from 235 to 389 which is a 60% increase o Next 3 years we conservatively expect annual growth of 5% o Significant increase of 6U and 8U occurring o 2023 to 2024 has remained flat due to age rule changes and kids leaving earlier to club softball o 2021 was the year after first COVID season which resulted in a jump in participation o 2023 increased due to slow pitch softball moving to fastpitch 125 163 171 288 279 286 298 313 110 129 110 100 110 105 111 116 2020 2021 2022 2023 2024 Forecast 2025 2026 2027 FallSpring/Summer 235 292 281 388 389 391 409 429 2020-2024 Age Level by Season Trends •2020 was Covid year – truncated season •6U program started in 2023 •Spring/Summer seasons, there is a significant increase of 6U and 8U starting in 2023 which we expect to continue and drive higher growth (10% plus year over year) than forecasted •10U and 12U expected to increase with observed increases of 6U and 8U •Fall season have been lower due to competing sports, but expectation is higher growth due to participation increases 28 41 36 53 72414049 76 88 42 36 35 71 45 14 11 11 43 26 35 40 45 48 2020 2021 2022 2023 2024 125 163 171 288 279 6U 8U 10U 12U 14U HS 20 22 29 23 24 26 57 33 42 40 38 36 40 35 37 26 14 8 2020 2021 2022 0 2023 0 2024 Forecast 110 129 110 100 101 8U 10U 12U 14U Spring/Summer Seasons Fall Seasons Edina Field Comparisons •Dedicated fields for baseball •Baseball fields are newer, modernized and fully maintained •New updated lights at Courtney •Lights available for softball are on fields with limited availability due to adult leagues and are not regulation fences Notes:* Adult Fields (250” fences)** Marked for baseball only Park/Fields Use Count Covered Dugouts Level of Maintenance Fences Lights Safety Nets for Fans Concessions Batting Cages Pamela Park 1 & 3 Dual 2 2 Medium Yes No No No Yes - 4 Pamela Park 2 Dual 1 1 Medium No No No No NA Yancey Park Dual 1 0 Low No No No No Yes – 3 Weber Park Dual 2 2 Medium No No No No No Ryan Dual 1 0 Low No No No No No Braemar/Courtney Baseball only 4 4 High (Pristine) Yes Yes (New)Yes (New) Yes (Dedicated) Yes - 6 Yancey Baseball only 1 1 High (Pristine) Yes No Yes No No Countryside Baseball only 2 2 High Yes No No No No Cornelia Baseball only 1 1 Medium Yes No No No No Rosalyn Dual 1 0 Medium No No No No No Van Valkenburg Dual * 3 3 High Yes Yes Yes (Torn) Yes (Shared) No ECC Turf Dual ** 1 0 NA No No No No No High Lower Field Turf Dual ** 1 0 NA No No No No No Pamela Turf Soccer Only 0 0 NA No Yes No No No Yancy Baseball Field Scoreboard Large Batting Cages Premier dugouts with protective covers, bat hangers, storage, etc. Yancey Dual Use Field Girls Softball Field, No: •Dugouts •Outfield fences •Scoreboard •Batting Cages •Bullpen •Fan safety netting •Storage area •Etc. Courtney Baseball Fields Scoreboard Large Batting Cages •Call Outs: •High School boys home fields •All fields with brand new lights •Fan netting •All fields fenced •Beautifully maintained field •Brick enclosed/covered dugouts and fully equipped •6 batting cages Pamela Dual Use Fields Call Outs: •High School Girls home fields •No Lights on fields (hockey rink and turf field have lights) •Medium Maintenance •Scoreboards on F #1 and #3 •No fan netting •Covered dugouts, but fenced only •No concessions Field #1 Field #3 Field #2 Batting Cages What’s Next / Future •Move forward with Pamela Lighting Project •Modernize Pamela •New dugouts •Updated scoreboards for all fields •Consider turf options for varsity field •Fan security netting, Etc. •Modernize Yancey •New dugouts, turf infield, outfield fence, scoreboards, field leveling, fan security netting, etc. •Van Valkenburg •New temp fences or convert field to girls softball only Thank you Mike Ganley, VP of Edina Girls Fastpitch Association 612-240-8626 mganley@comcast.net Appendix Impact of Non- Suppor t o Without support, equity and constraints for girls in the softball programs persist due to limited daylight access to the Pamela fields o Ongoing resource gaps between girls’ softball and boys’ baseball programs hinder gender equity efforts o Continued gap with neighboring communities with superior softball facilities (i.e. Minnetonka, Wayzata, Bloomington, SLP, EP, Etc.) Site, Resources, Alternates, Etc. o Recommended Site: o Proposed site: Pamela Park fields 1, 2, and 3 o Financial Resources: o Primary funding source: City of Edina o Community commitment underscores project significance and urgency o Considered Alternatives: o Initial exploration included expanding usage at Van Valkenburg fields o Van Valkenburg could be transitioned to Girls Softball only rather than Adult leagues 3-4 days a week in the spring summer (as in the past) o Challenges: o Competition with other programs, scheduling conflicts, and unsuitable fencing o Other options considered, but not viable - modifying Courtney fields to dual use, leveraging lighted community turf fields, or Lewis Park fields o Project Continuation and Seasonality: o One-time endeavor to enhance field availability o Extends Pamela field usage during softball seasons (April to October) Expected Benefits o Improvements to the girls’ facilities will positively impact on the overall program showing the community commitment to girls’ fastpitch softball, aligning from an equity standpoint to the boys’ baseball facilities o Aligns with Edina’s 20-year Park System Strategic Plan: o Evaluate current facilities and programs to meet citizens’ recreation and leisure needs o Guiding Principles: Excellence, innovation, social equity, and community engagement o Lights will optimize Pamela Park’s usage by expanding availability for softball activities o Begin to addresses resource imbalance between girls’ softball and boys’ baseball o Enhances Pamela Park’s facilities to match neighboring communities Date: June 4, 2024 Agenda Item #: VI.E. To:Mayor and City Council Item Type: Report / Recommendation From:Perry Vetter, Parks & Recreation Director Item Activity: Subject:Special Project Request Public Engagement Plan for Edina Baseball Association Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve public engagement plan for gathering feedback on the Edina Baseball Association special project request at Countryside Park. INTRODUCTION: Edina Baseball Association (EBA) has submitted a special project proposal for self-funding diamond fields upgrades to fields 1 and 2 at Countryside Park and presented at the May 13th meeting to introduce their request. The association, represented by Board Member Shawn Travis prepared a proposal that addresses questions from the community member portion of our special projects request policy. Edina Baseball Association is the primary user for Fields 1 and 2 at Countryside Park. Both fields have amenities such as dugouts and fencing. The applicants request and proposal outlines their association’s identified needs and justifications. The request includes replacing natural grass and turf infields with synthetic turf, replacing and extending backstops, and new scoreboards. T he request no longer is a consideration on lighting the fields. They provided background and information on their organization, participants, and projected growth. The Parks and Recreation Commission was supportive of beginning engagement and staff recommends using the Consult level for this request. For this level, the public participation goal would be to obtain public feedback on analysis, alternatives and/or decisions. The promise to the public is we will keep them informed, listen to and acknowledge concerns and aspirations, and provide feedback on how public input influenced the decision. Attached is the May 13, 2024 special project request from the EBA and the staff report that the P ark and Recreation Commission reviewed. ATTACHMENTS: Description Public Participation Plan - Edina Baseball Association May 13, 2024 Park & Recreation Commission Staff Report PUBLIC PARTICIPATION PLAN I TREE PROTECTION ORDINANCE I CITY OF EDINA 1 PUBLIC PARTICIPATION PLAN EXTERNAL SPECIAL PROJECT REQUESTS Plan Purpose Listen, learn, and have a dialogue with the community. Test ideas, concepts, and develop solutions. Decision Countryside Park baseball field synthetic infield installation, backstop upgrades, new scoreboards Participation Level: Consult Promise to the Public We will listen to and keep the public informed, acknowledge concerns, and address any impact to the public. We will work to ensure that concerns are reflected in the options we develop. We will provide feedback on how input influenced the decision. DATE: June 4, 2024 PREPARED BY: Perry Vetter, MJ Lamon, Rachel Finberg PROJECT PURPOSE - The City has received a special project request from the Edina Baseball Association (EBA) for upgrades to diamond fields within the Edina Parks system. Edina Baseball Association has requested to self-fund infield replacement from natural grass to artificial turf, backstop upgrades, and new scoreboards for fields 1 and 2 at Countryside Park. TIMELINE - Special Project Request submission: April 2024 - Parks and Recreation Commission Discussion: May 13th 2024 - Better Together Project page launched: Exact Date to be determined - Neighborhood meeting: EBA to present; City staff will coordinate logistics: TBD - Feedback 2 weeks on website in conjunction with neighborhood meeting - Parks and Recreation Commission: Review and Comment on feedback - City Council meeting: Exact date to be determined PARTICIPATION LEVEL CONSULT - Goal: Obtain public feedback on analysis, alternatives, and/or decision. - Promise: Updates will be presented, concerns taken seriously and acknowledged, and feedback shared on how public input impacts decisions. PUBLIC PARTICIPATION PLAN I TREE PROTECTION ORDINANCE I CITY OF EDINA 2 INTERESTED PARTIES - Edina Baseball Association - Residents - Park and Field Users - Neighbors - Parks and Recreation Commission - City Council - Recreation Programmers - Park Maintenance Staff - Other Edina Athletic Associations - Other PROJECT SCOPE IN SCOPE (WHAT WE KNOW) - Gather feedback on EBA proposal OUT OF SCOPE - Alterations of existing park usage and types - New park amenities outside of field proposal PUBLIC PARTICIPATION OVERALL OBJECTIVES - Provide a city-wide opportunity for others to provide feedback on the requested improvements. P2 TECHNIQUES 1. On-line Feedback 2. Neighborhood meeting 3. Park and Recreation Commission Review and Comment 4. City Council review Date: May 13, 2024 Agenda Item #: VII.B. To:Parks and Recreation Commission Item Type: Report and Recommendation From:Perry Vetter, Parks & Recreation Director Item Activity: Subject:Edina Baseball Association Special Project Request: Countryside Baseball Field Upgrades Discussion CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: The goal of adopting a special project request process is to allow residents to bring forth ideas about amenities to expand offerings in the park system. T hese requests are meant to be informal and used as a beginning point of dialogue, saving the requestor, staff and the commission from having to develop a detailed analysis for the project at the introductory stage. Community and project engagement will need to be determined and the approval process defined. Impacts to park users and neighborhood will need to be further studied and engaged. Engagement could range from inform to empower. This request starts the formal process. Staff is requesting feedback from the commission regarding the Countryside Field upgrades proposal from the association to gauge interest. Taking into account commission feedback, staff would like approval on desired next steps. INTRODUCTION: Edina Baseball Association (EBA) has submitted a special project proposal for diamond fields upgrades to fields 1 and 2 at Countryside Park and has been invited to the May 13th meeting to introduce their request. T he association, represented by Board Member Shawn Travis has prepared a proposal that addresses questions from the community member portion of our special projects request policy. ATTACHMENTS: Description Staff Report EBA Request and Supplemental Information EBA - Turf Solutions Group May 13, 2024 Parks & Recreation Commission Perry Vetter, Parks & Recreation Director Edina Baseball Association Special Project Request: Countryside Baseball Field Upgrades Information / Background: Edina Baseball Association (EBA) has submitted a special project proposal for diamond fields upgrades to fields 1 and 2 at Countryside Park and has been invited to the May 13th meeting to introduce their request. The association, represented by Board Member Shawn Travis has prepared a proposal that addresses questions from the community member portion of our special projects request policy. Edina Baseball Association is the primary user for Fields 1 and 2 at Countryside Park. Both fields have amenities such as dugouts and fencing. The applicants request and proposal outlines their association’s identified needs and justifications. The request includes replacing natural grass and turf infields with synthetic turf, replacing and extending backstops, and new scoreboards. The request also is a consideration on lighting the fields at a future date if EBA can secure funding. They will provide background and information on their organization, participants, and projected growth. Countryside Park is in the northwest quadrant of Edina, in a neighborhood bearing the same name. This park is classified as a neighborhood park at 11.6 acres. Developed in the 1960’s, this active park includes a playground, tennis courts, basketball court, lighted hockey and open skate rink, flex use field, and a shelter building with security and wayfinding lighting. Staff Analysis: When reviewing this proposal, staff identified several factors that are impacted. Neighborhood and Community Interest and Benefits: In 2016, based off Edina’s population size and recreational trends, our strategic plan identified the need for 2 baseball and 2 softball fields. When the community survey was conducted, however, this need ranked very low in overall priority so no action was requested. The addition of more baseball and softball fields was put STAFF REPORT Page 2 on hold until the community expressed need. This request supports a community expressed need for field space. Edina Parks and Recreation Department programs and maintains 44 Parks, and over 1,562 acres of open spaces in Edina. There are 56 City owned fields, 26 can be reserved and are maintained as baseball and softball fields. Youth baseball has access to 14 fields, 7 with fencing and 4 with lighting. Youth softball has use of 9 diamond fields with 5 game ready, 2 with fencing, and none with lighting. Adult softball has 3 lighted fields at Van Valkenburg Park. Pamela Park and Braemar Field both have synthetic turf fields for rectangular field sports and both are lighted. Upgrades requested support Edina’s budget pillars of Strong Foundation and Reliable Service. The project and organization promote Edina’s budget values of Stewardship, Health, and Sustainability. Funding: EBA has proposed funding these project components. Their funding would come from donations and sponsorship opportunities. Estimates and costs for this scope of work would need to be finalized, however the field improvements are projected to be near $450,000, not including a future lighting phase. EBA has indicated that there would not be a cost to the City of Edina and therefore operating and capital budget timelines do not apply at this phase. If City of Edina financial resources were requested the City functions on a bi-annual budget process. In odd year’s the City Council approves a two-year operating budget. For example, in 2023 an operating budget was proposed and approved for the fiscal years 2024 and 2025. In even year’s the City Council approves a six-year capital budget. For example, in 2024 a capital budget will be proposed this year and approved for the fiscal years 2025-2030. This project request would be considered a Capital Improvement Project (CIP) request. The CIP process would require the request to be reviewed and selected by committee, city manager, and then receive City Council approval. As part of the 2023 Commission Work Plan Initiative on alternative funding opportunities, over $2M in unfunded projects and $5.5M in horizon unfunded projects were highlighted for Athletic Association Improvements. The Capital Improvement Program for 2023-2028 identified over $35M in unfunded and unscheduled park projects. Annually, $2M is appropriated for all capital improvements, not just park requests, city wide for all departments. The lack of available funding is not a reflection of the merits of the proposed activity. Project components are not on existing or future CIPs. Fencing has been rated in good condition and a replacement timeline is not scheduled. Countryside Park is rated in great condition and has minimal deferred maintenance. EBA has proposed funding these projects with sponsorship opportunities that would need to fall within city requirements for signage and advertisement. More information would be needed and permitting required for the addition of the scoreboard and any potential sponsorship signage. STAFF REPORT Page 3 EBA has also proposed the use of facilities for tournaments which would have an impact on revenue generated from field usage. They have not implied an increase in use but instead a more reliable usage with minimal impacts for weather delays or rescheduling. EBA has completed donations in the past to upgrade field components. In 2018, EBA donated $100,000 matching funds and was awarded the Hennepin Youth Sports Grant to upgrade the lighting on Field 1 at Courtney Fields. Location. The proposal provided indicates Countryside Park fields 1 and 2 as the requested location for the special project request. This site was requested by community members as the project location. Countryside Park is city owned property and no additional land purchase would be needed for the project. The requested upgrades would not directly displace any existing recreational programming but would enhance user experience, playability, and reliability for the fields. The frequency of usage would not increase for this project, so traffic and volume potentially remains the same. The larger impact would be the seasonal duration impact. This project would increase usage in March, April, and May, as well as September, October, and November. The effect on noise is similar, not increasing in volume but increasing in duration during spring and fall when vegetative buffer is not present. The primary impact of this project on the neighborhood would be visual. Countryside Park is neighbored by 13 single family residents as well as multifamily housing. Adjacent neighbors as well as area neighbors could have impacts to their views and sightlines. Though this request is specific to EBA and Countryside Park, field upgrades, fencing upgrades, and scoreboards have been upgraded or added for numerous locations and association uses including multi-use fields and high school home fields. Strategy 4.1 of Parks, Recreation, and Trails strategic plan identifies a goal to “Design flexibility into outdoor spaces and athletic fields to meet current needs and ready adapt to future recreation trends”. The upgrades identified would upgrade user experience and increase reliability of play surfaces. Additional entities may have similar needs and future requests are possible. If EBA wishes to purse lighting at a later date, additional impacts would be noted on surrounding properties. Even with a high-quality lighting system which minimizes light trespass and glare, there is a possibility surrounding neighbors may be impacted by light placement and views from their property. Field lighting has made significant improvements in minimalization of these impacts, however there is still potential for impact. Staff would recommend a photometric study be done to show the light level impacts that project would bring. This has different levels of impacts to these neighbors near Olinger Blvd., Tracy Ave. and Hillside Rd. Increased sunset programming would potentially impact traffic and noise at Countryside Park. Hours of use are limited to park hours. New control systems also allow for lights to be scheduled, monitored, and controlled remotely by staff. Parking for diamond fields is off Olinger Blvd. and Colonial Way by the shelter building. Staff has not yet examined any detailed liability or other required factors associated with this request. An engagement and site selection process are not in place for sports lighting requests. Street lighting STAFF REPORT Page 4 request/petitions have been granted through an established process which includes impacted resident approvals. Next steps The goal of adopting a special project request process is to allow residents to bring forth ideas about amenities to expand offerings in the park system. These requests are meant to be informal and used as a beginning point of dialogue, saving the requestor, staff and the commission from having to develop a detailed analysis for the project at the introductory stage. Community and project engagement will need to be determined and the approval process defined. Impacts to park users and neighborhood will need to be further studied and engaged. Engagement could range from inform to empower. This request starts the formal process. Staff is requesting feedback from the commission regarding the Countryside Field upgrades proposal from the association to gauge interest. Taking into account commission feedback, staff would like approval on desired next steps. Those next steps for this project would include some or all of the following: • Impacts and Code Review Study: signage requirements, visual impacts, photometrics, traffic • Detailed Costing Analysis: infrastructure costs and any funding deficiency review • Community Engagement Plan: Inform, Consult, Involve, Collaborate, or Empower that would include at a minimum a Better Together Edina project page and a community meeting where EBA presents their proposal. • PARC Review and Recommend: Review next step materials and information. • City Council Review and Authorization: Staff report and Commission recommendations Appendix: EBA Special Project Request (Community Member Submission) Supplemental Reference Materials Edina Baseball Association – Countryside Park Special Project Proposals I.Please give a brief overview of your proposal. 1.EBA would like to transition from natural grass and dirt infields to artificial turf; this is a significant upgrade that brings numerous benefits. Artificial turf provides a consistent playing surface regardless of weather conditions, reducing the impact of rain and improving playability. It also requires less maintenance, saving time and resources in the long run. This change will enhance the quality of play and ensure that games and practices can proceed without delays caused by poor field conditions. 2.Extending and replacing the backstops at both fields is a practical solution to help keep foul balls within the field of play. This not only improves safety for players and spectators but also minimizes interruptions during games caused by retrieving stray balls. It demonstrates a commitment to creating a safer and more efficient playing environment for everyone involved. 3.Installing two new scoreboards at each of the Countryside fields adds another layer of professionalism and functionality to the facilities. Scoreboards are essential for keeping track of game progress, inning, score, and other important information. They enhance the overall game experience for players, coaches, and spectators, creating a more immersive and enjoyable atmosphere. 4.EBA would like to discuss the ability to add lighting on these two fields and has also researched cost. This would not be a cost to the City if EBA can secure funding at a later date. Overall, these proposed upgrades align with the EBA's goal of providing high-quality facilities and experiences for its players. They demonstrate a proactive approach to addressing challenges and improving the overall infrastructure of the organization. By investing in these enhancements, the EBA is positioning itself for continued growth and success in the future. a.What is the community or neighborhood demand for the project? Expanding the EBA programming to accommodate the increasing number of younger players. Having two additional game-ready fields would indeed alleviate the pressure caused by weather constraints and provide more opportunities for practice and games, benefiting both players and coaches. Installing scoreboards on these new fields would enhance the game experience and add a professional touch to the facilities. It would also facilitate better organization during matches and make it easier for players, coaches, and spectators to track the game progress. With these improvements in place, Courtney field workload during the season could be significantly reduced, allowing for more games and practice. Additionally, having more quality fields available would likely give the EBA more options for hosting tournaments and continued growth in the program. It would also create an additional must-see facility that would compete with neighboring baseball associations. It could also allow us as a community to keep more of our current families in the EBA association instead of having to look elsewhere for baseball opportunities at younger ages. This builds our community as a whole and strengthens our baseball program all the way up to the varsity level. What is the impact on the community for not supporting the project? It's understandable that community support is crucial for any project like the proposed upgrades to the Countryside baseball fields. If there's resistance or lack of support from the community, it could indeed pose challenges for the EBA, potentially leading to difficult decisions such as reducing the number of teams at the younger age level. Reducing the number of teams could have unintended consequences, such as discouraging young players from participating in baseball altogether, sending them to other cities to play or seeking alternative sports options. What are the expected benefits derived from the project? This investment in youth sports and supporting young baseball athletes sends a powerful message to the community. It demonstrates a commitment to the well-being and development of local youth, emphasizing the importance of physical activity, teamwork, and personal growth through sports. By upgrading the baseball facilities and maintaining a high standard of quality, the EBA showcases its dedication to providing the best possible experience for young athletes. This investment not only benefits current players but also attracts future generations of baseball enthusiasts, ensuring the long- term sustainability and success of the organization. Currently other baseball organizations such as Hopkins and St. Louis Park offers many options for younger players and they continue to see growth at those younger levels. We need to bring those Edina players home and not supporting this project will continue to drive some players away, weakening our program. Every Edina kid that wants to play baseball should be able to play baseball for Edina, not another school district. This is a big step in solving that problem. Furthermore, investing in youth sports contributes to the overall health and vitality of the community. It provides opportunities for children and teenagers to stay active, learn valuable life skills, and build friendships that can last a lifetime. Additionally, well-maintained sports facilities can become community hubs, bringing people together for games, events, and social gatherings. This facility will be enjoyed by everyone, not just the baseball athletes. This also adds a nice project highlight and improvement for the Edina Parks and Recreation commission to be proud of and promote. b. Has a specific site been recommended? Countryside LL and Prep fields c. What financial resources are available in the community to fund the project? How secure are these resources and can the needed funding be sustained? EBA has planned to invest a large portion of the needed funds to secure the completion of this project. Utilizing donations from the baseball community and seeking sponsorship opportunities from local businesses will help us finish the needed funding. Offering sponsorship opportunities such as scoreboard advertising, windscreen banners, and turf business advertisements not only provides businesses with valuable exposure but also fosters a sense of partnership and investment in the local baseball community. It's a win-win situation where businesses can gain visibility while supporting a worthy cause, and the EBA can secure the funding needed for the improvements. EBA is engaging current sponsorship board members to reach out to local businesses, as they likely have existing relationships and networks that can be leveraged to garner support. The EBA is confident that businesses and individuals will jump at the opportunity to support the building of a state of the art facility that grows Edina for the good. Their involvement adds credibility and momentum to the fundraising efforts, increasing the likelihood of success. EBA is prepared to if needed, remove the signage after the end of each season and install again next season. April-Sept. EBA will fully fund this project and no City funds needed. We have done preliminary costing for all three projects to be completed for just under $450,000. EBA does not need to fund raise to start or complete this project. EBA has funds to complete without. EBA is prepared to if needed, remove the signage after the end of each season and install again next season. April-Sept. d. What alternatives have been considered? EBA has identified the best two field options for investing in improvements. EBA looked at other fields options such as Courtney but that complex doesn't need that type of makeover. It would also be much more costly to invest those types of improvements at Courtney fields (roughly 2 or 3 times as expensive). Thus that is why we determined Countryside was the best option. e. Is this project expected to continue or is it a one-time request? Is this project seasonal in nature or a year-round operation? Which seasons? This project is expected to be a one-time request. We have done research on an infield turf field and we expect to get a 10-15 year life span with minimal yearly cost. This will also reduce the city’s cost of maintaining these fields on a yearly basis. Artificial turf requires less maintenance and over time will save many resources. This would allow EBA and the city to use these new fields much longer then the time length they are currently used. Right now it's roughly May thru September. We are potentially looking at a March thru December usage. Revised Master Plan PARKS AND RECREATION TRENDS ANALYSIS 34 | COMMUNITY NEEDS ASSESSMENT NATIONAL TRENDS IN GENERAL SPORTS Basketball, a game originating in the U.S., is the most participated in sport among the traditional “bat and ball” sports with almost 24 million estimated participants. Popularity can be attributed to the ability to compete with relatively small number of participants, the limited amount of equipment needed to participate, and the limited space requirements necessary – the last of which make basketball the only traditional sport that can be played at the majority of American dwellings as a drive-way pickup game. As observed in Figure 6.1, since 2008, squash and other niche sports like lacrosse and rugby have experienced strong growth. Squash has emerged as the overall fastest growing sport, as participation levels have increased by nearly 115% over the last five years. Based on survey findings from 2008-2013, rugby and lacrosse have also experienced significant growth, increasing by 80.9% and 66% respectively. Other sports with notable growth in participation over the last five years were field hockey (31.4%), ice hockey (27.9%), gymnastics (25.1%), and beach volleyball (18.5%). From 2012 to 2013, the fastest growing sports were rugby (33.4%), field hockey (19.2%), + 81% + 66% - 45% + 115% 2008 2012 2013 12-13 08-13 Baseball 15,539 12,976 13,284 2.4% -14.5% Basketball 26,108 23,708 23,669 -0.2% -9.3% Cheerleading 3,192 3,244 3,235 -0.3%1.3% Field Hockey 1,122 1,237 1,474 19.2% 31.4% Football, Flag 7,310 5,865 5,610 -4.3%-23.3% Football, Tackle 7,816 6,220 6,165 -0.9%-21.1% Football, Touch 10,493 7,295 7,140 -2.1%-32.0% Gymnastics 3,975 5,115 4,972 -2.8%25.1% Ice Hockey 1,871 2,363 2,393 1.3% 27.9% Lacrosse 1,092 1,607 1,813 12.8% 66.0% Racquetball 4,611 4,070 3,824 -6.0%-17.1% Roller Hockey 1,569 1,367 1,298 -5.0%-17.3% Rugby 654 887 1,183 33.4% 80.9% Soccer (Indoor)4,487 4,617 4,803 4.0% 7.0% Soccer (Outdoor)13,996 12,944 12,726 -1.7% -9.1% Softball (Fast Pitch)2,331 2,624 2,498 -4.8%7.2% Softball (Slow Pitch)9,660 7,411 6,868 -7.3%-28.9% Squash 659 1,290 1,414 9.6% 114.6% Tennis 17,749 17,020 17,678 3.9%-0.4% Track and Field 4,604 4,257 4,071 -4.4%-11.6% Ultimate Frisbee 4,459 5,131 5,077 -1.1%13.9% Volleyball (Court)7,588 6,384 6,433 0.8% -15.2% Volleyball (Sand/Beach)4,025 4,505 4,769 5.9% 18.5% Wrestling 3,335 1,922 1,829 -4.8%-45.2% National Participatory Trends - General Sports NOTE: Participation figures are in 000's for the US population ages 6 and over Participation Levels % ChangeActivity Legend:Large Increase (greater than Moderate Decrease (0% to -25%) Large Decrease Figure 6.1 - National Trends in General Sports Edina Level of Service Standards PARKS: Anticipated Future Park Development 2014 - 2019 Park Type Edina Inventory Meet Standard/Need Exists Future Amenity Developments Total 2014-2019 Meet Standard/Need Exists Mini Parks 16.95 0.35 acres per 1,000 0.50 acres per 1,000 Need Exists 7 Acre(s)- - Need Exists 8 Acre(s) Neighborhood Parks 93.31 1.92 acres per 1,000 1.75 acres per 1,000 Meets Standard - Acre(s)- - Meets Standard - Acre(s) Community Parks 319.88 6.58 acres per 1,000 7.00 acres per 1,000 Need Exists 21 Acre(s)- - Need Exists 34 Acre(s) Special-Use Parks 760.36 15.64 acres per 1,000 11.00 acres per 1,000 Meets Standard - Acre(s)- - Meets Standard - Acre(s) Open Space/Greenway 191.43 3.94 acres per 1,000 4.50 acres per 1,000 Need Exists 27 Acre(s)- - Need Exists 36 Acre(s) Total Park Acres 1,381.93 28.42 acres per 1,000 24.75 acres per 1,000 Meets Standard - Acre(s)- - Meets Standard - Acre(s) OUTDOOR AMENITIES: Picnic Pavilions (Small & Medium)7.00 1.00 site per 6,947 1.00 site per 5,000 Need Exists 3 Sites(s)- - Need Exists 3 Sites(s) Pavilions (Large & Indoor)3.00 1.00 site per 16,209 1.00 site per 10,000 Need Exists 2 Sites(s)- - Need Exists 2 Sites(s) Baseball Fields 11.00 1.00 field per 4,421 1.00 field per 4,000 Need Exists 1 Field(s)- - Need Exists 2 Field(s) Softball Fields 11.00 1.00 field per 4,421 1.00 field per 4,000 Need Exists 1 Field(s)- - Need Exists 2 Field(s) Multi-Use Field (Soccer/Lacrosse/Football/Rugby) (Youth Size) 12.00 1.00 field per 4,052 1.00 field per 3,500 Need Exists 2 Field(s)- - Need Exists 2 Field(s) Multi-Use Field (Soccer/Lacrosse/Football/Rugby) (Adult Size) 9.00 1.00 field per 5,403 1.00 field per 3,500 Need Exists 5 Field(s)Fields at Pamela Park 4.00 Need Exists 1 Field(s) Outdoor Basketball Courts 9.00 1.00 court per 5,403 1.00 court per 4,000 Need Exists 3 Court(s)- - Need Exists 4 Court(s) Tennis Courts 13.00 1.00 court per 3,740 1.00 court per 4,000 Meets Standard - Court(s)- - Meets Standard - Court(s) Indoor Ice Sheets 3.00 1.00 site per 16,209 1.00 site per 15,000 Meets Standard - Sites(s)- - Meets Standard - Sites(s) Outdoor Ice Sheets 23.00 1.00 site per 2,114 1.00 site per 2,500 Meets Standard - Sites(s)- - Meets Standard - Sites(s) Playgrounds (Youth & Tot)27.00 1.00 site per 1,801 1.00 site per 2,000 Meets Standard - Site(s)- - Meets Standard - Site(s) Dog Parks 1.00 1.00 site per 48,626 1.00 site per 30,000 Need Exists 1 Site(s)- - Need Exists 1 Site(s) Volleyball Pit 1.00 1.00 site per 48,626 1.00 site per 20,000 Need Exists 1 Site(s)- - Need Exists 2 Site(s) Skate Board Area 1.00 1.00 site per 48,626 1.00 site per 40,000 Meets Standard - Site(s)- - Meets Standard - Site(s) Multi-Use Trails (Miles) 13.82 0.28 miles per 1,000 0.75 miles per 1,000 Need Exists 23 Mile(s)Nine-Mile Creek Trail & Pamela Park Trail 8.95 Need Exists 15 Mile(s) Community Gardens 1.00 1.00 site per 48,626 1.00 site per 50,000 Meets Standard - Site(s)- - Meets Standard - Site(s) Disc Golf Courses 1.00 1.00 site per 48,626 1.00 site per 40,000 Meets Standard - Site(s)- - Meets Standard - Site(s) Outdoor Pools 1.00 1.00 site per 48,626 1.00 site per 40,000 Meets Standard - Sites(s)- - Meets Standard - Sites(s) INDOOR AMENITIES: Recreation Centers (Square Feet)42,000.00 0.86 SF per person 2.00 SF per person Need Exists 55,252 Square Feet - - Need Exists 59,008 Square Feet 48,62650,504 Notes: 2014 Estimated Population 2019 Estimated Population 2014 Inventory - Developed Facilities 2014 Facility Standards 2019 Facility Standards Current Service Level based upon population Recommended Service Levels; Revised for Local Service Area Additional Facilities/ Amenities Needed Additional Facilities/ Amenities Needed Figure 7.1 - Level of Service Standards (LOS) LEVEL OF SERVICE STANDARDS The consultant team evaluated park facility standards using a combination of resources. This information allowed standards to be customized to the City of Edina. Figure 7.1 shows the Level of Service Analysis for Edina. The first column is the park type or amenity being analyzed. The second column is a current total inventory system-wide for that park or amenity. The 2014 estimated population of Edina is then used to calculate the current service level or “units per population”. The first set of lime columns show the recommended level of service for Edina. This is created based upon National Recreation and Park Association (NRPA) guidelines, recreation activity participation rates reported by the Sports & Fitness Industry Association’s (SFIA) 2014 Study of Sports, Fitness, and Leisure Participation as it applies to activities that occur in the United States and in the Edina area, community and stakeholder input, the 2014 Community Needs Assessment Survey and the planning team’s observations. The 2014 Facility Standards show where need might exist based off of current population estimates and current inventory, while the 2019 Facility Standards show where need might exist based off of 2019 population estimates, current inventory, and the addition of anticipated future park developments. As one can see there are many needs to be met in the present and future. The standards outlined are not aggressive, but are conservative. When looking at needs, the design team focused on the 2019 projections. These projections allowed for planning suggestions to be made that would allow time for implementation. The following park amenities were shown to have needs that exist: LEVEL OF SERVICE 184 | CITY OF EDINA BASEBALL/SOFTBALL FIELDS - The LOS projections show a need for two additional baseball fields and two softball fields in Edina. However, the need was not correlated in the community survey and was ranked very low in overall priorities. It is recommended that the current baseball and softball fields should be maintained, and the addition of more baseball and softball fields should be put on hold and revisited as the need is expressed by the community. Figure 7.3 shows all EPRD baseball/softball fields and other non-EPRD baseball/softball fields. City of Edina Baseball & Softball Fields 5-Minute Walk 10-Minute Walk WILLIAMSPARK WOODDALE PARK UTLEY PARK BROWNDALE PARK TODDPARK HIGHLANDSPARK GARDENPARK MELODY LAKEPARK ARDEN PARK PAMELA PARK STRACHAUER PARK ROSLANDPARK ARNESONACRES FRED RICHARDS PARK CENTENNIAL LAKES EDINBOROUGHPARK YORKTOWNPARK EDINA PROMENDADE LEWIS PARK MCQUIRE PARK HEIGHTS PARK NORMANDALE PARK BRAEMARGOLF COURSE CREEK VALLEY PARK BREDESEN PARK WALNUT RIDGE PARK FOX MEADOW PARK VAN VALKENBURG PARK COUNTRYSIDEPARK BIRCHCREST PARK TINGDALE PARK ST. JOHNS PARK CHOWEN-PARK YORKPARK GRANDVIEW SQUARE FRANK TUPAPARK SHERWOODPARK KOJETINPARK WEBER FIELDPARK ALDEN PARK BRAEMARPARK ORNELIA SCHOOL PARK Softball Field (non EPRD) Baseball Field(non EPRD) Good Fair Poor Baseball Field Softball Field EDINA COMMUNITY CENTER & SOUTH VIEW MIDDLE EDINA HIGH SCHOOL & VALLEY VIEW MIDDLE SCHOOL Figure 7.3 - Baseball and Softball fields map PARKS, RECREATION & TRAILS STRATEGIC PLAN | A-7 APPENDIX A PARKS, OPEN SPACE & TRAILS Our vision for parks, open spaces, and trails is to ensure parks are a source of community pride by providing a balance of active and passive spaces that are well connected and reflect high quality design principles and maintenance standards; allowing all residents to engage in healthy activities. PARKS GOAL 1- PROMOTE CONNECTIONS TO THE PARK SYSTEM WITHIN THE CITY, AND TO THE SURROUNDING REGION STRATEGY 1.1 Prioritize the development and implementation of a multi-use trail network that connects parks and facilities together, and connects to key destinations throughout the City. Tactic Implementation Year Performance Measure 1.1.1 Achieve a .75 miles per 1,000 people goal for hard surface trails to connect neighborhoods, major attractions (historical and cultural), and community parks via trails. 2016-2026 Add 15 additional miles of trail to meet 2019 population projections (in addition to Nine Mile Creek trail). 1.1.2 Coordinate with Engineering to seek funding to support developing a system of on street shared lanes, separated bike lanes, and off-street hard surface trails connecting to parks. Prioritize off-street trails and separate bike lanes. Ongoing Dollars committed in the 2016 budget to trail implementation. 1.1.3 Coordinate with Engineering Department and collaborate with other Community programs including Bike Edina, Edina Living Streets program, Active Routes to Schools, Sidewalk Priority Plan, and Capital Improvement Plan. Ongoing Identify shovel ready projects and commit dollars in the 2018 budget 1.1.4 Provide facilities to support existing trails and the new Nine Mile Creek Regional trail e.g. - restrooms, drinking fountains, and appropriate waste/ recycling facilities. 2020 Identify facility needs and incorporate into capital improvements plan. 1.1.5 Provide facilities in parks to fully supported bicycle use including adequate bike parking and racks, bicycle library, covered parking, tandem bikes for senior, bike trailers for families, and repair stands, etc... 2020 Identify shovel ready projects and commit dollars to 2020. A-8 | CITY OF EDINA APPENDIX A STRATEGY 1.3 Market parks and programs throughout the city to inform residents of offerings. Tactic Implementation Year Performance Measure 1.3.1 Dedicate communications staff to EPRD efforts. 2016 Dedicate communications staff for. 1.3.2 Present this Strategic Plan across departments and community groups that may be unfamiliar with it to build connections. 2015 Presentations to non- traditional groups. 1.3.3 Create and implement a naming policy for parks and future facilities.2016 Integrate into Parks plan by 2017. PARKS GOAL 2 - ENSURE EXCELLENCE AND EQUITABLE ACCESS TO PARKS FOR ALL RESIDENTS. STRATEGY 2.1 Pursue Commission for Accreditation of Park and Recreation Agencies (CAPRA) Accreditation and strive for Gold Medal Recognition. Tactic Implementation Year Performance Measure 2.1.1 Research CAPRA requirements, highlight where EPRD has gaps, and develop plan to achieve requirements.2017 Apply and achieve CAPRA accreditation. 2.1.2 Apply for Gold Medal Award.2020 Receive Gold Medal Award recognition. STRATEGY 1.2 Develop, refine, and implement the branding, signage, and wayfinding plan included in this strategic plan. Tactic Implementation Year Performance Measure 1.2.1 Create a comprehensive branding, signage and wayfinding plan for all EPRD properties and programs.2016 Dedicated funding for completing branding plan. 1.2.2 Coordinate with other departments and incorporate branding throughout City materials. 2017 Update websites, implement first installation project(s). 1.2.3 Replace park signage with updated branding.2016+Replace signage with phased approach. PARKS, RECREATION & TRAILS STRATEGIC PLAN | A-9 APPENDIX A STRATEGY 2.2 Match development and redevelopment of park system and maintenance facilities to population growth and demographics changes. Tactic Implementation Year Performance Measure 2.2.1 Transition under utilized amenities and replace with more productive amenities that are tied to neighborhood needs (Reference Edina Level of Service Standards file). 2025 Updated Park Master Plans remove outdated amenities as part of lifecycle management plan every year for the next five years. 2.2.2 Refer to included facility assessments and inventories to identify key facilities such as restrooms, drinking fountains, signage, parking, and other comfort and convenience features in need of replacement, and develop a plan to replace deficient infrastructure not meeting Park System standards. 2018 Identify deficient infrastructure and create implementation/ replacement plan. 2.2.3 Establish and utilize a Furniture, Fixture, and Equipment (FFE) standard and inventory for park and recreation amenities, (e.g. basketball hoops, outdoor lighting, outdoor benches, etc.) parts inventories, and enhanced maintenance efficiency. 2018 Established FFE standards plan. A-10 | CITY OF EDINA APPENDIX A PARKS GOAL 3 - INCREASE THE HEALTH AND SAFETY OF THE PARKS AND TRAIL SYSTEM. STRATEGY 3.1 Update all parks and trails to 2010 Americans with Disabilities Act (ADA) Standards for Accessible Design. Tactic Implementation Year Performance Measure 3.1.1 Complete inventory and assessment of all park infra- structure regarding 2010 ADA standards.2020 New facilities meet or exceed standard. Integrate into RFP. 3.1.1 Require all new infrastructure to meet 2010 ADA standards 2025 New facilities meet or exceed standard. Integrate into RFP. 3.1.2 Upgrade existing facilities not meeting ADA standard 2025 5 - year plan to prioritize and implement updates. STRATEGY 3.2 Ensure safety throughout the park system. Tactic Implementation Year Performance Measure 3.2.1 Incorporate Crime Prevention through Environmental Design (CPED) principles and guidelines into parks and recreation site design and ongoing maintenance practices. 2017 Integrate requirement into RFPs for new facilities and renovations. Consider hiring consultant to evaluate existing facilities and make recommendations. PARKS, RECREATION & TRAILS STRATEGIC PLAN | A-11 APPENDIX A PARKS GOAL 4 - REVITALIZE EXISTING PARKS BY ALIGNING PARK, OPEN SPACE, AND TRAIL INFRASTRUCTURE WITH CURRENT AND ANTICIPATED COMMUNITY NEEDS. STRATEGY 4.1 Design flexibility into outdoor spaces and athletic fields to meet current needs and readily adapt to future recreation trends. Tactic Implementation Year Performance Measure 4.1.1 Consult Level of Service study to identify gaps and recommendations.2016 3 Multi-use fields identified as a need by 2019. 4.1.2 Consider alternative surfaces for high use areas (e.g. artificial turf, high performance turf, etc.)2020 Long term cost benefit analysis of capital and maintenance costs. 4.1.3 Ensure adequate lighting to extend playability times throughout the year and in morning/ early evening times.2020 Utilize facility analysis to identify lightinig issues. 4.1.4 Prioritize flexibility and community gathering spaces in future master plans and renovation projects.Ongoing Integrate goals and/ or requirements into RFPs for future park master plans. STRATEGY 4.2 Provide specialized park infrastructure to address under served needs, emerging trends, and support year round uses. Tactic Implementation Year Performance Measure 4.2.1 Prioritize projects to increase the Level of Service (LOS) in areas where data shows the highest need.Ongoing Seek funding for new or renovated park and recreation facilities and properties based on LOS. 4.2.2 Provide infrastructure to support winter uses and trails into existing parks for a variety of skills and mobility uses that will bring more residents to parks in winter months. 2020 Integrate winter uses into all parks and trails plans. 4.2.3 Emphasize year round opportunities at Braemar Park to cross pollinate with existing activities. Explore mountain biking trails, snow making for ski trails, biathlon training infrastructure, and additional winter uses. 2017 Increase marketing of Braemar Park winter trail and include winter trail planning in Braemar Park Master Plan. 4.2.4 Require community driven master plans and/ or public input process for all projects with greater than $250,000 improvements. 2017 Complete a community driven master plan for Fred Richards. 4.2.5 Evaluate current and future needs and locations for Community Gardens. Consider sites near apartments/ condos and higher density areas with limited access to usable planting space - where needs may be greater. 2020 Evaluate community garden use and community desire. Date: June 4, 2024 Agenda Item #: VI.F. To:Mayor and City Council Item Type: Report / Recommendation From:Rachel Finberg, Park Planner Item Activity: Subject:Waive Permit Fees for Braemar Park Courtney Baseball Fields Sports Netting Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Waive Edina building permit and plan review fees (excluding required $542.58 surcharge fee) for the Braemar Park Project at Courtney Baseball Fields valued at $12,638.69. INTRODUCTION: The Braemar Park Master Plan Implementation project has been funded by local option sales tax. This portion of the project includes master plan identified upgrades to Courtney Field specifically replacement of batting cages, upgrades to safety netting including backstops, dugout screening, sideline, and overhead netting. ATTACHMENTS: Description ED21331 Permit Fees Date: June 4, 2024 Agenda Item #: VI.G. To:Mayor and City Council Item Type: Request For Purchase, Other From:Rachel Finberg, Park Planner Item Activity: Subject:Request for Purchase: Braemar Park Design and Engineering Services Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Request for Purchase for conceptual design and engineering services in Braemar Park Master Plan for Braemar Golf Dome Parking Lot Expansion and Hilary Lane Reconstruction with Short Elliot Hendrickson Inc (SEH) for $150,565. INTRODUCTION: At 500 acres Braemar Park attracts both residents and regional visitors to its numerous recreational opportunities often utilizing Braemar Boulevard/ Hilary Lane for access. The Braemar P ark Master Plan identified upgrades for this critical road network to support multi-modal transportation and increase bike and pedestrian safety. SEH, through their master services contract will provide preliminary design for reconstruction of Braemar Boulevard/Hilary Lane as well as a trailhead parking near the Braemar Golf Dome. SEH will look into parking and traffic impacts, environmental impacts, and accessibility opportunities. Road construction will be funded when state aid funding becomes available. Parking, biking, and pedestrian upgrades will be supported by local option sales tax funding. ATTACHMENTS: Description Request for Purchase: Braemar Park Design and Engineering with SEH SEH Preliminary Design Agreement Request for Purchase Requisition Number 1 CITY OF EDINA 4801 W 50th St., Edina, MN 55424 www.EdinaMN.gov | 952-927-8861 12400158 Department:Parks & Recreation Buyer:Rachel Finberg Date: 05/28/2024 Requisition Description:Braemar Park Parking Lot and Hilary Ln Improvements Vendor:SHORT-ELLIOT-HENDRICKSON INCORPORATED Cost:$150,565.00 REPLACEMENT or NEW:REPLACEM - REPLACEMENT PURCHASE SOURCE:SERVIC K - SERVICE CONTRACT DESCRIPTION:Preliminary design and engineering for Hilary Lane and Braemar Park. BUDGET IMPACT: Local Option Sales Tax Environmental Impact - item specific: 2 COMMUNITY IMPACT:Braemar Park draws regional users for passive and active recreation. ENVIRONMENTAL IMPACT:Design will examine sustainability impacts and benefits to multimodal. 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: Engineers | Architects | Planners | Scientists Short Elliott Hendrickson Inc., 10650 Red Circle Drive, Suite 500, Minnetonka, MN 55343-9229 952.912.2600 | 800.734.6757 | 888.908.8166 fax | sehinc.com SEH is 100% employee-owned | Affirmative Action–Equal Opportunity Employer SUPPLEMENTAL LETTER AGREEMENT May 28, 2024 RE: City of Edina, Minnesota Braemar Golf Dome Parking Lot Expansion and Hilary Lane 30% Design SEH No. EDINA 178080 10.00 Ms. Rachel Finberg Park Planner City of Edina Parks and Recreation Department 4801 W 50th Street Edina, MN 55424 Dear Rachel: Short Elliott Hendrickson Inc. (SEH®) appreciates the opportunity to submit the attached proposal for preliminary engineering services relative to the referenced project. Project Understanding/Scope of Services Our scope of work includes the 30% design of improvements on Hilary Lane from TH 169 Frontage Road to Gleason Road and a parking lot expansion at Braemar Golf Dome. Hilary Lane preliminary design: Specific improvements to be analyzed on Hilary Lane include: Roadway narrowing Addition of curb and gutter to both sides Extension of shared-use path on south side from west of the golf course cart path bridge to TH 169 Frontage Road Stormwater and floodplain requirements for linear projects in Nine Mile Creek Watershed o Rate and volume control BMPs o Compensatory flood storage Two alternatives will be analyzed. The first will match the existing width of the urban section along the north side of the golf course with a shared use path along the south curbline. The second will be designed at the minimum allowable widths per Municipal State Aid rules and will also include a shared use path along the south curbline. Braemar Golf Dome parking lot: Specific improvements to be analyzed at Braemar Golf Dome parking lot include: Two parking lot expansion alternatives: o Raised expansion with separate pickleball courts o Raised dual-use expansion with parking and pickleball courts Preliminary grading design for pickle ball courts and access paths Preliminary lighting design/photometrics Preliminary retaining wall layout and design Preliminary stormwater treatment improvements, including outlet of in-place underground stormwater treatment device Ms. Rachel Finberg May 28, 2024 Page 2 A feasibility level analysis of additional stormwater improvements including stream stabilization upstream of the golf course, and the alteration of several wetlands and ponds within the golf course will also be conducted in order to maximize the benefits to areas impacted with reconstruction of Hilary Lane and the Golf Dome parking lot. The additional improvements will provide alternatives that may help to meet the requirements and wishes of golf course staff, the Watershed, and provide additional water quality benefits to the City of Edina. Results of this feasibility analysis will be included in preliminary stormwater report and will include: A summary of existing delineation reports Watershed and USACE permitting and mitigation requirements A high level analysis of cost and benefits including flood and water quality benefits Recommendations for projects to be completed with Hilary Lane and the golf dome parking lot and additional information necessary to progress design Parking and Traffic Study: Our scope includes completing a parking and traffic study for the parking lot expansion of Braemar Golf Dome. Due to the peak activity for the golf dome occurring during the winter months, the ideal season to collect existing conditions data (e.g., traffic data and parking utilization data). However, our team can apply reasonable factors to data collected during any season, based on feedback from the City and agreement on the methodology. The scope of services will include the following: Parking Study Scope o We propose to collect parking utilization data during a typical weekday PM peak hour and typical weekend midday peak hour to understand the current parking demands at the golf dome. Utilization counts will be collected in the off-street parking lot as well as along Braemar Blvd adjacent to the golf dome. It would be advantageous to collect these counts during the peak season; however, agreed-upon factors can be applied if data is collected in off-peak times. o Parking analysis will compare the parking utilization data to the proposed parking lot expansion to understand if demands will be met or if further considerations are recommended to meet the demands. o SEH will compare the proposed parking lot expansion and overall supply to the Edina City code requirements. o Summary of findings will be provided in a draft and final parking and traffic study memo. Traffic Study Scope o We propose to evaluate two peak hours: 1) Weekday PM and 2) Weekend peak hour (midday or PM) based on the understood activity of the golf dome. o Traffic data will be collected at the two driveways to the existing parking lot off Braemar Blvd. Traffic data will be processed for 13-hrs on a weekday and weekend (Saturday or Sunday) to determine the existing peak hour activity. o If data is collected in the off-season (i.e., summer or fall), SEH will work with the City to estimate a factor to scale-up the traffic to expected peak winter season activity. o Trip generation estimates will be completed based on the proposed ite plan and parking lot expansion using the Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition. o The estimated additional trips will be distributed at the driveways based on existing traffic volumes and activity. o Traffic forecasts will be completed based on expected growth in the area and historic daily traffic volumes on adjacent street networks. Traffic will be forecasted to the build year and design year (+10 years). o Traffic operations analysis will be completed using methodologies outlined in the Highway Capacity Manual (HCM 6th Edition), utilizing modeling software such as Synchro/SimTraffic or Highway Capacity Software (HCS 2023). The capacity analysis results will help determine if negative impacts are expected to the public roadway and if any mitigation efforts are recommended (e.g., turn lanes) Ms. Rachel Finberg May 28, 2024 Page 3 o Bicycle and pedestrian facilities will be reviewed as part of the future Conditional Use Permit, documenting existing conditions, facilities, and recommendations to promote bicycle and walking activity in the area. o Summary of findings will be provided in a draft and final parking and traffic study memo. It is assumed that a Travel Demand Management Plan is not required as part of the proposed parking lot expansion. The preparation and submittal of a Conditional Use Permit is not included. Our scope also includes Gopher State One Call, topographic survey of both project areas (including storm structure measuredowns), wetland delineation along Hilary Lane, up to two review and coordination meetings with City staff, one coordination meeting Nine Mile Creek Watershed District staff, development of a cost estimates, and development of summary memorandum. Deliverables will consist of: Preliminary Stormwater Management memorandum Short (2-3 page) project memorandum discussing alternatives reviewed, anticipated impacts and costs, and recommendations Roadway typical section(s) for recommended alternative 30% design roadway plan and profile for recommended alternative Cross sections for recommended alternative Two two-dimensional parking lot expansion concepts Cost estimate in 2025 dollars Assumptions: Geotechnical investigation, public engagement, and private utility coordination tasks are not included. Retaining wall designs will consist of selecting wall type and determining approximate construction limits using Braemar Golf Dome soil boring logs (provided by City) and one hand auger (completed by SEH geotechnical staff) Pickle ball court dimensions will be based on ISG concepts Lighting designs/photometrics and cost estimating will be completed for each parking lot concept Wetland delineation includes development and submittal of report to Nine Mile Creek Watershed District and United States Army Corps of Engineers for compliance with Minnesota Wetland Conservation Act and federal regulations Analysis of additional improvements including stream stabilization and pond alteration will be high level and based on LiDAR, site visits, and existing information. Meeting with Nine Mile Creek Watershed District staff will discuss project scope, proposed improvements, stormwater treatment requirements, claiming of credit for extra capacity within existing device, and brainstorm stormwater treatment solutions All meetings will be held virtually We will refine parking lot expansion concepts developed by ISG in February 2024 City staff will coordinate with Golf Dome staff to provide peak season usage data Schedule Anticipated Project Schedule Item No. Item Description Item Key Milestone Date 1 Receive Approval to Begin Project May 2024 2 Topographic Survey/Wetland Delineation June-July 2024 3 Parking and Traffic Study June-August 2024 4 Complete Preliminary Engineering July-September 2024 5 30% Design Submittal October 2024 Fees, Billing & Estimated Project Costs Ms. Rachel Finberg May 28, 2024 Page 4 If accepted, this supplemental letter agreement describes how we will provide these services for a not-to-exceed fee of $150,565.00. This amount is detailed in the attached Task Hour Budget (THB) and includes our reimbursable expenses. We will bill the City monthly for reimbursable expenses and on an hourly basis for labor. We will provide these services in accordance with our Agreement for Professional Engineering Services dated June 4, 2013, herein called the Agreement. This Supplemental Letter Agreement, THB, and the Agreement represent the entire understanding between the City of Edina and SEH in respect to the project and may only be modified in writing if signed by both parties. We look forward to working with you and your staff on this project. Please contact me at 952.912.2629 or wbauer@sehinc.com with questions regarding this proposal. Sincerely, SHORT ELLIOTT HENDRICKSON INC. William Bauer, PE Toby Muse, PE (Lic. IA, MN, SD) (Lic. MN) Project Manager Client Service Manager Enclosures Accepted on this ___day of________________, 2024 City of Edina, Minnesota By: _________________________________ Name _________________________________ Title PM PE PE Grad Eng PE PE Grad Eng Grad Eng Scientist Sr TechSurvey Crew Chief Admin TechReimbursable Expenses (1) Total1.1111124261.2Virtual Meeting2211 11 1 16Includes up to two (2) virtual meetings with City staff to review typical section(s), anticipated private property and/or utility impacts, retaining wall needs, and other construction constraints44 2102.11451232211211145222.24444Includes structure measure downs66Includes full topographic survey and storm measure downs on Hilary Ln from TH 169 Frontage to Gleason and Braemar Golf Dome parking lot909044442211Internal kickoff meetingSanitary/storm sewer manhole/catch basin structure survey dataTopographic SurveyHorizontal Survey Control - City MonumentsVertical Survey Control - Bench LoopsTopographic SurveyExisting Conditions Photos, Video, etc.Complete storm sewer structure inventoryReview existing street conditionObserve drainage patternsReview street closure/detour impactsReduce survey data into basemap (Create CAD BA file)Incorporate available info into basemap (Utility Maps, Data Collection information, etc.)Develop project existing surface modelDevelop project right of way basemap (Create CAD RW file)SEH Project #178080Date: May 13, 2024Billing TitleTask #1 - Project ManagementAssumptions/NotesClient: City of EdinaProject Name: Braemar Golf Dome and Hilary Lane 30% DesignRevision Date: May 15, 2024Contract and GeneralDevelop supplemental letter agreementCreate project in accounting systemInvoice managementMeetings (Notice, Agenda, Materials, Minutes)Kickoff meeting with ClientDesign review meetings with CityTask #2 - Data Collection and Topographic SurveyData CollectionCollect Data from Client (CAD, GIS, Photos, Reports, etc.)Utility Coordination ProcessConduct Utility Gopher State One Call & Collect Private Utility MapsPage 1 of 4 PM PE PE Grad Eng PE PE Grad Eng Grad Eng Scientist Sr TechSurvey Crew Chief Admin TechReimbursable Expenses (1) TotalBilling Title Assumptions/Notes2.33030141422443.1145Includes 2 alternatives provided by ISG. Pickleball court path and courts are included.44549Includes 2 alternatives provided by ISG. Pickleball court path and courts are included.2151714581624Estimate will be completed in 2025 dollars for both alternatives148133.211141444663311333.32244SEH will not be performing any investigation. Will use existing data and information from the City.22442424225522Estimate will be completed in 2025 dollars224.1Includes 2 alternatives. 1 - keep existing urban section on Hilary Ln and extend to US 169 Frontage Rd. 2 - Narrow lanes to State Aid minimums with 10' trail.42428Includes 2 alternatives. 1 - keep existing urban section on Hilary Ln and extend to US 169 Frontage Rd. 2 - Narrow lanes to State Aid minimums with 10' trail.412012411Quantity Calculations and Cost EstimatingRetaining Wall Preliminary DesignInternal Meetings30% Cost EstimateSite VisitGeotechnical 30% DesignPrepare Soil Parameters EstimateEvaluate Subgrade/Soil CorrectionsEvaluate Retaining Wall Options (up to 3)Drainage ReviewPavement Design for Parking LotSite Investigation/Data CollectionReview Existing data/conditionsParking Lot Lighting Preliminary DesignQA/QCLightingInternal Project CoordinationExternal Project CoordinationLighting selectionPhotometrySite VisitEstimate/QuantitiesParking StudyIdentify potential public/private utility conflictsDetermine typical sectionsDevelop grading limits for all alternatives30% Cost EstimateSubmit wetland report to NMCWD and USACEAdjust boundaries as necessary following agency reviewPreliminary Parking Lot and Utility DesignWetland DelineationConduct wetland delineationPrepare wetland report, boundaries, and resultsTask #3 - Golf Dome Parking Lot Preliminary DesignTask #4 - Hilary Lane Preliminary DesignPreliminary DesignProposed Geometrics Street and Shared Use PathDevelop alignmentsDevelop profiles and corridor modelsDetermine typical sectionsPage 2 of 4 PM PE PE Grad Eng PE PE Grad Eng Grad Eng Scientist Sr TechSurvey Crew Chief Admin TechReimbursable Expenses (1) TotalBilling Title Assumptions/Notes32321452D linework and proposed CB locations2212 2436Estimate will be completed in 2025 dollars for each alternative1216195.1Includes Edina, Nine Mile Creek Watershed, and MPCA rules.Hours include initial meeting with Nine Mile Creek to clarify rules and collect existing permitting and modeling information. 4812Memo to include summary of requirements, opportunity areas, further information needed for additional projects and their benefit to Hilary Lane and the Golf Dome, preliminary costs for improvements required to permit Hilary Lane and the Golf Dome.41620City to provide infiltration rate and relevant permitting and as-built information. 2683 alternatives of the parking lot will be analyzed with included treatment from existing BMP. Preliminary hydrologic and water quality locations provided for largest impact scenario.824322810Includes assistance with identification of impacts and typical section and trail location.21214Analysis including preliminary hydrologic and water quality locations for widest scenario. 62430Complete HY-8 analysis of creek crossing to determine road profile and culvert crossing needs145268268Recommend additional projects to complete with Hilary Lane and Golf Dome to ensure permit compliance or provide additional co-benefits to required project work. Identify partnership opportunities and additional information required for design.816 10346.11144884412811Plans will consist of proposed geometrics, grading limits, and estimated impacts.412824841213 5 1 3 1 1 3 N/A 27Assess existing infiltration BMP capacity and addition of outlet. Conduct preliminary hydrologic and water quality modeling of proposed BMP outlet changes. Stormwater BMP Recommendations Prepare a preliminary stormwater management memo. Develop 30% plan submittalCost EstimatesPreliminary Stormwater BMP and Storm Sewer LayoutAdditional Project Opportunity Areas30% Plan SubmittalTitle SheetTypical SectionsPlan and ProfilesCross SectionsTask Hours SummaryTask #1 - Project ManagementDevelop MemorandumQA/QCTask #6 - 30% SubmittalWater Body Crossing Provide feasibility level analysis of stream stabilization and existing wetlands and wet ponds for sediment removal, expansion, or outlet reconfiguration. Hilary Lane Preliminary StormwaterCompensatory Floodplain Storage Cut/Fill AnalysisTask #5 - Water Resources Preliminary DesignIdentify stormwater management requirementsPreliminary Design30% Cost EstimateCost EstimatesGolf Dome Preliminary StormwaterTraffic StudyProposed geometricsIdentify public/private utility conflictsDevelop proposed utility base filePage 3 of 4 PM PE PE Grad Eng PE PE Grad Eng Grad Eng Scientist Sr TechSurvey Crew Chief Admin TechReimbursable Expenses (1) TotalBilling Title Assumptions/Notes$2,816.66 $916.67 $211.02 $684.82 $171.76 $170.51 $394.80 $156.60 $5,522.8531511 50 104 2 N/A 185$650.00 $2,750.00$1,444.18 $8,588.00 $14,295.48 $263.20 $5,763.30 $33,754.163 10 8 16 47 76 32 N/A 192$650.00 $1,833.33 $1,429.24 $2,243.66 $9,917.87 $9,977.95 $5,456.40 $1,166.10 $32,674.562 101224 199N/A 247$433.33 $1,833.33 $2,143.86 $3,365.49 $26,126.48 $1,770.85 $35,673.3541 130 10 N/A 181$9,359.24 $20,261.24 $1,717.60 $1,004.55 $32,342.6313 1433 4 N/A 64$2,816.66 $2,566.66$4,332.53 $526.40 $355.20 $10,597.4634 54 20 40 48 44 130 319 61 33 104 9 N/A 896$7,366.66 $9,899.99 $3,573.11 $5,609.14 $10,128.89 $10,044.06 $20,261.24 $41,881.14 $10,477.36 $5,626.92 $14,295.48 $1,184.41 $10,216.60 $150,565.00Project Fee SummaryProject Hours SummaryTask #5 - Water Resources Preliminary DesignTask Hours SummaryTask Fee SummaryTask #4 - Hilary Lane Preliminary DesignTask Hours SummaryTask Fee SummaryTask Hours SummaryTask Fee SummaryTask #6 - 30% SubmittalTask Hours SummaryTask Fee SummaryProject SummaryTask Fee SummaryTask #2 - Data Collection and Topographic SurveyTask Hours SummaryTask Fee SummaryTask #3 - Golf Dome Parking Lot Preliminary DesignPage 4 of 4 Date: June 4, 2024 Agenda Item #: VI.H. To:Mayor and City Council Item Type: Request For Purchase From:Rachel Finberg, Park Planner Item Activity: Subject:Request for Purchase: Strachauer Park Playground Equipment Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Request for Purchase for Strachauer Park Playground equipment and installation with Minnesota Playground Inc for $200,000. INTRODUCTION: The Strachauer Park playground equipment is due for replacement. Funding is sourced through the current capital improvement program with $200,000 allocated for demolition, new equipment, and installation. T he current equipment was installed in 1996 and was identified for replacement by staff based off equipment usage, traffic patterns, worn items, environmental conditions (wind, rain and sun), the type of surface – wood chips/pea rock, the age of surface, style, type and imagination of the structure. A master plan for Strachauer plan was engaged utilizing the Values Viewfinder process and approved in 2023 created a new footprint for the play container based on connections to designed features and programs. Engagement for the playground replacement was conducted through the Better Together Edina site and consisted of two surveys and resident feedback. The first survey gauged user preferences and those results were used to inform a request for proposal (RFP) from vendors. Items such as swings, slides, climbing wall, and natural play features were popular on the feedback survey and were used to evaluate and select highest scoring vendor submissions. Six vendors responded to the RFP. A second survey was conducted after staff evaluation with four layouts for public feedback as well as color schemes. Based feedback, staff selected Minnesota Playground Inc (MWP) and Option #2 layout. This purchase includes equipment for both the 2-5 and 5-12 age groups that meet modern design guidelines and ADA standards. The selected color scheme was Option #2 spring green, brown, and tan. Playground demolition, preparation, and installation is anticipated for fall to reduce impact to users. T he remaining portion of the master plan improvements are either unscheduled or unfunded at this time. ATTACHMENTS: Description Request for Purchase: Strachauer Park Playground Equipment Strachauer Playground PO and Contract Request for Purchase Requisition Number 1 CITY OF EDINA 4801 W 50th St., Edina, MN 55424 www.EdinaMN.gov | 952-927-8861 12400155 Department:Parks & Recreation Buyer:Rachel Finberg Date: 05/28/2024 Requisition Description:Strachauer Park Phase 1 Playground Equipment Vendor:MINNESOTA PLAYGROUND INC Cost:$200,000.00 REPLACEMENT or NEW:REPLACEM - REPLACEMENT PURCHASE SOURCE:STATE K - STATE CONTRACT DESCRIPTION:Replacement playground equipment for Strachauer Park. BUDGET IMPACT: CIP P&R23210 Environmental Impact - item specific: 2 COMMUNITY IMPACT:This playground will service community around the park ENVIRONMENTAL IMPACT:Materials and methods optimize sustainability. Recycling existing. 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: City of Edina Attn: Perry Vetter 4801 West 50th Street Edina, MN 55424 Phone: 952-826-0430 PVetter@EdinaMN.gov Ship to Zip 55436 Quantity Part #Description 1 RDU GameTime - PowerScape Play Unit w/ Inegrated Shade (Ages 5-12) (1) 32072 -- Trinet (Medium) W/Ps Connection (6) 80000 -- 49" Sq Punched Steel Deck (1) 81473 -- Horiz Ladder Link 98" (1) 81670 -- Crunch Bar (1) 81699 -- Bongos (1) 81766 -- Leaf Seat (1) 90047 -- 4' Small Conifer Climber (1) 90153 -- 6'/7' Std Double Vine Climber Link (5) 90266 -- 8' Upright, Alum (1) 90267 -- 9' Upright, Alum (4) 90268 -- 10' Upright, Alum (4) 90270 -- 12' Upright, Alum (4) 90272 -- 14' Upright, Alum (1) 90369 -- River Rock Climber (1) 90401 -- Std Funnel Bridge,2 Dk Span Barrier (1) 90436 -- Observation Window (1) 90653 -- 3'-6"/4'-0" Zip Swerve Slide Left (1) 90767 -- 6' Wildertube Quick 'L' (1) 90790 -- Sloped Funnel Climber Barrier (Dbl) (1) 90791 -- Sloped Funner Climber Guardrail (Dbl) (1) 90842 -- Single Spiral (2) 91140 -- High Point Entryway - Barrier (11) 91150 -- Entryway - Timbers (1) 91183 -- 6' 0" Plank Climber - Timbers (1) 91247 -- 6'6" Leaf Scramble Up (1) 91323 -- Erratic Climber 7'0"-8'0" (2) 91536 -- Access Platform (1) 91621 -- Hi-Line Climbing Link 2' Rise MWP Recreation 5101 Highway 55, Suite 6000 Golden Valley, Minnesota 55422 Ph. 800-622-5425 | 763-546-7787 Fax 763-546-5050 | harlan@mnwiplay.com CONSULTANT: HARLAN LEHMAN 04/25/2024 Quote # 104868-01-06 M - Strachauer Park RFP - OPT 2 - Edina, MN - D12196H Page 1 of 6 Quantity Part #Description (1) 91683 -- Wave Link (1) 91711 -- Modern Transfer w/Guardrail 1' Rise (1) 91793 -- 8' Quiver Climber (2) 91857 -- 10' Sunblox Square Canopy (4) G90271 -- 13' Upright, Galv (4) G90273 -- 15' Upright, Galv 1 91778 GameTime - SkyRun Zip Track 35 - Zip Seat 1 RDU GameTime - PrimeTime Play Unit w/ Integrated Shade (Ages 2-5) (2) 12022 -- 3 1/2" Uprt Ass'Y Alum 7' (2) 12023 -- 3 1/2" Uprt Ass'Y Alum 8' (3) 12024 -- 3 1/2" Uprt Ass'Y Alum 9' (1) 13540 -- Crunch Bar (1) 18200 -- 36" Sq Punched Deck P/T 1.3125 (3) 18201 -- 36" Tri Punched Deck P/T (1) 18237 -- 3'-0" Funnel Bdg W/Barrier (1) 18853 -- 10' Sunblox Square Canopy (1) 19094 -- Schooner (2'-6" & 3') (1) 19106 -- Clover Leaf (3' & 3'-6") (1) 19121 -- Curved Zip Slide (1) 19122 -- Wave Zip Slide (2'-6" & 3') (1) 19147 -- Toad Stool (1) 19408 -- Transfer System (Timbers) 2' Rise (1) 19702 -- Timbers Enclosure W/ Molded Steering W (1) 19901 -- Modern Transfer Attachment 1'-PT (4) G12025 -- 3 1/2" Uprt Ass'Y Galv 10' 1 PIP Other - Poured-in-Place Safety Surface- 545 SF Varied CFH Standard Color/Black 50-50 mix Tapered edge 1 RDU GameTime - 8' ADA PrimeTime Swing Set (2) 8696 -- Encl Seat 3 1/2"(8696) (2) 8910 -- Belt Seat 3 1/2"Od(8910) (1) 12583 -- Ada Primetime Swing Frame, 3 1/2" Od (1) 12584 -- Ada Primetime Swing Aab, 3 1/2" Od MWP Recreation 5101 Highway 55, Suite 6000 Golden Valley, Minnesota 55422 Ph. 800-622-5425 | 763-546-7787 Fax 763-546-5050 | harlan@mnwiplay.com CONSULTANT: HARLAN LEHMAN 04/25/2024 Quote # 104868-01-06 M - Strachauer Park RFP - OPT 2 - Edina, MN - D12196H Page 2 of 6 Quantity Part #Description 1 EWF Other - Engineered Wood Fiber- 268 CY 12" depth 3 161290 GameTime - Geo-Textile 2250 Sqft Roll 4 161292 GameTime - Wear Mat 36" x 36" 2 DRAIN Other - Drainage Pipe- 150 linear feet (each) 3 ERSN Other - Erosion Control Blanket 1 178749 GameTime - Owner's Kit Total $152,042.00 Comments Owner is responsible for demolition and excavation as necessary Owner is responsible for site preparation, site to be 12" below grade, flat, and level with less than 1% grade change Owner is responsible to tie new drainage into existing drainage system Owner is responsible for border to surround play area This quotation is subject to current MWP Recreation (MWP) policies as well as the following terms and conditions. Our quotation is based on shipment of all items at one time to a single destination, unless noted, and changes are subject to price adjustment. Purchases in excess of $1,000.00 to be supported by your written purchase order made out to MWP Recreation. Each quote is handled on a per order/project basis. Unless a long-term agreement is in place between purchaser and MWP, terms and conditions of this quotation shall be as outlined herein with no other requirements applicable. Any changes made to product and/or services after initial order(s) has/have been received by MWP will result in production and/or schedule time frame modifications. Please contact your regional representative to receive a revised schedule for your order/project. Indemnification; Owner/Owner's Representative will indemnify and hold Minnesota Playground, Inc., dba, MWP Recreation (MWP), harmless for all claims, damages and related costs, including reasonable legal fees and costs, arising out of Owner/Owner's Representative's negligence or noncompliance with any of its commitments under this document. MWP will indemnify and hold Owner/Owner's Representative harmless for all claims, damages and related costs, including reasonable legal fees and costs, arising out of MWP's negligence or noncompliance with any of its commitments under this document. This quotation is subject to polices in the current GameTime Park and Playground catalog and the following terms and conditions. Our quotation is based on shipment of all items at one time to a single destination, unless noted, and changes are subject to price adjustment. Purchases in excess of $1,000.00 to be supported by your written purchase order made out to GameTime, c/o MWP Recreation. Each quote is handled on a per order/project basis. Unless a long-term agreement is in place between purchaser and GameTime, terms and conditions of this quotation shall be as outlined herein with no other requirements applicable. Any changes made to product and/or services after initial order(s) has/have been received by GameTime will result in production and/or schedule time frame modifications. Please contact your regional representative to receive a revised schedule for your order/project. Pricing: f.o.b. factory, firm for 15 days from date of quotation. If placing an order after expiration of quote, please contact our office for updated pricing. A tax-exempt certificate is needed at time of order entry for all orders whether from tax-supported government agencies or not. Sales tax, if applicable, will be added at time of invoice unless a tax exempt certificate is provided at time of order entry. MWP Recreation 5101 Highway 55, Suite 6000 Golden Valley, Minnesota 55422 Ph. 800-622-5425 | 763-546-7787 Fax 763-546-5050 | harlan@mnwiplay.com CONSULTANT: HARLAN LEHMAN 04/25/2024 Quote # 104868-01-06 M - Strachauer Park RFP - OPT 2 - Edina, MN - D12196H Page 3 of 6 Payment terms: net 30 days for tax supported governmental agencies. Should this quotation be forwarded to an agency not listed on this quote, credit terms, as well as other terms and conditions herein, may be need to be altered. For instance, non-tax supported organization purchasing any or all products and/or services quoted herein may require full payment for that amount due at time of order entry. Remaining balance owed by tax supported agency, if any, shall still be net 30 days. A 1.5% per month finance charge will be imposed on all past due accounts. Equipment shall be invoiced separately from other services and shall be payable in advance of those services and project completion. Retainage not accepted. Unless already on file, please include a tax exempt certificate upon order entry whether a tax supported government agency or other. GameTime Standard Product Shipment: order shall ship within eight to ten weeks after GameTime's receipt and acceptance of your purchase order, color selections, approved submittals, and receipt of deposit, if required. Receipt of anything other than what is stated herein will not constitute an order and therefore no materials will be placed into production nor installation, if required, will be scheduled. EWF Shipment: order shall deliver within 14 - 21 days after our receipt and acceptance of your purchase order as well as schedule and weather allowing. Bulk material will ship via semi-truck/trailer with a live floor system in trailer which allows driver to deposit EWF directly onto a specific area provided proper access is available. If driver is asked to deposit EWF in certain area, driver has final say whether the site conditions allow proper access for the semi-truck/trailer. If MWP is installing EWF, bulk material will need to be deposited no farther than 30 yards from play area where surfacing is to be spread. If distance from deposited EWF to play area is greater than 30 yards, additional time/cost will be charged based on lack of site access. Additionally, this 30 yard route to install EWF must be free from any/all obstacles such as, but not limited to, landscaping, curbing, fencing, etc. Site restoration is not included and will be the responsibility of the owner/owner's representative. Road restrictions may be in effect and cause delays depending on time of year. Freight charges: Prepaid & added MWP Recreation 5101 Highway 55, Suite 6000 Golden Valley, Minnesota 55422 Ph. 800-622-5425 | 763-546-7787 Fax 763-546-5050 | harlan@mnwiplay.com CONSULTANT: HARLAN LEHMAN 04/25/2024 Quote # 104868-01-06 M - Strachauer Park RFP - OPT 2 - Edina, MN - D12196H Page 4 of 6 Poured-In-Place Surfacing: 1. See product specifications for specific detailed product information, installation information, compliance documentation, and appropriate certifications. Standard warranty included unless otherwise noted. 2. Quote is based on the information provided and is subject to change based on final installation unless indicated otherwise, in writing. Any changes or additions to this proposal, to include materials, will affect pricing. 3. Sub-base provided by others is the responsibility of the owner and/or others. The substrate must meet & specifications including drainage and grade requirements. There is no demolition or site-work included in the scope of this quote unless otherwise noted above. 4. Site access must be a minimum of 25' for trucks and mixer, with no stairs. Irrigation, sprinkler, and/or water systems must be shut off 24 hours before install and remain off until 24 hours after installation is complete. 5. Additional charges for downtime/stand-by may be assessed in the event that installation is delayed due to the site not being ready as scheduled or if installation is interrupted for reasons other than those related to weather or general public emergencies. 6. Security and waste removal during install and upon completion is the responsibility of the owner, unless specified otherwise in Project Scope. 7. Installations scheduled after 6 months of proposal acceptance may be subject to price adjustments. 8. Normal lead time is 4 weeks from order date. However, scheduling and crew deployment is subject to local weather conditions including temperature and precipitation constraints. See appropriate specification for temperature and precipitation constraints. 9. The scope of this quote does not include on-site fall attenuation testing. We do have independent laboratory testing available upon request. 10. We are not responsible for the reviewing and interpreting of contracts unless approved by Director of Surfacing or otherwise noted in the Project Scope. Installation Exclusions, unless otherwise noted herein; Permits/Licensing, State or Federal (Davis Bacon) Wages, Demolition, Builders Risk Insurance, Union Fees (PLA/PSA Contracts), Drainage, Additionally Insured, Engineering, Waste/Dumpsters, OCIP, Fall Height/Attenuation Testing, Rooftop Installations, Waiver of Subrogation, Fencing/Security, Extended Warranty, Bonding, Excavation and Site Work/Preparation, Site Restoration. The following is a non-inclusive list of items that may result in additional charges (Change Order) where work cannot commence until Change Order(s) are fully executed. Sub Base not to installation standards Installation of Play Equipment not complete, resulting in return trip Poor Site Access not identified in Proposal or Project Scope Customer requirement/request for work on weekends, holidays, or overtime Any and all scope variations not agreed upon in writing Security that was not included in the base quote Waste Removal that was not included in the base quote Exclusions: unless specifically included, this quotation excludes all site work and landscaping; removal of existing equipment; acceptance of equipment and off-loading; storage of goods prior to installation; equipment assembly and installation; safety surfacing; borders and drainage provisions. Order Information: Bill To: _____________________________________________ Ship To: _____________________________ Company: ___________________________________________ Project Name: ________________________ Attn: ________________________________________________ Attn: _____________________________ Address: _____________________________________________ Address: ____________________________ City, State, Zip: _______________________________________ City, State, Zip: ______________________ Contact: ______________________________________________ Contact: ____________________________ Tel: _________________________________________________ Tel: ________________________________ Fax: _________________________________________________ Fax: ________________________________ MWP Recreation 5101 Highway 55, Suite 6000 Golden Valley, Minnesota 55422 Ph. 800-622-5425 | 763-546-7787 Fax 763-546-5050 | harlan@mnwiplay.com CONSULTANT: HARLAN LEHMAN 04/25/2024 Quote # 104868-01-06 M - Strachauer Park RFP - OPT 2 - Edina, MN - D12196H Page 5 of 6 Acceptance of quotation: Accepted By (printed): _________________________________ P.O. No: _____________________________ Signature: ___________________________________________ Date: ________________________________ Title: _______________________________________________ Phone: ______________________________ Facsimile: __________________________________________ Purchase Amount: $152,042.00 MWP Recreation 5101 Highway 55, Suite 6000 Golden Valley, Minnesota 55422 Ph. 800-622-5425 | 763-546-7787 Fax 763-546-5050 | harlan@mnwiplay.com CONSULTANT: HARLAN LEHMAN 04/25/2024 Quote # 104868-01-06 M - Strachauer Park RFP - OPT 2 - Edina, MN - D12196H Page 6 of 6 City of Edina Attn: Perry Vetter 4801 West 50th Street Edina, MN 55424 Phone: 952-826-0430 PVetter@EdinaMN.gov Ship to Zip 55436 Quantity Part #Description 1 INSTALL Install - Installation of Play Equipment- Includes accepting and unloading equipment Includes layout and digging for post holes Includes assembly of play equipment Includes lull rental as necessary Includes trenching and installing drain tile Includes laying geo-textile fabric Includes laying wear mats Includes disposal of packaging Includes seeding and laying erosion control blankets 1 INSTALL Install - Blow-In Installation for EWF- 268 CY 12" depth Total $47,958.00 Comments Owner is responsible for demolition and excavation as necessary Owner is responsible for site preparation, site to be 12" below grade, flat, and level with less than 1% grade change Owner is responsible to tie new drainage into existing drainage system Owner is responsible for border to surround play area This quotation is subject to current MWP Recreation (MWP) policies as well as the following terms and conditions. Our quotation is based on shipment of all items at one time to a single destination, unless noted, and changes are subject to price adjustment. Purchases in excess of $1,000.00 to be supported by your written purchase order made out to MWP Recreation. Each quote is handled on a per order/project basis. Unless a long-term agreement is in place between purchaser and MWP, terms and conditions of this quotation shall be as outlined herein with no other requirements applicable. Any changes made to product and/or services after initial order(s) has/have been received by MWP will result in production and/or schedule time frame modifications. Please contact your regional representative to receive a revised schedule for your order/project. Indemnification; Owner/Owner's Representative will indemnify and hold Minnesota Playground, Inc., dba, MWP Recreation (MWP), harmless for all claims, damages and related costs, including reasonable legal fees and costs, arising out of Owner/Owner's Representative's negligence or noncompliance with any of its commitments under this document. MWP will indemnify and hold Owner/Owner's Representative harmless for all claims, damages and related costs, including reasonable legal fees and costs, arising out of MWP's negligence or noncompliance with any of its commitments under this document. Pricing: f.o.b. factory, firm for 15 days from date of quotation. If placing an order after expiration of quote, please contact our office for updated pricing. A tax-exempt certificate is needed at time of order entry for all orders whether from tax-supported government agencies or not. Sales tax, if applicable, will be added at time of invoice unless a tax exempt certificate is provided at time of order entry. MWP Recreation 5101 Highway 55, Suite 6000 Golden Valley, Minnesota 55422 Ph. 800-622-5425 | 763-546-7787 Fax 763-546-5050 | harlan@mnwiplay.com CONSULTANT: HARLAN LEHMAN 04/23/2024 Quote # 104868-01-05 I - Strachauer Park RFP - OPT 2 - Edina, MN - D12196H Page 1 of 5 Payment terms: net 30 days for tax supported governmental agencies. Should this quotation be forwarded to an agency not listed on this quote, credit terms, as well as other terms and conditions herein, may be need to be altered. For instance, non-tax supported organization purchasing any or all products and/or services quoted herein may require full payment for that amount due at time of order entry. Remaining balance owed by tax supported agency, if any, shall still be net 30 days. A 1.5% per month finance charge will be imposed on all past due accounts. Equipment shall be invoiced separately from other services and shall be payable in advance of those services and project completion. Retainage not accepted. Unless already on file, please include a tax exempt certificate upon order entry whether a tax supported government agency or other. Installation: shall be by a Certified GameTime Installer. Customer shall be responsible for scheduling coordination and site preparation. Site should be level and permit installation equipment access. Purchaser shall be responsible for unknown conditions such as buried utilities, tree stumps, bedrock or any concealed materials or conditions that may result in additional labor or material costs. MWP Recreation 5101 Highway 55, Suite 6000 Golden Valley, Minnesota 55422 Ph. 800-622-5425 | 763-546-7787 Fax 763-546-5050 | harlan@mnwiplay.com CONSULTANT: HARLAN LEHMAN 04/23/2024 Quote # 104868-01-05 I - Strachauer Park RFP - OPT 2 - Edina, MN - D12196H Page 2 of 5 Project Scope: Please note, installation is based on site being ready prior to our arrival to install play equipment as well as site conditions that have been conveyed to our organization by the owner/owner's representative and/or ideal conditions existing for a timely completion of your project as quoted. Unless addressed prior to the installation quote being issued or specifically mentioned herein, any issues that arise that impede the progress/completion of your project as quoted will result in additional charges. Weather can change project scheduling in many ways. Take rain for an example. Day, or days, before rain... If weather forecasts show a high percentage chance for rain that will effect the site conditions, a postponement may be in order. Digging holes, laying certain surfacing materials, etc., are greatly affected by weather conditions and work may not begin/continue due to weather forecasts. There's the rain days themselves, which if heavy enough rainfall occurs, makes a site unworkable. Day, or days, after rain... Drying time will be needed after rain and the number of days needed will vary depending on amount of moisture received. One actual rain day may equal multiple delay days depending on work scheduled to be done. + INCLUSIONS + + One mobilization + Public utility locates only + Accept and unload equipment + Trench and install drain tile + Installation of equipment as outlined on quote # 104868-01-06 + Marking and digging of footings holes to accept direct embedment supports as needed + Unpacking of play equipment + Assembly of play equipment + Lull rental as necessary + Concrete for footings as needed + Pouring of concrete for footings + Compacted sub-base aggregate + Poured-in-place safety surface + Laying geo-textile fabric + Engineered wood fiber (EWF) surfacing + Blow-in of EWF + Install wear mats + Disposal of packaging + Seed and lay erosion control blankets + Construction tape/temporary bracing (as needed) + Standard insurance offerings + Standard warranty offerings + Standard industry accepted labor wages - EXCLUSIONS - - Clear access path up to and into play area for installation equipment (minimum of 8-foot wide, includes but not limited to gates, walkways, driveways, etc.) - Staging area for materials and installation equipment, trailers, etc. - Unobstructed space for maneuvering installation equipment as well as performing work - Security fencing of any type - On site security personnel - If fencing is in place (by others), ability to unlock fencing is to be provided to our office a minimum of one week prior to our start - Private utility locates such as, but not limited to, irrigation, fiber optics, private lighting, etc. - Storage of order(s)/shipment(s) prior to installation. Please note, orders can be packaged/shipped in large crates, pallets, etc., requiring heavy- duty equipment to unload. - Sitework of any kind such as, but not limited to, grading (play area to have max slope of 1%), connecting to existing drainage, etc. - Removal of existing play equipment, border, safety surfacing, etc. - Backfill and compaction of backfill after removal of existing items (for footing holes as an example) that leave voids in area (marking and digging of MWP Recreation 5101 Highway 55, Suite 6000 Golden Valley, Minnesota 55422 Ph. 800-622-5425 | 763-546-7787 Fax 763-546-5050 | harlan@mnwiplay.com CONSULTANT: HARLAN LEHMAN 04/23/2024 Quote # 104868-01-05 I - Strachauer Park RFP - OPT 2 - Edina, MN - D12196H Page 3 of 5 new footing holes based on workable site) - Digging in compacted sub-surfaces, rock, hard pan, tree roots, unstable soil conditions, etc. - Restoration of compacted sub-surfaces for playground surfacings such as, but not limited to, poured-in-place rubber, rubber tiles, artificial turf, etc. - Digging/maneuvering in sand, pea gravel, mud, etc. - Offsite removal of spoils from footing holes (can be stockpiled near play area for owner/owner's representative removal or spread within play area) - Border to help contain playground safety surfacing - Removal of temporary braces, caution/construction tape, etc. (Can be removed and disposed of after concrete has cured.) - Bonding of any type - Permits of any kind - Prevailing, Davis Bacon, Union, or similar, wages - Restroom facilities. Please provide access to restrooms whether within a building or portable style. Should use of site facilities not be available, additional charges will be required to bring on site temporary/portable restrooms. These temporary facilities will be removed once your project has been completed. - Short term maintenance, check manufacturer's owner's manual recommendations for maintenance and always follow these written instructions. To help set up short (and ongoing) term maintenance, use the first twelve months to regularly check equipment (such as, but not limited to, tightening hardware, checking moving features, etc.). Twelve months allows use in all seasons and will provide a better understanding of what will be necessary for your ongoing maintenance. This short term schedule will be based on the amount of use the play equipment is getting as well as the type of play event that is being played on. Activities with movement have a more dynamic play which can lead to more maintenance due to the nature of the motion but also because these types of play events tend to be more popular. Static features may require less attention during the short term and ongoing maintenance as inspections will determine frequency of maintenance needed for these events. There may be a need for scheduled lower and higher frequency inspections. - Ongoing maintenance, check manufacturer's owner's manual recommendations for maintenance and always follow these written instructions. After short term maintenance period is done and data is collected for that time period, an ongoing schedule should be implemented. The ongoing maintenance can change with age and greater use. There may be a need for scheduled lower and higher frequency inspections. Should weekend work be necessary or non-standard hours be worked, please provide a site contact and the best telephone number to reach this person in case an urgent matter arises requiring immediate attention. (Name) _________________________________________________ (Cell) ___________________________________________________ (Other Telephone Number) ____________________________ Installations for 2023-2024: Your requested installation time frame for 2023 has been noted but please keep in mind, completion of projects such as yours, as outlined in the project scope herein, cannot be guaranteed at this time. Should you wish us to attempt to have your project completed with special circumstances taken into consideration, please telephone your company contact to discuss alternate installation processes and costs. Some tasks, like unloading your order/shipment and storing your shipment, can help in completing your project. If your project is not installed in 2023, it will be scheduled as the weather and/or install calendar allows in 2024. As always, weather plays a major role in scheduling installations and will affect completion of projects. For 2024, as with other years, an estimated installation start date will be around May 1st, but again, this cannot be guaranteed as weather can be unpredictable. Wet Site Conditions: installation areas located near wetlands, where a high water table exists or in any environment that produces excessive moisture will require additional planning prior to installation of your project. Unless excessively wet conditions have been conveyed prior to installation quote and accounted for in some manner, your installation will not proceed. Ideal dry conditions need to be present to begin, and complete, your project as quoted. Exclusions: unless specifically included, this quotation excludes all site work and landscaping; removal of existing equipment; acceptance of equipment and off-loading; storage of goods prior to installation; equipment assembly and installation; safety surfacing; borders and drainage provisions. MWP Recreation 5101 Highway 55, Suite 6000 Golden Valley, Minnesota 55422 Ph. 800-622-5425 | 763-546-7787 Fax 763-546-5050 | harlan@mnwiplay.com CONSULTANT: HARLAN LEHMAN 04/23/2024 Quote # 104868-01-05 I - Strachauer Park RFP - OPT 2 - Edina, MN - D12196H Page 4 of 5 Order Information: Bill To: _____________________________________________ Ship To: _____________________________ Company: ___________________________________________ Project Name: ________________________ Attn: ________________________________________________ Attn: _____________________________ Address: _____________________________________________ Address: ____________________________ City, State, Zip: _______________________________________ City, State, Zip: ______________________ Contact: ______________________________________________ Contact: ____________________________ Tel: _________________________________________________ Tel: ________________________________ Fax: _________________________________________________ Fax: ________________________________ Acceptance of quotation: Accepted By (printed): _________________________________ P.O. No: _____________________________ Signature: ___________________________________________ Date: ________________________________ Title: _______________________________________________ Phone: ______________________________ Facsimile: __________________________________________ Purchase Amount: $47,958.00 MWP Recreation 5101 Highway 55, Suite 6000 Golden Valley, Minnesota 55422 Ph. 800-622-5425 | 763-546-7787 Fax 763-546-5050 | harlan@mnwiplay.com CONSULTANT: HARLAN LEHMAN 04/23/2024 Quote # 104868-01-05 I - Strachauer Park RFP - OPT 2 - Edina, MN - D12196H Page 5 of 5 Mfg. By:Sold & Distributed By:P.O. Box 27328, Golden Valley, MN 55427 763-546-7787 1-800-622-5425 Fax 763-546-5050 E-Mail info@mwprecreation.com Please Initial & Sign the Final Top View: Strachauer Park - OPT 2 Edina, MN THIS PLAN REQUIRES A FINISHED GRADE RESOLUTION P.O. Box 27328, Golden Valley, MN 55427 763-546-7787 1-800-622-5425 Fax 763-546-5050 E-Mail info@mwprecreation.com Mfg. By: Distributed Sold & By: Please Initial & Sign the Final Top View: Strachauer Park - OPT 2 Edina, MN THIS PLAN REQUIRES A FINISHED GRADE RESOLUTION Date: June 4, 2024 Agenda Item #: VI.I. To:Mayor and City Council Item Type: Request For Purchase From:Jessica V. Wilson, Water Resources Manager Item Activity: Subject:Request for Purchase: ENG 24-6NB Vegetated Stormwater Management Asset Maintenance Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Request for Purchase for ENG 24-6NB Vegetated Stormwater Asset Maintenance, 2024-2026 with Davey Resource Group for $55,320. INTRODUCTION: A Request for Quotes was issued to provide landscape maintenance services for various vegetated stormwater management assets including rainwater gardens and regional infiltration and filtration basins. Six quotes were received. ATTACHMENTS: Description Request for Purchase: ENG 24-6NB Vegetated Stormwater Management Asset Maintenance ENG 24-6NB Contract 1 CITY OF EDINA 4801 W 50th St., Edina, MN 55424 www.EdinaMN.gov | 952-927-8861 Requisition Number 12400157 Department: Engineering Buyer: Jessica V. Wilson Date: 06/04/2024 Request for Purchase Requisition Description: Vegetated Stormwater Asset Maintenance 2024-2026, ENG 24-6NB Vendor: DAVEY RESOURCE GROUP INC Cost: $55,320.00 REPLACEMENT or NEW: REPLACEM - REPLACEMENT PURCHASE SOURCE: QUOTE/BD - QUOTE/BID DESCRIPTION: Maintenance of existing vegetated stormwater management assets including rainwater gardens and regional infiltration and filtration basins. The contract includes three years of maintenance, 2024-2026. BUDGET IMPACT: The maintenance activity is funded by the stormwater utility fund. 2 COMMUNITY IMPACT: Maintenance of flood protection and clean water infrastructure assets. ENVIRONMENTAL IMPACT: This maintenance activity ensures assets are functioning and aesthetically pleasing. 140400v01 RNK:08/06/2010 Engineering 2/7/2014 ENG 24-6NB FORM OF AGREEMENT BETWEEN CITY OF EDINA AND CONTRACTOR FOR NON-BID CONTRACT THIS AGREEMENT made this 4th day of June, 2024, by and between the CITY OF EDINA, a Minnesota municipal corporation (“Owner” or “City”) and Davey Resource Group Inc, 1196 7th Street East, Saint Paul, MN 55106, (“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. Request for Quote Package C. Contractor submittals 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 “C” 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 $55,320.00 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. (1) Prompt Payment to Subcontractors. Pursuant to Minn. Stat. § 471.25, Subd. 4a, the Contractor must pay any subcontractor within ten (10) days of the Contractor’s receipt of payment from the City for undisputed services provided by the subcontractor. The Contractor must pay interest of 1 ½ percent per month or any part of a month to the subcontractor on any undisputed amount not paid on time to the subcontractor. The minimum monthly interest penalty payment for an unpaid balance of $100.00 or more is 140400v01 RNK:08/06/2010 Engineering 2/7/2014 $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 November 15, 2026. 6. CONTRACTOR’S REPRESENTATIONS. A. Contractor has examined and carefully studied the Contract Documents and other related data identified in the Contract Documents. B. Contractor has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work. C. Contractor is familiar with and is satisfied as to all federal, state, and local laws and regulations that may affect cost, progress, and performance of the Work. D. Contractor has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities) 140400v01 RNK:08/06/2010 Engineering 2/7/2014 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. 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. (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. 140400v01 RNK:08/06/2010 Engineering 2/7/2014 (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 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 for a period of one(1) year following the completion of the Work 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. 10. INDEMNITY. For a period of two (2) years following the completion of the Work, the Contractor agrees to indemnify and hold the City harmless from any claim made by third parties to the extent caused by the negligent 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. Notwithstanding anything to the contrary in this Agreement, Contractor’s indemnity, defense, and hold harmless obligations will not extend to any claim or liability that is alleged to be caused by the negligence or willful misconduct of the indemnified party or other third party not controlled by Contractor; rather, such indemnification claims will be administered based upon a determination of the degree of comparative fault of each party. 140400v01 RNK:08/06/2010 Engineering 2/7/2014 Contractor retains the right to select counsel reasonably acceptable to the indemnified party, and the indemnified party will provide reasonable cooperation and not unreasonably withhold consent to settle any claims for which Contractor is providing defense or indemnification. Notwithstanding anything to the contrary, in no event will Contractor be liable for any consequential, indirect, incidental, special, exemplary, punitive, or enhanced damages, and in no event will Contractor’s aggregate liability arising out of this Agreement, or the services performed exceed the amount of the applicable insurance limits set forth in this Agreement. 11. PERFORMANCE AND PAYMENT BONDS. Performance and payment bonds are not required for the doing of any public work if the contract price is $100,000 or less. On projects of more than $100,000 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 140400v01 RNK:08/06/2010 Engineering 2/7/2014 such fees thereafter. Nothing in the software license or licensing agreement shall obligate the City to pay any additional fees as a condition for continuing to use the software. F. 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 in accordance and consistent with Section 10, 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 reasonable attorney's fees that result from any such infringement. G. Assignment. Neither party may assign, sublet, or transfer any interest or obligation in this Contract without the prior written consent of the other party, and then only upon such terms and conditions as both parties may agree to and set forth in writing. H. Waiver. In the particular event that either party shall at any time or times waive any breach of this Contract by the other, such waiver shall not constitute a waiver of any other or any succeeding breach of this Contract by either party, whether of the same or any other covenant, condition or obligation. I. Governing Law/Venue. The laws of the State of Minnesota govern the interpretation of this Contract. In the event of litigation, the exclusive venue shall be in the District Court of the State of Minnesota for Hennepin County. J. Severability. If any provision, term or condition of this Contract is found to be or become unenforceable or invalid, it shall not effect the remaining provisions, terms and conditions of this Contract, unless such invalid or unenforceable provision, term or condition renders this Contract impossible to perform. Such remaining terms and conditions of the Contract shall continue in full force and effect and shall continue to operate as the parties’ entire contract. K. Entire Agreement. This Contract represents the entire agreement of the parties and is a final, complete and all inclusive statement of the terms thereof, and supersedes and terminates any prior agreement(s), understandings or written or verbal representations made between the parties with respect thereto. L. Permits and Licenses; Rights-of-Way and Easements. The Contractor shall give all notices necessary and incidental to the construction and completion of the Project. The City will obtain all necessary rights-of- 140400v01 RNK:08/06/2010 Engineering 2/7/2014 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. M. If the work is delayed or the sequencing of work is altered because of the action or inaction of the Owner or for other reasons outside Contrator’s control, the Contractor shall be allowed a time extension to complete the work but shall not be entitled to any other compensation. CITY OF EDINA CONTRACTOR BY: ____________________________ BY: ___________________________ Its Mayor Its AND ___________________________ AND ___________________________ Its City Manager Its Date: June 4, 2024 Agenda Item #: VI.J. To:Mayor and City Council Item Type: Request For Purchase From:Chad A. Millner, P.E., Director of Engineering Item Activity: Subject:Request for Purchase: 2024 Watermain Pipe Condition Assessment Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Request for Purchase for 2024 Watermain Pipe Condition Assessments Services with Short Elliot Hendrickson, Inc. for $103,550. INTRODUCTION: Since September, 2014, it has been advantageous to assess water main pipe conditions in project areas of future street reconstruction. T he non-invasive water main testing provides us with more data about the condition of our water main system similar to closed circuit televising does for sanitary sewer trunk pipes. This data, plus water main break data proves to be a powerful tool in determining where to spend our water main funds to get the greatest value to our water main system. ATTACHMENTS: Description Request for Purchase: 2024 Watermain Pipe Condition Assessment SEH Agreement 1 CITY OF EDINA 4801 W 50th St., Edina, MN 55424 www.EdinaMN.gov | 952-927-8861 Requisition Number 124000159 Department: Engineering Buyer: Chad Millner Date: 06/04/2024 Request for Purchase Requisition Description: 2024 Watermain Pipe Condition Assessment Vendor: SHORT ELLIOT HENDRICKSON, INC. Cost: $103,550.00 REPLACEMENT or NEW: REPLACEM - REPLACEMENT PURCHASE SOURCE: SERVIC K - SERVICE CONTRACT BUDGET IMPACT: This proposal includes assessment of approximately 16,500 linear feet of watermain in portions of future street reconstruction project areas. This will be funded by the water utility fund. DESCRIPTION: Since September of 2014, it has been advantageous to assess water main pipe conditions in project areas of future street reconstruction. The non-invasive water main testing provides us with more data about the condition of our water main system similar to closed circuit televising does for sanitary sewer trunk pipes. This data, plus water main break data proves to be a powerful tool in determining where to spend our water main funds to get the greatest value to our water main system. 2 COMMUNITY IMPACT: The watermain utility is able to provide better service to the community by only replacing the watermain pipes that need it. This leads to less service interruptions. ENVIRONMENTAL IMPACT: The watermain condition data allows us to only replace the pipes that need it with this infrastructure replacement cycle. By getting the most life out of the existing watermain pipes, we are reducing the need for new resources where they are not needed. This lowers our potential carbon footprint and uses only the necessary resources to provide the level of service required. Engineers | Architects | Planners | Scientists Short Elliott Hendrickson Inc., 10650 Red Circle Drive, Suite 500, Minnetonka, MN 55343-9229 952.912.2600 | 800.734.6757 | 888.908.8166 fax | sehinc.com SEH is 100% employee-owned | Affirmative Action–Equal Opportunity Employer May 28, 2024 RE: City of Edina 2024 Watermain Pipe Condition Assessment Project SEH No. EDINA 178960 10.03 Chad Millner, PE Director of Engineering City of Edina Engineering and Public Works Facility 7450 Metro Boulevard Edina, MN 55439 Dear Chad: Thank you for expressing interest in SEH’s professional services to non-invasively assess the condition of the City of Edina’s (City’s) watermain pipes (pipes). SEH teams with Echologics, a division of Mueller Company, to use their Echo Shore e-pulse tool (tool) to complete the City’s acoustic pipe condition assessment. We will provide these services in accordance with the City’s June 14, 2013 Master Agreement for Professional Engineering Services with SEH, herein called the Agreement. SUMMARY The City desires to assess the condition of approximately 16,508 linear feet of less than 16-inch diameter watermain pipe at various locations throughout the City. We understand that this is an estimated footage at this time, and we will bill you on the actual footage of pipe that is tested. During this trip to Minnesota, the tool will assess the condition of pipes in several other Minnesota cities. Working in more than one city per trip allows us to spread the tool’s mobilization cost among multiple cities. This reduces the cost that any one city will pay for an assessment of its pipes. Your mobilization will be $2,750 since Plymouth is on the program with Edina, rather than the full $5,500. DELIVERABLES Below is a list of deliverables we will provide to the City at the conclusion of the assessment. We will submit a draft report to the City within 8 weeks of completing field work. At this time the exact schedule for the field work has not been determined, but it is anticipated to be this summer. It largely depends on: a) the schedule of the field crews and b) the number and schedules of all other cities participating in the program. As soon as Echologics has a final schedule for our 2024 Minnesota assessment program, we will inform you of a more exact start date. 1. An update to the City GIS shape file or geodatabase (geodatabase) for each reach of pipe. We define a reach of pipe as between fire hydrants or main line valves. The update will add the following attributes to the shape file or geodatabase. a. An estimate how much pipe wall has been lost to date. b. An estimate of the pipe’s corrosion rate. Chad Millner, PE May 28, 2024 Page 2 c. An estimate of the pipe’s remaining wall thickness. 2. A written report summarizing the results of the condition assessment and leak detection containing the following information. a. Introduction. b. A discussion of the purpose of leak detection and condition assessment. c. A discussion of the background of leak detection and condition assessment. d. A discussion of the methodology of leak detection and condition assessment. e. A description of the instrumentation used to complete the work. f. Tabulation of condition assessment results. g. Description of deficiencies the crew found in the field along the pipe network. h. An appendix showing the measured results for each reach of pipe. i. An appendix containing a summary tabulation of condition assessment ranked from worst to best. ESTIMATED COSTS We will complete our work for an estimated fee of $103,550 which consists of a total of 16,508 LF of pipe less than 16-inch diameter and 0 LF of pipe 16-inch diameter and greater. Pipe greater than 16-inch does have a higher unit price for the testing portion of the fee. Our fee includes fixed costs such as mobilization, project planning and the final report, along with the unit cost for field testing, but not the service life analysis option. We will invoice the City for our work on a lump sum basis plus expenses. The total fee consists of $98,720 for our subconsultant Echologics and $4,830 for SEH staff time and expenses. The breakdown is as follows: 1. Echologics sub consultant 2024 unit rates are as follows: a. Mobilization – fixed fee $2,750 b. Field Testing/Pipe Assessment – per foot fee 16” or less $5.25 per foot c. Project Planning – fixed fee $3,850 d. Report writing – fixed fee $5,500 2. SEH scope includes data collection, GIS mapping, advance field planning for valves location and condition, traffic control review, sub coordination, on site testing observation, etc. The fee is based on our 2024 hourly rates as listed in the Master Agreement. Exhibit 2 enclosed with this letter is Echologics Technical Requirements, Specifications, and Constraints. Exhibit 2 outlines the work we assume will be undertaken by City forces at their own expense. Asking us to accomplish work in Exhibit 2 will cause an additional expense. This Supplemental Letter Agreement and the Agreement represent the entire understanding between the City of Edina and SEH in respect to the project and may only be modified in writing if signed by both parties. As always, we look forward to serving the City and applying our expertise assessing the condition of the City’s water main pipes. Please contact me with questions and comments at 952-797-2329 or dhutton@sehinc.com. Chad Millner, PE May 28, 2024 Page 3 Respectfully submitted, SHORT ELLIOTT HENDRICKSON INC. Toby Muse PE (Lic. MN) David E. Hutton, PE (Lic. MN, ND, WI) Principal, Client Service Manager Senior Project Manager Accepted this ____ day of _____________, 2024 CITY OF EDINA, MINNESOTA By: ____________________________________ Name Title: ___________________________________ Enclosure \\sehinc.com\panzura\pzprojects\ae\e\edina\178960\1-genl\10-setup-cont\03-proposal\05 30 24 proposal letter.docx 7. Technical Requirements, Specifications, and Constraints 7.1. Operational Requirements 7.1.1. Owner shall supply an experienced crew for operation of all Owner owned apparatus. The size of the crew depends on the details of the job. Echologics is not responsible for any operation or modification of Owner owned apparatus. 7.1.2. All fittings must be cleaned, exercised and in safe working condition prior to survey. Closed valves or other appurtenances must not be passing water. Hydrants must not be leaking. If cleaning cannot be performed prior to site- work, on site cleaning must be arranged by Client on request. 7.1.3. Client shall provide traffic management (including man power and equipment) as and when required. Echologics is not responsible for any traffic control requirements, unless explicitly included in this proposal. It is expected that the client will be proficient in all local laws and regulations. 7.1.4. If indicated as a requirement during the Project Planning phase, Echologics shall supply one crew member trained as a confined space entrant. All other aspects of confined space entry shall be of the responsibility of Client, unless explicitly included in this proposal. 7.1.5. Fall protection, including supply of fall prevention equipment and harnesses, shall be of the responsibility of Client. 7.1.6. Echologics shall follow any Lock out Tag and Tag out procedures specified by Client. Client is responsible for informing Echologics of any such procedures in effect at the work sites applicable for this project. 7.1.7. All required information regarding the pipes to be tested must be provided in advance to Echologics. The information must be up to date and in a form that can be easily interpreted. This includes as-built drawings, repair history, nominal pipe information, GIS information, pressure and flow information, locations of PRVs, pumps, reservoirs, cross-connections, reducers, tie-ins, valves, services, backflow preventers, hydrants, corp valves, and any other possible noise producing apparatus. 7.1.8. If De-chlorination / Chlorination and/or backflow preventers are required, these shall be the responsibility of Client. 7.2. General Technical Specifications and Constraints 7.2.1. Fluid temperature must be between 33º and 100º F (0.5º and 38º C) 7.2.2. Liquid flow velocities above 5 ft/s (1.5 m/s) may result in turbulence in the line, introducing noise which can reduce the sensitivity of leak detection, and prevent collection of pipe integrity testing data. Echologics recommends that Client take steps to ensure velocities are below these levels, but will conduct testing nonetheless if Client elects to leave them at higher levels. 7.2.3. Operating pressure must be between 15 and 150psi (100 to 1000 kpa). Pressures outside of this range will require special consideration. 7.2.4. Large air pockets cannot be present in the pipe. Purging of all air may be required. 7.2.5. Significant amounts of dispersed air (milky water) can skew results. Purging of dispersed air may be required. 7.2.6. All forms of non-destructive testing involve an inherent and unavoidable level of uncertainty. The results provided by Echologics are not guaranteed. The methods used for leak detection and condition assessment are highly dependent on input parameters therefore it is not possible to certify the results. Echologics is not responsible any actions taken or recommendations made by Client based on the results of the report. 7.3. Leak Detection Technical Specifications and Constraints 7.3.1. Acceptable pipe materials are: Pit Cast Iron, Spun Cast Iron, Steel, Ductile Iron, Asbestos Cement, Reinforced or Bar-wrapped Concrete, PVC, PE and other Plastics 7.3.2. Surface mounted sensors can be magnetically attached to appurtenances such as line valves, hydrant secondary valves or to the top of the pipe at a maximum sensor-to-sensor spacing of 1000ft (300m) 7.3.3. Longer sensor-to-sensor spacing will require the use of hydrophones 7.3.3.1. Suitable access is required to attach or adapt a 1.5” NPT female fitting to a valved fitting such as a corp valves, air blow offs, fire hydrants or tapped blind flanges. 7.3.3.2. The maximum sensor-to-sensor spacing for Hydrophone sensors is 2500ft (750m) 7.3.4. Vertical access is required to lower the sensor down from the surface. Angled or broken valve chamber are not suitable. 7.3.5. The connection point must be free of dirt and debris and in good working order 7.3.6. Performance specifications are based on a sensor spacing of 330ft (100m) 7.3.7. Performance specifications assume that accurate information has been provided regarding and pipe location including locations of bends and elevation changes. 7.3.8. Performance specifications assume that accurate information regarding pipe type (material) and diameter has been provided. 7.3.9. Diameters may range from 1” to 120” (25mm to 3050mm) in diameter. Larger mains are possible but special consideration must be taken. 7.3.10. Leaks location accuracies depend on sensor spacing, pipe material consistency, and other factors, but are generally within 10 ft (3 m) of its actual position when accurate information for pipe type and diameter is provided. 7.3.11. Sensitivity to small leaks varies depending on pipe diameter and material, as well as sensor spacing and the presence of noise inside the pipe. Leaks as small as 2.5 GPM (9.5 l/m) can consistently be located, and leaks as small as 0.5 GPM (2 l/m) can be located under good conditions. 7.4. Condition Assessment Technical Specifications and Constraints 7.4.1. Acceptable pipe materials are: Pit Cast Iron, Spun Cast Iron, Steel, Ductile Iron, Asbestos Cement and Reinforced or Bar-wrapped Concrete 7.4.2. Surface mounted sensors can be magnetically attached to appurtenances such as line valves, hydrant secondary valves or to the top of the pipe at a maximum sensor-to-sensor spacing of 500ft (150m) 7.4.3. Longer sensor-to-sensor spacing will require the use of hydrophones 7.4.3.1. Suitable access is required to attach or adapt a 1.5” NPT female fitting to a valved fitting such as a corp valves, air blow offs, fire hydrants or tapped blind flanges. 7.4.3.2. The maximum sensor-to-sensor spacing for Hydrophone sensors is 1500ft (450m) 7.4.4. Vertical access is required to lower the sensor down from the surface. Angled or broken valve chamber are not suitable. 7.4.5. For every location, there must be a local fitting where liquid temperature and pressure can be measured. Fittings include fire hydrants, pitot taps, sampling stations and other similar appurtenances. 7.4.6. The connection point must be free of dirt and debris and in good working order 7.4.7. Diameters may range from 1” to 60” (25mm to 1525mm) in diameter. Larger mains are possible but special consideration must be taken. 7.4.8. Concrete, Mortar and Bitumen linings are acceptable if the thickness is specified 7.4.9. PVC, PE and other plastic mains are not suitable for acoustic condition assessment. 7.4.10. Performance specifications are based on a sensor spacing of 330ft (100m) 7.4.11. Performance specifications assume that accurate information has been provided regarding and pipe location including locations of bends and elevation changes. 7.4.12. Performance specifications assume that accurate information regarding pipe type (material) and diameter has been provided. 7.4.13. Accuracy of average pipe wall thickness calculations varies depending on many factors, including the consistency of the pipe materials, accuracy of the design information provided, accuracy of the pipe alignment information provided, consistency of the fluid’s bulk modulus, and consistency of the water’s temperature. In most cases, accuracies shall fall within the following ranges: 7.4.13.1. For metallic mains, average minimum pipe wall thickness will be provided within 0.15” (3.8mm). For metallic mains with lining, this will be provided as an equivalent structural thickness. 7.4.13.2. For asbestos cement mains, the average minimum structural wall thickness will be provided within 0.15” (3.8mm) 7.4.13.3. For Reinforced and Bar-wrapped concrete mains, the average minimum structural stiffness will be provided within 7200 kpsi or 50Gpa 7.4.14. For liquids other than potable or raw water, a bulk modulus calibration must be performed when needed. Normally at the outset of testing and any other times during the testing when the bulk modulus may change (during a rain event for sewer force mains) Neighborhood Segment LocationDistance, ftPipe Material Diameter, inNominal Thickness, inAsbuilt CommentsBywood West 1764 16 603 DIP 6.0 5‐16‐74bBywood West 16 377 555 DIP 6.0 5‐16‐74bBywood West 377 382 580 DIP 6.0 5‐16‐74bAnaway Drive 378 4190 368 DIP 6.0 5‐16‐74bAnaway Drive 4190 381 765 DIP 6.0 5‐16‐74bAnaway Drive 383 1791 895 DIP 6.0 5‐16‐74bMerilane 1789 1784 773 DIP 6.0 5‐16‐74bMerilane 5734 4199 930 DIP 6.0 5‐16‐74bMerilane 1790 3692 71 DIP 6.0 5‐16‐74bMerilane 3692 1775 995 DIP 6.0 5‐16‐74bMerilane 1775 1774 490 DIP 6.0 5‐16‐74bCrescent Ter ‐ VOID Copper 1.5 5‐16‐74b Copper ServiceRolling Green Parkway 4198 1767 762 DIP 6.0 5‐16‐74bRolling Green Parkway 1767 1781 663 DIP 6.0 5‐16‐74bPaddock Road 1777 1596 425 DIP 6.0 5‐16‐74bPaddock Road ‐ VOID Copper 1.5 5‐16‐74b Copper ServiceAnaway Drive to Mait Lane 378 1785 799 DIP 6.0 5‐16‐74b Long Loop from Hydrant GVSunnyslope Rd West to Edinbrook Lane4541 532 557 CIP 6.0 5‐13‐11 Highway 100 CrossingEdinbrook Lane 532 533 269 CIP 6.0 5‐13‐11Edinbrook Lane 533 2841 335 CIP 6.0 5‐13‐11Edinbrook Lane 2841 2842 272 CIP 6.0 5‐13‐1148th St W 2842 4203 347 CIP 6.0 5‐13‐11 Overlap with Westbrook LaneWestbrook Lane 4203 526 767 DIP 6.0 5‐15‐7Millpond Pl ‐ VOID Copper 1.5 5‐16‐80 Copper Service49th St W 530 2839 305 DIP 6.0 5‐16‐b1049th St W 2839 1936 135 DIP 6.0 5‐16‐b10Maloney Ave 307 622 1321 DIP 12.0 5‐13‐62 340‐ft of CIP and 981‐ft of DIPMaloney Ave 622 329 295 DIP 12.0 5‐13‐62Maloney Ave 328 180 1461 DIP 12.0 5‐13‐62Maloney Ave 1183 1039 770 DIP 6.0 5‐13‐7316,508TerminiTodd ParkRolling GreenMaloney Ave Date: June 4, 2024 Agenda Item #: VI.K. To:Mayor and City Council Item Type: Report / Recommendation From:Andrew Scipioni, Transportation Planner Item Activity: Subject:Traffic Safety Report of April 30, 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 April 30, 2024. INTRODUCTION: The Traffic Safety Committee recommends action on two items, no action on one item, and further study on two items. The Transportation Commission reviewed the report at their May 16 regular meeting; no additional recommendations were provided. See attached report. ATTACHMENTS: Description Traffic Safety Report of April 30, 2024 June 4, 2024 Mayor and City Council Nick Bauler, Traffic Safety Coordinator Traffic Safety Report of April 30, 2024 Information / Background: The Traffic Safety Committee (TSC) review of traffic safety matters occurred on April 30. The Traffic Safety Coordinator, City Engineer, Streets Public Service Worker, Transportation Planner, Police Sergeant, Assistant City Planner and Transportation Planner were in attendance for this meeting. The Public Works Director did not attend but provided input on discussed items. 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 June 4 regular meeting. Section A: Items on which the Traffic Safety Committee recommend action A1. Request for all-way stop controls at W 60th Street and Oaklawn Avenue. Staff recommends all-way stop controls citing the function of the intersection as an entrance into Pamela Park parking lot. Description Resident near intersection believes current north-south stop controls confuse east-west drivers at intersection. ADT Cars, Bikes & Pedestrians PM Peak (3:15-6:15) Oaklawn- 140 W 60th- 200 85% Speed 30.4 MPH (2016) Crashes None reported at intersection in past ten years. Sight Lines Adequate Previous Request Two-sided parking concerns along Oaklawn which led to recommendation of no action. Unique Circumstances Pamela Park hosts softball and soccer in spring and summer. Discussion Despite all-way stop controls not meeting volume warrants, driving thru intersection feels uncomfortable traveling east/west without stop controls. W 60th Street at Oaklawn Avenue STAFF REPORT Page 2 A2. Parking complaints on Market St. Staff recommends adding a “delivery vehicles only” designation in the parking bay for westbound traffic on W 50th St east of Halifax Ave. Hours for deliveries are 6 AM to 11 AM Monday – Saturday. All other times to remain 10 minute parking. Section B: Items on which the Traffic Safety Committee recommend no action B1. Request to improve safety for pedestrians and bicyclists along Lakeview Dr. Staff recommends no action. The requestor will be notified of the option to petition for a path on the south side of the street. Description Commuters have issues with delivery drivers parked on south side of Market St. AADT 4,633 (2021) 85% Speed N/A Crashes None reported in past five years. Sight Lines Poor when trucks park on street. Previous Request Updated parking restriction signs posted in 2023. Unique Circumstances 18-wheelers are too big to navigate Wernerf and have difficulties parking in the alley west of Spalon. Trucks park on Market adjacent to eastern crosswalk. Discussion Business district is requesting to designate a loading bay on W 50th St during 6 am to 11 am (typical delivery hours). The bay is 80’, formerly a bus stop, short term parking added following February 2022 Council approval. Description Parent is concerned with vehicles turning onto Lakeview from Normandale frontage road while children are traveling on the street. ADT N/A Pedestrian & Bike Data 77 Bicyclists & 39 Pedestrians do not use sidewalk. Peak hour of 42 bike & peds use street from 7:45 am to 8:45 am. 83% of all users travel on street vs. sidewalk. Crashes None reported in past ten years. Sight Lines Adequate Previous Requests None in past five years. Previous Work Street was reconstructed in 2011. Sidewalk on north side of street. Future Proposals Standard bike lane and primary sidewalk are proposed on Golf Terrace. Lakeview Drive at Normandale Road Market Street facing west STAFF REPORT Page 3 Section C: Items on which the Traffic Safety Committee recommends further study C1. Request to remove one hour parking restrictions on Kellogg Avenue. Staff recommends requesting street parking feedback from residents on the east side of Kellogg Ave. C2. Continued speed complaints on McCauley Tr. Staff recommends developing a policy for permanent speed display signs and utilizing one along McCauley Tr. Section D: Other traffic safety items handled D1. A request was made for an all-way stop at W 58th St at Xerxes Ave. Hennepin County reviewed this request and recommended no changes to the current east-west stop controls citing vehicle volumes. D2. Two requests were made to lower the 40 MPH speed limit on Vernon Ave between Villa Way and Tracy Ave. Hennepin County recommended no changes but will consider changes when future roadwork occurs along Vernon. D3. A request for an added Dead End sign for westbound traffic on W 74th St in Richfield turning right onto northbound Xerxes Ave. Richfield staff was informed of the request as appropriate signage could be used within Richfield property. Description Resident on east side of Kellogg between Valley View Rd and W 61st St is requesting to remove one hour parking designations Monday thru Friday from 8 AM to 4 PM. ADT 470 (2017) 85% Speed 27.9 MPH (2017) Street Width 27’ measured aerially Crashes None in past ten years. Sight Lines Adequate Previous Request Cut-thru complaints due to nearby intersection closure and added traffic signals at Wooddale and Valley View. Unique Circumstances Restrictions were implemented in fall 1996. Likely due to previous small businesses at 4412 Valley View. Edina Flatts opened in 2019. Description Resident is concerned with McCauley acting as a frontage road and is requesting all-way stop controls at Timber Tr to slow vehicles. ADT 1,374 85% Speed 35.8 MPH (speed limit 25 MPH) Crashes None reported in past ten years. Sight Lines Adequate Previous Requests Speed concerns and parking issues along Timber Ridge. Unique Circumstances McCauley had a shared-use-path installed and was repaved in 2022 and 2023, respectively. MN-MUTCD All-way stop controls are not installed to control vehicle speeds. Recommendation No added stop controls. Targeted enforcement between 4-6 PM – 13 vehicles exceed 40 MPH. McCauley Trail Kellogg Avenue STAFF REPORT Page 4 D4. The Planning Department requested to review sight lines for a proposed fence installation at the corner of Kellogg Ave and Sedum Ln. The proposed fence provided adequate visibility for sight lines. D5. A pedestrian noted a traffic signal issue at W 58th St and France Ave. Hennepin County was dispatched to review the concern. D6. Two separate requests were made to slow vehicles on the 5900 block of Xerxes Ave and W 78th St. The speed trailer was requested and Hennepin County was notified of the speed concern. D7. A resident requested parking restrictions on school days in the Creek Valley Neighborhood west of Edina High School. The requestor was notified a petition is the optimal direction for their request. D8. A resident had concerns of the crosswalks over Tracy Ave between Vernon Ave and Benton Ave. All crosswalks were missing the downward pointing arrow signs (W16-7P). The signs were installed to meet City’s crosswalk policy. D9. An online submission to re-stripe cat-tracking markings traveling south on France Ave and turning left into Southdale Center, immediately north of the Edina Water Tower. This issue was sent to Hennepin County staff. D10. A safety concern was submitted for the southbound HWY 100 entrance ramp from Eden Ave merging with the ramp from Vernon Ave. MnDOT received the complaint and is monitoring the area. D11. A request was made for a crosswalk midblock of Country Club Rd between Browndale Ave and Moorland Ave/Edina Blvd. With a stop-controlled crossing available less than 200’ to the east at Country Club Rd and Moorland Ave/Edina Blvd, staff recommends no midblock crosswalk and users are directed to the nearest protected crossing. Date: June 4, 2024 Agenda Item #: VI.L. To:Mayor and City Council Item Type: Report / Recommendation From:Scott H. Neal, City Manager Item Activity: Subject:Approve Out-of-State Travel for Mayor Hovland Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve out-of-state travel for Mayor Hovland for June 20-23, 2024, to attend the U.S. Conference of Mayors Annual Meeting in Kansas City, Missouri. INTRODUCTION: Mayor Hovland requests approval from the City Council, per the City’s Elected Official Out-of-State Travel Policy, to attend the U.S. Conference of Mayors Annual Meeting in Kansas City, Missouri, from June 20-23. The estimated cost is $2,500. The City Manager has confirmed that sufficient funds for this expense are included in the City's 2024 budget. Date: June 4, 2024 Agenda Item #: VII.A. To:Mayor and City Council Item Type: Other From:Bill Neuendorf, Economic Development Manager Item Activity: Subject:Metro Transit E-Line Bus Rapid Transit Update Information CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: None; information only. INTRODUCTION: Metro Transit is investing $60 million to improve bus service between Southdale Center, 50th and France, Uptown, Downtown and the University of Minnesota. Dubbed the "E-Line Bus Rapid Transit", the new stations will be constructed in 2024 and 2025. T he upgraded service will be operational in late 2025. Construction of most of the stations that serve Edina is scheduled to begin in June 2024 with completion Fall 2024. Construction of the remaining stations will begin in late spring 2025 with completion in fall 2025. A representative from Metro Transit will present information about this new bus service and construction details to alert residents and businesses to temporary detours. ATTACHMENTS: Description METRO E Line BRT Update Presentation Adam Smith | Manager, BRT Projects Erik Thompson | Community Outreach Coordinator METRO E Line BRT Update Today’s presentation •E Line project overview •What is being constructed in Edina? •Construction detours, phasing, and timelines •Business access during construction •Communications during construction E Line corridor 3 •13.3 miles running along France Avenue, Hennepin Avenue, University Avenue, and 4th Street •34 stops between Southdale Transit Center in Edina and METRO Green Line Westgate Station in St. Paul •Connections between regional destinations: Southdale, 50th & France, Uptown, Downtown Minneapolis, University of Minnesota •Substantial replacement of Route 6 •Construction in 2024 and 2025 •Opening for service in late 2025 Designed to be faster, more reliable, and easy to use 4 2-3 stations per mile, designed for faster stops High-tech, high-amenity, secure stations Pre-boarding fare payment for faster stops Higher-capacity buses & boarding through all doors Bus priority signals & lanes Faster, frequent, all-day service What is being constructed? •E Line stations with amenities including: –shelters with heat and light –benches –bike racks –real-time transit information –security features and lighting •Additional sidewalk space and snow clearance on platforms to support walkability •Safer and more accessible pedestrian crossings 5 E Line construction in Edina 6 •8 E Line stations in Edina –5 intersections include safety and accessibility improvements funded by Hennepin County •Construction of 7 stations planned for 2024 –Shelters with heat/light planned to be open for Route 6 customers in advance of winter •Construction at Southdale Transit Center planned for 2025 •Installation of signage and fare collection equipment planned at all sites in 2025 France Avenue construction •Staging plans developed during E Line design phase with inputs from Cities of Edina and Minneapolis and Hennepin County •Construction at 5 France Ave. intersections (44th, 47th, 50th, 54th, 58th) will overlap to share single southbound detour •France Avenue open to northbound traffic throughout construction •Southbound detour on Xerxes for regional traffic to avoid driver confusion and provide continuous access •Local access to northbound and southbound France Ave. will remain open between station intersections •Temporary signals at 39th and 60th to accommodate detour7 General France Avenue station construction approach •First phase on west side of intersection –Construct southbound E Line station and sidewalk/curb ramp improvements on west side of intersection •Second phase on east side of intersection –Construct northbound E Line station and sidewalk/curb ramp improvements on east side of intersection •Each phase anticipated to last 5-6 weeks 8 BRT platform construction Tentative construction timeline •Lane restrictions/detours will be lifted as work is completed •Initial activities to set up temporary signals week of June 10 •France & 44th Street begins week of July 1 –Detour of 44th Street via Sunnyside and Grimes •France & 47th Street begins week of June 10 –During the first stage of construction, 47th Street will be closed to through vehicles on the west side of France Avenue 9 Tentative construction timeline •France & 50th Street begins week of July 1 –Detour of 50th Street during Phase 1 •France & 54th Street begins mid- to late-July –54th Street planned to remain open to through vehicles •France & 58th Street begins week of June 10 –58th Street planned to remain open to through vehicles •Work at France & 62nd Street and Fairview Southdale Hospital anticipated to begin later in 2024 10 Supporting businesses during construction •Pedestrian access to businesses will be maintained during construction •Vehicle access to parking ramps will be maintained during construction •Traffic signal adjustments to accommodate detours and keep vehicles moving •Business access signage will be added around 50th & France •Highlighting business association initiatives in Metro Transit materials 11 Sidewalk and curb ramp reconstruction Updates during construction •Sign up for construction updates at metrotransit.org/e-line-project •Contact Erik Thompson, Community Outreach Coordinator, ELine@metrotransit.org •E Line Construction Hotline: –612-524-6050 •Additional information to be shared through door-knocking, posted materials, Rider Alerts 12 Thank You! ELine@metrotransit.org Construction hotline: 612-524-6050 13 What will construction look like? 14 Additional construction details •Pedestrian access to all properties will be maintained and a minimum of 3 accessible pedestrian crossings will be maintained at each intersection. •Closure of side streets will be necessary in some cases due to utility work; for example, replacing and reattaching storm sewers. –In other cases, side street closures are proposed to minimize the overall duration of construction activities (i.e. a tradeoff between shorter street closure with longer construction duration). •Anticipated construction days/hours: Monday through Friday, 7:00 am to 6:00 pm; after hours permits would be required for any nighttime work. Contractor is responsible for minimizing noise disruptions to the extent possible. •Construction materials and equipment will be hauled to sites on an as-needed basis. Smaller material and equipment may be staged between the existing curb and traffic control adjacent to the construction area. •Events: Preliminary construction schedule anticipated to avoid impacts to Edina Art Fair and Car Show. Contractor will coordinate activities to facilitate Edina Independence Day parade and festivities. 15 Date: June 4, 2024 Agenda Item #: VIII.A. To:Mayor and City Council Item Type: Report / Recommendation From:Cary Teague, Community Development Director Item Activity: Subject:PUBLIC HEARING: Resolution No. 2024-40, Preliminary Rezoning, Overall Development Plan, Site Plan and Subdivision for 7235 France Avenue Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Close the in-person public hearing, keep public input open until Sunday, June 9, and continue action to the June 18, 2024, City Council meeting. INTRODUCTION: Enclave Companies are proposing to redevelop the Macy’s Furniture store site at 7235 France Avenue. The proposal is to tear down the existing structure and build the following: Southwest Parcel. An 11-story (155-foot tall) mixed use building containing 47,236 square feet of office, 49 senior condominiums, 9,549 square feet of retail/restaurant and a 280-stall parking garage. Northwest Parcel. A 7-story (85-foot tall) mixed use building containing 20,825 square feet of office/lobby/conference, 124 apartment units and 7,594 square feet of retail, and a 318-stall parking garage. Northeast Parcel. A 7-story (82-foot tall) apartment with 223 units and a 346-stall parking garage. Southeast Parcel. A 7-story (82-foot tall) apartment with 176 units and 4,141 square feet of retail/restaurant and a 380-stall parking garage. (See attached narrative and plans.) The applicant proposes to include affordable housing units within the project to meet the City’s affordable housing policy. Ten percent (10%) of the rental units would be available to those at 50% AMI (53 units) and ten percent (10%) of the for-sale condos would be available to those persons at 80% AMI (5 units). The applicant intends to meet the City’s Sustainable Buildings Policy. (See page 9 of the applicant narrative.) Also, 45% of the project would be dedicated as public realm; this would include areas on all sides of all four buildings. The applicant has requested the following: P reliminary Rezoning from PCD-3 to P UD-25, which would include an overall development plan. The PUD would ensure that affordable housing is included within the project, that the Sustainable Buildings Policy is met, and land is dedicated for public use. In return, the applicant is requesting flexibility to the underlying P CD-3 standards including building height, building material, building transparency, first floor ceiling height, building setbacks, building setback from single-family homes, floor area ratio and building coverage. P reliminary Site Plan and Subdivision/P reliminary Plat. Better Together Edina Public Input ATTACHMENTS: Description Planning Commission Staff Report Site Location, Zoning & Comp. Plan Traffic and Parking Study EAW Engineering Memo Memo from Chief Building Official and Fire Marshal Sketch Plan Comments from Mic Johnson, AFO Applicant's Narrative and Cover Letters Plans and Renderings 1 of 3 Plans and Renderings 2 of 3 Plans and Renderings 3 of 3 Civil Plans 1 of 2 Civil Plans 2 of 2 Building Materials Calculations Greater Southdale Area Design Experience Guidelines Pyramid of Discretion in the Land Use Process Applicant Presentation to Planning Commission Preliminary Plat (Revised 5-28) Resolution No. 2024-40 (approval) Resolution No. 2024-40 (denial) Memo from Parks & Rec Macys Site Mixed-Use Development Presentation Macys Site Plan Preliminary Rezoning Presentation Enclave Companies are proposing to redevelop the Macy’s Furniture store site at 7235 France Avenue. The proposal is to tear down the existing 89,782 square foot structure and build the following: Southwest Parcel. An 11-story (155-foot tall) mixed use building containing 47,236 square feet of office, 49 senior condominiums, 9,549 square feet of retail/restaurant and a 280-stall parking garage. Northwest Parcel. A 7-story (85-foot tall) mixed use building containing 20,825 square feet of office/lobby/conference, 124 apartment units and 7,594 square feet of retail, and a 318-stall parking garage. Northeast Parcel. A 7-story (82-foot tall) apartment with 223 units and a 346-stall parking garage. Southeast Parcel. A 7-story (82-foot tall) apartment with 176 units and 4,141 square feet of retail/restaurant and a 380-stall parking garage. (See attached narrative and plans.) The applicant proposes to include affordable housing units within the project to meet the City’s affordable housing policy. Ten percent (10%) of the rental units would be available to those at 50% AMI (53 units) and ten percent (10%) of the for-sale condos would be available to those persons at 80% AMI (5 units). The applicant intends to meet the City’s Sustainable Buildings Policy. (See page 9 of the applicant narrative. Also, 45% of the project would be dedicated as public realm; this would include areas on all sides of all four buildings. The applicant has requested the following: Preliminary Rezoning from PCD-3 to PUD-25, which would include an overall development plan. The PUD would ensure that affordable housing is included May 22, 2023 Planning Commission Cary Teague, Community Development Director Preliminary Rezoning, Overall Development Plan, Site Plan and Subdivision – 7235 France Avenue Information / Background: STAFF REPORT Page 2 within the project, that the Sustainable Buildings Policy is met, and land is dedicated for public use. In return, the applicant is requesting flexibility to the underlying PCD-3 standards including building height, building material, building transparency, first floor ceiling height, building setbacks, building setback from single-family homes, floor area ratio and building coverage. Preliminary Site Plan and Subdivision/Preliminary Plat. The table on the page 13 of this report demonstrates how the proposed new building would comply with the existing PCD-3 Standards on the lot. The applicant went through the sketch plan process; based on the feedback received, they have made the following revisions to the plans (See more detail on the revisions within the applicant narrative attached): Increased building setbacks. East side from the Promenade increased from 15 to 35 feet. The south side setbacks increased from 50-100 feet to 50 to 130 feet. Added a restaurant adjacent to the Promenade in the SE building. Widened the 9-mile Creek Trail along the south lot line from 10 feet to 15 feet. (Subject formal approval from the watershed district.) Shifted the 11-story building from the NW lot to the SW lot. The height still does not meet the setback requirement from R-1 zoned property. The above ground garage in the NW building has been reduced from 4 levels to 1 level. General public parking has been added to all four buildings. Parking ramps have been designed to be convertible. “Green” coverage has been added on building walls. Public Art has been added. Plans now can accommodate either an underpass or bridge across France Avenue. Enhanced and increased landscaping and green space. (See page 6 of the applicant narrative.) Project will meet the City’s sustainable buildings policy. 5% of the parking stalls will have EV charging stations; 10% will include electrical conduit for 10% of the stalls to have EV charging stations. Rooftop solar panels will be installed on the two eastern buildings. Affordable housing (10% of the units) will be included within the project, including 10% of the condominiums. Reduced the amount of office space and increased the retail and housing. Attached is the city attorney’s “pyramid of discretion.” This project is within the “green” zone, meaning this is a legislative decision in which the City has complete discretion when reviewing this application. STAFF REPORT Page 3 SUPPORTING INFORMATION Surrounding Land Uses Northerly: 71 France; Retail/apartments Mixed Use Development Project; zoned PUD, Planned Unit Development and guided CAC, Community Activity Center. Easterly: The Promenade and York Plaza Apartments; zoned PRD-4, Planned Residential District and guided Greater Southdale District Residential. Southerly: Pinstripes and Parking Ramp; zoned MDD-6, Mixed Development District 6 and guided CAC, Community Activity Center. Westerly: Vacant Site (7200-7250 France); zoned PUD, Planned Unit Development and guided OR, Office Residential. Existing Site Features The subject property is 7.97 acres in size and contains an existing furniture store and a large, underutilized surface parking lot. Planning Guide Plan designation: CAC, Community Activity Center. Zoning: PC-3, Planned Commercial District 3 Comprehensive Plan This site is guided CAC, Community Activity Center. (See attached Comprehensive Plan Land Use Map) Below is the CAC land use category and description. The proposed uses are consistent with the Comprehensive Plan. As stated withing the Greater Southdale District Plan “The commercial core of the Greater Southdale District, including the Southdale and Galleria malls and commercial areas to the east and south, is a designated Community Activity Center (CAC). This is the city’s most intense district in terms of uses, height and coverage. Primary uses include retail, office, lodging, entertainment, and multifamily residential uses, with mixed uses being generally preferred. Secondary uses include institutional and recreational uses.” Categories Description, Land Uses Development Character and Guidelines Density and Intensity Guidance CAC Community Activity Center Contains larger scale uses, height and coverage. Primary uses: Retail, office, lodging, entertainment, and residential uses, combined or in separate buildings. Secondary uses: Institutional and recreational. Mixed-use should be encouraged and may be required on larger sites. Design standards for building placement, massing and street-level treatment. Where applicable, refer to small area plan for more detailed design guidance. Buildings should be placed in appropriate proximity to streets to create pedestrian scale. Buildings may “step down" at boundaries with lower-density districts and upper stories “step back" from street. More stringent design standards for larger buildings. Emphasize pedestrian circulation; re-introduce finer-grained circulation patterns where feasible. 90 – 150 residential dwelling units/acre 50%/50% estimated residential/commercial mixed-use STAFF REPORT Page 4 The Greater Southdale Work Group spent over two years working on the Greater Southdale District Plan for the Comprehensive Plan and the Design Experience Guidelines. Page 47 of the Greater Southdale District Plan states: “The Greater Southdale Work Group’s deliberations culminated in an urban design strategy that is operationalized in a flexible decision-making framework that stimulates continuous adaptive activity rather than a fixed set of rules that defy challenge. The urban design strategy is intended to inspire creative interaction between development blocks and the public realm, with the public realm serving as a pivotal organizational element. The Work Group’s over-arching objective is to maximize pedestrian activity throughout the District, with the public realm as the connective tissue that gives the District its unique identity and sets the stage for a remarkable daily experience for those who live, work, play within the Greater Southdale District.” The PUD zoning option was created with this in mind. A PUD offers the ability to vary from conventional Zoning. The proposed development does not fit into conventional zoning and does not meet some of the recommended design experience guidelines. However, the project does very much meet the over-arching objective to maximize pedestrian activity throughout the District, with the public realm as the connective tissue that gives the District its unique identity and sets the stage for a remarkable daily experience for those who live, work, play within the Greater Southdale District. The centerpiece of this project is the public realm designed to maximize pedestrian traffic through the site and enable future connection west across France Avenue. Site STAFF REPORT Page 5 Greater Southdale District Design Experience Guidelines - City Goals The applicant has responded to the comments from AFO at Sketch Plan and the Greater Southdale District Design Experience Guidelines. (See pages 13-14 within the applicant narrative, and the AFO review memo from Sketch Plan.) The proposed plans follow several fundamental guidelines: 1) Dividing larger parcels into smaller ones and creating public spaces between the buildings, and move pedestrians, bicycles and vehicles through the site; 2) Inclusion of liner buildings to screen parking ramps; 3) Eliminating surface parking; 4) Activating the ground level with commercial uses and residential units. Parking Based on the proposal, 572 residential units, 21,281square feet of restaurant/retail uses, and 68,061 square feet of office space; 1,117 parking stalls are required. The applicant is proposing 1,339 spaces within the underground parking garages plus 10 surface parking stalls. Within each building 5% of the parking stalls would be installed with electric vehicle charging stations, and an additional 10% would be wired for the possibility future EV charging stations. WSB Consulting provided a parking study, which concludes that the proposed development requires 1,041 parking spaces. Site Circulation/Traffic Vehicular access to the site would be in two locations off of France Avenue that exist today. One on the north lot line that is shared with the 71 France project to the north, and the other on the south lot line that is shared with the development to the south. There would be a north south drive that would connect to the north and south parcels as they are connected today. Access to parking to all four buildings would be from this north-south road. Public shared access easements would be established. WSB also conducted a traffic study, reviewing the EAW that was previously done for this site/development. The study concludes that no roadway improvements are needed at this time. Landscaping Based on the perimeter of the site, 61 overstory trees would be required. The proposed plans show that 39 trees would be removed, and 11 trees would remain. The applicant is proposing to plant 142 new trees that would equate to 414 new caliper inches of trees. A full complement of understory shrubs and bushes are also proposed. (See attached landscape plans.) The applicant would also be asked to meet the City’s tree preservation ordinance at the time of building permit application. Grading/Drainage/Utilities The city engineer has reviewed the proposed plans and found them to be acceptable subject to the comments and conditions outlined in their review memo. (See attached memo dated May 16, 2024.) STAFF REPORT Page 6 A developer’s agreement would be required for the construction of the proposed sidewalks, drive lanes and utilities. Any approvals of this project would be subject to review and approval of the Minnehaha Creek Watershed District, as they are the City’s review authority over the grading of the site. Building/Building Material The building materials would be a combination of brick, stone metal panel, fiber cement, and glass. Brick/stone and glass would primarily be located at the base of the buildings. (See attached renderings.) The applicant is requesting flexibility through the PUD rezoning under the following provisions of the City Code. Per Section 36-579 (3), the following building design is required in the POD Zoning District: 3) Building design and construction. In addition to other restrictions of this section and article III of chapter 10, the use, construction, alteration or enlargement of any building or structure within the Planned Office District shall meet the following standards: a. All new front building facades in the district that face the public realm must have 75 percent transparency (ability to see inside the building) at the ground level. 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 facade shall be longer than 200 feet without changing direction by a minimum of 90 degrees. d. Ground level first floors must have a minimum floor to ceiling height of 20 feet. e. All subsequent additions, exterior alterations and accessory buildings constructed after the erection of an original building shall be constructed of the same materials as the original building and shall be designed in a manner conforming to the original architectural design and general appearance. The applicant is proposing a 15-20 foot tall first floors. The applicant is further requesting flexibility regarding brick material on the first 60 feet in height, and the 75% transparency requirement. The percentage of proposed brick/stone in the first 60 feet varies between 20- 72%. (See attached plans showing brick percentages.) Excluding the structured parking area, the ground level transparency is 61% around the perimeter of the NE Building, 75% around the NW building, 65% around the SE building and 65% around the SW building. Mechanical Equipment No mechanical equipment has been shown on the plans. 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. Signage The signage allowed on the site would correspond to the use. The residential use would be subject to the sign regulations in Section 36-1712 planned residential districts; the retail uses would be subject to sign regulations of commercial districts, Section 36-1714, PCD-2 District. This would be written in the PUD Ordinance if approved. The public park sign would not meet STAFF REPORT Page 7 the sign ordinance. Park signage should also be subject to compliance with the sign ordinance, to be determined at the time of building permit. 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 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 installing sidewalks along the streets and around all the buildings. There would be indoor long-term bicycle parking stalls within the buildings for residents. Provision of code compliant exterior bike racks (5% of parking stalls) for the commercial use near the building entrances would be required at the time of permitting. See the attached memo from engineering regarding the city’s Living Streets Policy & TDM Management. Some of the highlights and recommendations include: STAFF REPORT Page 8 Design the sidewalks to meet ADA requirements. Public sidewalk to be a minimum 8 feet in width with an 8-foot boulevard. Provide a TDM plan as required by the City’s Travel Demand Management Policy. Provide directional signage/information for adjacent pedestrian, bicycle and transit facilities and ride-sharing services. Provide a bike repair station on-site, located adjacent to bike parking/storage or the bicycle access points. Subsidize Metro Transit passes for tenants and employees. Connections to the Promenade The City’s parks and recreation department has reviewed the proposed plans and connections to the Promenade and have offered several recommendations. (See the complete list in the attached memo). These shall be made a condition of approval of the project. Some of the recommendations are as follows: Property line- Do not utilize City of Edina property. Keep landscape, trees, hardscape, seating wall, etc. off City of Edina property. Connections- Reduce access points to the Promenade Trail. Perhaps provide a collector trail on Macy’s property that leads to reductions in Promenade access points. Trail connections should be safe, easily accessible and ADA compliant. Don’t change the grade of City of Edina property. Parks and recreation does not want to provide public access to a private dog park or have it near Promenade Trail. Maintenance agreement- Develop a maintenance agreement with property owners to ensure both parties understand and agree on maintenance of area. Subdivision The applicant is proposing to divide the parcel into four lots so that each building is located on its own 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. The proposed structures do not meet the required setbacks as noted on page 13. 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) of retail and office and $5,000 per unit for residential. There would be no dedication for the office/retail square footage as there currently is an 89,782 square foot building on the site that would be removed and 89,342 square feet of retail added. For the residential dedication, $2,860,000.00 is 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. These fees would be due at the time of building permit. STAFF REPORT Page 9 Planned Unit Development (PUD) As stated in the Greater Southdale District Plan, (page 63) “the Planned Unit Development process is used to encourage innovation in project design that cannot be achieved through traditional zoning, particularly where that innovation benefits the community or the context of the proposed project. This process involves discretionary review characterized by negotiation and collaboration.” An argument can be made for and against the proposed development. As mentioned, this is a proposal in which the City has complete discretion to approve or deny. The recommendation section of this report will outline a case both for and against this proposed project. Staff believes the proposal would meet the purpose and intent of the PUD, as most of the criteria below would be met. Per Section 36-253 the following are the regulations for a PUD: 1. Purpose and Intent. The purpose of the PUD District is to provide comprehensive procedures and standards intended to allow more creativity and flexibility in site plan design than would be possible under a conventional zoning district. The decision to zone property to PUD is a public policy decision for the City Council to make in its legislative capacity. The purpose and intent of a PUD is to include most or all of the following: a. provide for the establishment of PUD (planned unit development) zoning districts in appropriate settings and situations to create or maintain a development pattern that is consistent with the City's Comprehensive Plan; The site is located within the CAC land use category in the Comprehensive Plan. This is the area that is anticipated for the most intense development within the City. The area in between France and York Avenues is seen as the area that would support the most building density. The Work Group for the Greater Southdale District prepared a Vision Statement as well as their Aspirations for transforming the Greater Southdale District with expanded public parks and publicly-accessible gathering opportunities, community services and facilities, cultural and entertainment venues, a well-designed mix of housing types and affordability-choices, and expanded employment and shopping opportunities. The Vision Statement and Aspirations state: “This is what we want.” The key organizing statements of the Work Group’s Vision Statement are: We envision a vibrant, forward-looking and people-filled Greater Southdale District, organized around dynamic streets, engaging parks and public spaces, and well-conceived and enduring buildings. We welcome change on our terms. We envision innovation leading to extraordinary places and experiences. STAFF REPORT Page 10 We’re embarking on 50 years of well-paced steps, with each one more clearly blazing the path toward the future of the district. Increased density would help create a “people-filled” Greater Southdale District. The focus of the development is moving pedestrians and bicycles through the site to connect to the Promenade; forty-five percent (45%) of the development would be dedicated as public realm. Additionally, this project could enable a future much safer crossing of France Avenue opening up a better bicycle and pedestrian connection for the Cornelia area into the Promenade and Centennial Lakes. The project also maintains and enhances the vehicular connections between the properties to the north and south. By introducing more residential uses, more restaurant and retail options as well as office space the project would enhance and vitalize the existing businesses and increase pedestrian movement in the area. b. promote a more creative and efficient approach to land use within the City, while at the same time protecting and promoting the health, safety, comfort, aesthetics, economic viability, and general welfare of the City; The proposal would create a much more efficient and creative use of the property than existing on the site. There would be no surface parking on the site, pedestrian movement around the site would be significantly improved, providing additional connections to the Promenade from France Avenue, enable the possibility for connection across France. The Three Rivers Park bike trail can be upgraded (subject to their approval). As mentioned, adding more residents in the area could enhance the economic viability in the district. c. provide for variations to the strict application of the land use regulations in order to improve site design and operation, while at the same time incorporate design elements that exceed the City's standards to offset the effect of any variations. Desired design elements may include: sustainable design, greater utilization of new technologies in building design, special construction materials, landscaping, lighting, stormwater management, pedestrian oriented design, and podium height at a street or transition to residential neighborhoods, parks or other sensitive uses; Variations to land use regulations are requested to offset the significant costs for the provision of the following city goals within the project: Provision of affordable housing within the project, including 53 rental units available to those at 50% AMI and 5 for sale condos available to those persons at 80% AMI. Project would meet the City’s sustainable building policy. (See page 9 in the applicant’s narrative) Parking would be underground/structured (no surface parking included) STAFF REPORT Page 11 Addition of a significant amount public realm on all sides of the development. The total land area with public access easements over them would be 3.57 acres of the site, or 45% of the entire site area. Landscaping. The proposed plans show that 39 trees would be removed, and 11 trees would remain. The applicant is proposing to plant 142 new trees that would equate to 414 new caliper inches of trees. A full complement of understory shrubs and bushes are also proposed. (See attached landscape plans.) d. ensure high quality of design and design compatible with surrounding land uses, including both existing and planned; The proposed building would be stone/brick, glass, metal panel and fiber cement. The building would be constructed to meet the Sustainable Buildings Policy which increases the quality (and cost) of the design. e. maintain or improve the efficiency of public streets and utilities; The project would maintain and improve the efficiency of public streets. A clearer vehicular connection would be made from the property to the south to the property to the north. f. preserve and enhance site characteristics including natural features, wetland protection, trees, open space, scenic views, and screening; The existing site is primarily paved parking with the retail building. There would be trees removed from the site (39), however, they would be replaced with many more (142 new trees totaling 414 new caliper inches of trees), and higher quality trees, including trees and landscaping around the entire site which would enhance the pedestrian experience. g. allow for mixing of land uses within a development; The project provides a mixture of uses on the site, including housing, retail, restaurants, office and public realm. h. encourage a variety of housing types including affordable housing; and As mentioned, the project would provide 10% (58) of the units for affordable housing to help the City achieve its affordable housing goals. i. ensure the establishment of appropriate transitions between differing land uses. As mentioned, this site is located in an area anticipated for high density development. It would create an enhanced and more welcoming connection from the Promenade to the west. STAFF REPORT Page 12 2. Applicability/Criteria a. Uses. All permitted uses, permitted accessory uses, conditional uses, and uses allowed by administrative permit contained in the various zoning districts defined in this Chapter shall be treated as potentially allowable uses within a PUD district, provided they would be allowable on the site under the Comprehensive Plan. The proposed uses are all consistent with the Comprehensive Plan. The site is designated as Community Activity Center. Uses contemplated within that area include: Primary uses: Retail, office, lodging, entertainment, and residential uses, combined or in separate buildings. Secondary uses: Institutional and recreational. Mixed use should be encouraged and may be required on larger sites. b. Eligibility Standards. To be eligible for a PUD district, all development should be in compliance with the following: i. where the site of a proposed PUD is designated for more than one (1) land use in the Comprehensive Plan, the City may require that the PUD include all the land uses so designated or such combination of the designated uses as the City Council shall deem appropriate to achieve the purposes of this ordinance and the Comprehensive Plan; The site is guided in the Comprehensive Plan as Mixed-Use Center; the proposal includes mixed uses with residential, retail and office. ii. any PUD which involves a single land use type or housing type may be permitted provided that it is otherwise consistent with the objectives of this ordinance and the Comprehensive Plan; This project would include a mixture of land uses. iii. permitted densities may be specifically stated in the appropriate planned development designation and shall be in general conformance with the Comprehensive Plan; and As mentioned, the uses allowed are consistent with the Comprehensive Plan. The densities allowed would be specifically stated in the PUD Ordinance. As a truly mixed-use project, the density proposed is consistent with the Comprehensive Plan. iv. the setback regulation, building coverage and floor area ratio of the most closely related conventional zoning district shall be considered presumptively appropriate, but may be departed from to accomplish the purpose and intent described in #1 above. STAFF REPORT Page 13 The table on the following page shows how the proposed new building would comply with the PCD-3 Zoning Ordinance Standards. As described above, to accomplish the purpose and intent above, include 58 for affordable housing, dedicate 45% of the land area for public use, and meet the City’s sustainable buildings policy, the applicant is requesting large departures from the standard zoning requirements of the PCD-3 District. Compliance Table City Standard (PCD-3) (Setback measured from the front building line to the curb) Proposed (Setback measured from the front building line to the curb) Building Setbacks Front – France Avenue Side – North Side – South Rear – Promenade Setback to R-1 Property 50 feet 50 feet or building height (85’ NW) & 82 feet NE) 50 feet or building height (155’ SW) & 82 feet SE) 50 feet or building height (82 feet) 7-story building – 328 feet 11 story building – 930 feet 50 feet 36 feet (NW building)* 20 feet (NE building)* 131 feet (SW building)* 49 feet (SE building)* 34 feet (NE building)* 35 feet (SE building)* 685 feet 798 feet* Building Height 8 stories & 96 feet 7-11 stories and 155 feet* Density Up to 150 units per acre (mixed use) 572 total units = 72 units per acre Floor Area Ratio (FAR) .50% 2.2%* Parking Office – 68,061 s.f. = 234 spaces Retail/Restaurant – 21,281 s.f. = 164 spaces Residential – 572 units = 719 enclosed spaces 1,117 spaces total required 1,324 spaces total proposed First Floor Building Height 20 feet 15 feet* Transparency at Ground Level 75% 60%* (excluding parking structures) STAFF REPORT Page 14 PRIMARY ISSUES/STAFF RECOMMENDATION Primary Issues Is the proposal reasonable to justify PUD rezoning for this site? Yes. Staff does support the PUD rezoning, and believes the PUD criteria is met for the following reasons: 1. The project meets the over-arching objective of the Southdale District Plan to “maximize pedestrian activity throughout the District, with the public realm as the connective tissue that gives the District its unique identity and sets the stage for a remarkable daily experience for those who live, work, play within the Greater Southdale District.” The PUD rezoning tool that was envisioned to achieve this strategy for the District. The project follows several key goals of the Greater Southdale Design Experience Guidelines, most notably: Dividing the 8-acre parcel into 4 parcels with public realm dedicated on all sides of each building which enables pedestrians, bicycles, and vehicles to move through the site. The public realm area totals 45% of the entire parcel. There are no surface parking lots and liner buildings screen structured parking. 2. The proposed project would meet the City’s sustainable buildings policy, which would require the building to exceed typical building code requirements. (See page 9 in the applicant’s narrative) Including 5% of the parking stalls including EV charging stations with the possibility of expanding another 10%; and rooftop solar systems on two easterly buildings. 3. The project would provide 58 affordable housing units, including 5 that would be owner occupied. These units would help the City of Edina achieve its goal with the Met Council of creating 1,804 units by the year 2030. 4. The proposed project would meet the following goals and policies of the Comprehensive Plan: a. The evolution of the Greater Southdale District into a more inclusive, functional, urban, active and livable mixed-use area, unified through an enhanced pedestrian- oriented public realm, harmoniously integrating new development with existing built and landscape context with compatible transitions to adjacent neighborhoods. b. Higher-intensity, compact development patterns, and clustered destinations to (1) achieve a high level of quality services and amenities, (2) make access by walking, wheelchair, transit, and bicycle more practical, (3) reduce the amount of driving needed to get to services, and (4) to encourage social interaction and healthy living c. 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. STAFF REPORT Page 15 i. Provide visual screening and privacy to buffer cars from people, provide visual relief and allow stormwater infiltration in parking lots. ii. Evaluate current parking standards in order to encourage shared parking and minimize the visual impact of surface parking. iii. Landscaping is essential to screen parking areas, buffer adjacent residential uses and create a pedestrian-friendly environment along streets. d. 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. Focus on the public realm and pedestrian-scale experiences as the foundation for high quality and artful site and building design, highlighted human activity, and enhanced economic vibrancy. e. Encourage the creation of distinctive public and private spaces, including green streets, parks and plazas, highlighted gateways, and especially public gathering spaces, as a means of establishing an overall District identity. Enhance crossing of major streets at intervals reasonable to pedestrians. Enhance links between activity centers and transit in ways that expand the use of alternatives to cars. Anchor these links with green urban spaces. f. Require that all site spaces are well-considered, that no “leftover” spaces result from development, and that pedestrian experiences are considered first in the design of new introductions to the District g. Encourage successful mixed-use development. Promote well-balanced aggregations of “come to” and stay at” on each block, in each neighborhood, and within the District as a whole so that an active, linked and engaging public realm results. h. Create and maintain housing options that serve a diverse range of ages, household types, and economic situations. i. Multifamily. Multifamily developments are concentrated primarily along the main traffic arteries and are generally located toward the edges of the city, often in proximity to retail business establishments. Concentrations of multifamily developments are found along York Avenue, France Avenue, Vernon Avenue, Lincoln Drive, and Cahill Road. j. “Mixed-use development allows for a savings in time and convenience for residents who choose to live in closer proximity to where they work and shop. Community interest is served by this type of development, as the city is able to integrate additional residences and businesses more efficiently within existing city infrastructure. Pedestrian amenities and proximity of uses encourage more trips to be made by foot or bike, reducing the increase of congestion that can otherwise result from conventional development of separated land uses.” STAFF REPORT Page 16 k. “Building Placement and Design. Where appropriate, building facades should form a consistent street wall that helps to define the street and enhance the pedestrian environment. On existing auto-oriented development sites, encourage placement of liner buildings close to the street to encourage pedestrian movement. • Locate prominent buildings to visually define corners and screen parking lots. • Locate building entries and storefronts to face the primary street, in addition to any entries oriented towards parking areas. l. “Support the development of mixed-use districts that provide a variety of living opportunities within a walkable and livable area.” 5. In exchange for flexibility from conventional zoning the community benefits the City would achieve through the PUD with this project include: a. Fifty-eight (58) affordable housing units, five (5) owner-occupied. b. Structures that meet the City’s sustainable buildings policy. c. Forty-five percent (45%) of the project land area dedicated for public use. d. Significant pedestrian connections through the site. e. Enhanced landscaping. f. Ability for a future safe pedestrian and bike connection over or under France Avenue. Staff Recommendation Options for Consideration & Recommendation A case can be made for approval and denial of this project. Below are options for the planning commission and city council to consider for denial and approval: Denial Recommend the City Council deny the request for Preliminary Rezoning from PCD-3 to PUD, including the overall development plan and the Subdivision. Denial is based on the following findings: 1. The proposed height and density are not reasonable for the site to justify a PUD. The maximum height for the property is eight stories and 96 feet. The proposed buildings are up to 3 stories and over 50 feet taller than allowed by Zoning Ordinance. 2. The proposal does not meet the City’s criteria for PUD zoning. The requested flexibility from the underlying City Code provisions are too much in this instance to justify a PUD. 3. The flexibility requested through the PUD regarding building material, building height, building coverage, floor area ratio, density, and setbacks are not reasonable for this site. The proposal does not meet the purpose and intent of a PUD is to include most or all of the following: STAFF REPORT Page 17 a. provide for the establishment of PUD (planned unit development) zoning districts in appropriate settings and situations to create or maintain a development pattern that is consistent with the City's Comprehensive Plan; b. promote a more creative and efficient approach to land use within the City, while at the same time protecting and promoting the health, safety, comfort, aesthetics, economic viability, and general welfare of the City; c. provide for variations to the strict application of the land use regulations in order to improve site design and operation, while at the same time incorporate design elements that exceed the City's standards to offset the effect of any variations. Desired design elements may include: sustainable design, greater utilization of new technologies in building design, special construction materials, landscaping, lighting, stormwater management, pedestrian oriented design, and podium height at a street or transition to residential neighborhoods, parks or other sensitive uses; d. ensure high quality of design and design compatible with surrounding land uses, including both existing and planned; e. maintain or improve the efficiency of public streets and utilities; f. preserve and enhance site characteristics including natural features, wetland protection, trees, open space, scenic views, and screening; g. allow for mixing of land uses within a development; h. encourage a variety of housing types including affordable housing; and i. ensure the establishment of appropriate transitions between differing land uses. 3. The proposed plan has not adequately addressed the Greater Southdale District Design Experience Guidelines. Approval Recommend the City Council approve the request for Preliminary Rezoning from PCD-3 to PUD, including the overall development plan and the Preliminary Plat. The PUD would ensure that the affordable housing is included within the project, and the building would meet the sustainability policy. Approval is based on the following findings: 1. The proposed land uses, and density are consistent with the Comprehensive Plan and the existing Zoning on the site. 2. The proposal meets the City’s criteria for PUD zoning. The PUD zoning would: a. Promote a more creative and efficient approach to land use within the City, while at the same time protecting and promoting the health, safety, comfort, aesthetics, economic viability, and general welfare of the City. c. Provide for variations to the strict application of the land use regulations in order to improve site design and operation, while at the same time incorporate design elements that exceed the City's standards to offset the effect of any variations. STAFF REPORT Page 18 Desired design elements include sustainable design, greater utilization of new technologies in building design, special construction materials, landscaping, lighting, stormwater management, pedestrian oriented design, and podium height at a street. d. Project is of high quality of design and design compatible with surrounding land uses, including both existing and planned. e. Maintains the efficiency of public streets and utilities. f. Provides a mixture of land uses within the development. g. Project would meet the City’s affordable housing policy. 3. The PUD would ensure that the development proposed would be the only buildings that would be allowed on the site unless an amendment to the PUD is approved by City Council. 4. The PUD would ensure 10% of the units within the building would be for affordable housing. 5. The proposed project would meet the following goals and policies of the Comprehensive Plan: a. The evolution of the Greater Southdale District into a more inclusive, functional, urban, active and livable mixed-use area, unified through an enhanced pedestrian- oriented public realm, harmoniously integrating new development with existing built and landscape context with compatible transitions to adjacent neighborhoods. b. Higher-intensity, compact development patterns, and clustered destinations to (1) achieve a high level of quality services and amenities, (2) make access by walking, wheelchair, transit, and bicycle more practical, (3) reduce the amount of driving needed to get to services, and (4) to encourage social interaction and healthy living c. 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. Evaluate current parking standards in order to encourage shared parking and minimize the visual impact of surface parking. iii. Landscaping is essential to screen parking areas, buffer adjacent residential uses and create a pedestrian-friendly environment along streets. d. 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. Focus on the public realm and pedestrian-scale experiences as the foundation for high quality and artful site and building design, highlighted human activity, and enhanced economic vibrancy. STAFF REPORT Page 19 e. Encourage the creation of distinctive public and private spaces, including green streets, parks and plazas, highlighted gateways, and especially public gathering spaces, as a means of establishing an overall District identity. Enhance crossing of major streets at intervals reasonable to pedestrians. Enhance links between activity centers and transit in ways that expand the use of alternatives to cars. Anchor these links with green urban spaces. f. Require that all site spaces are well-considered, that no “leftover” spaces result from development, and that pedestrian experiences are considered first in the design of new introductions to the District g. Encourage successful mixed-use development. Promote well-balanced aggregations of “come to” and stay at” on each block, in each neighborhood, and within the District as a whole so that an active, linked and engaging public realm results. h. Create and maintain housing options that serve a diverse range of ages, household types, and economic situations. i. Multifamily. Multifamily developments are concentrated primarily along the main traffic arteries and are generally located toward the edges of the city, often in proximity to retail business establishments. Concentrations of multifamily developments are found along York Avenue, France Avenue, Vernon Avenue, Lincoln Drive, and Cahill Road. j. “Mixed-use development allows for a savings in time and convenience for residents who choose to live in closer proximity to where they work and shop. Community interest is served by this type of development, as the city is able to integrate additional residences and businesses more efficiently within existing city infrastructure. Pedestrian amenities and proximity of uses encourage more trips to be made by foot or bike, reducing the increase of congestion that can otherwise result from conventional development of separated land uses.” k. “Building Placement and Design. Where appropriate, building facades should form a consistent street wall that helps to define the street and enhance the pedestrian environment. On existing auto-oriented development sites, encourage placement of liner buildings close to the street to encourage pedestrian movement. • Locate prominent buildings to visually define corners and screen parking lots. • Locate building entries and storefronts to face the primary street, in addition to any entries oriented towards parking areas. l. “Support the development of mixed-use districts that provide a variety of living opportunities within a walkable and livable area.” 6. The existing roadways and parking would support the project. WSB Consulting conducted a traffic and parking impact study and concluded that the proposed development could be supported by the existing roads and proposed parking. STAFF REPORT Page 20 7. The proposed height of eleven stories is reasonable for this site. To provide affordable housing within this project, the additional height is needed to create more market rate units to help absorb the cost of the affordable housing units and to build the building to meet the City’s sustainability policy. 8. The proposed uses and site plan would be an upgrade to the current development on the site. 9. In exchange for flexibility from conventional zoning the community benefits the City would achieve through the PUD with this project include: a. Fifty-eight (58) affordable housing units, five (5) owner-occupied. b. Structures that meet the City’s sustainable buildings policy. c. Forty-five percent (45%) of the project land area dedicated for public use. d. Significant pedestrian connections through the site. e. Enhanced landscaping. f. Ability for a future safe pedestrian and bike connection over or under France Avenue. Approval is subject to the following Conditions: 1. The Final Development Plans must be generally consistent with the Preliminary Development Plans dated April 26, 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. The Final Lighting Plan must meet all minimum requirements per Section 36-1260 of the City Code. 4. Roof-top mechanical equipment shall be screened per Section 36-1459 of the City Code. 5. Submit a copy of the Minnehaha Creek Watershed District permit. The City may require revisions to the approved plans to meet the district’s requirements. 6. A Developer’s Agreement/Site Improvement Plan Agreement is required at the time of Final Approval. 7. The project must conform to the City’s affordable housing policy. The project shall provide 10% of the rental units (53 units) within the building for affordable housing for persons/families earning 50% the area median income (AMI) for the Twin Cities, and 10% of the for-sale condos for families/persons earning 80% of the area median income (AMI) for the Twin Cities. STAFF REPORT Page 21 8. Subject to the Zoning Ordinance Amendment approving the PUD, Planned Unit Development for this site. 9. Dedication of public access easements on all sidewalks, drive lanes, and public areas on all four sides of each building. 10. Park dedication fee in the amount of $2,860,000.00 shall be due prior to issuance of the building permits. 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. Maintenance of sidewalks and public space shall be responsibility of property owner. 14. Provision of code compliant bike racks near building entrances and within the parking areas would be required at the time of permitting. 15. Compliance with the City’s tree preservation ordinance. 16. Compliance with all the conditions outlined in the director of engineering’s memo dated May 16, 2024. 17. Compliance with the WSB Consulting Traffic & Parking Study recommendations. 18. Compliance with all the recommendation outlined from the parks and recreation department memo/email dated May 1, 2024. 19. Compliance with the conditions outlined in the fire marshal and building official’s memo dated May 16, 2024. 20. Compliance with City’s affordable housing policy and sustainable buildings policy. Staff Recommendation Staff recommends approval of the requests subject to the findings and conditions listed above. Deadline for a City decision: August 20, 2024 EdinaMN.gov 2 Site EdinaMN.gov 3 Site EdinaMN.gov 4 Site EdinaMN.gov 5 Site EAW TRAFFIC STUDY UPDATE MACY’S SITE REDEVELOPMENT City of Edina, Hennepin County, Minnesota May 14, 2024 Prepared for: City of Edina 4801 W. 50th Street Edina, MN 55424 WSB PROJECT NO. 025487-000 MACY’S SITE REDEVELOPMENT EAW TRAFFIC STUDY UPDATE CERTIFICATION WSB PROJECT NO. R-25487-000 CITY OF EDINA CERTIFICATION I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered professional engineer under the laws of the State of Minnesota. Mallori Fitzpatrick, P.E. Date: May 14, 2024 Reg. No. 58640 MACY’S SITE REDEVELOPMENT EAW TRAFFIC STUDY TABLE OF CONTENTS WSB PROJECT NO. R-22453-000 CITY OF EDINA Table of Contents Background / Introduction ............................................................................................................................. 1 Existing Conditions ........................................................................................................................................ 3 A. Roadway Characteristics ........................................................................................................... 3 B. Traffic Volumes ........................................................................................................................... 3 C. Crash History ............................................................................................................................... 4 Traffic Projections ......................................................................................................................................... 7 A. Background (Non-Site) Traffic Growth ..................................................................................... 7 B. Traffic Generation ....................................................................................................................... 7 C. Traffic Distribution ...................................................................................................................... 8 D. Projected Traffic Volumes .......................................................................................................... 8 Traffic Impact Analysis ................................................................................................................................ 12 A. Methodology .............................................................................................................................. 12 B. Existing Conditions Analysis ................................................................................................... 13 C. Forecasted Conditions Analysis ............................................................................................. 13 D. Vehicle Queuing Analysis ........................................................................................................ 16 Multi Modal Review / Analysis..................................................................................................................... 16 Parking Impact Analysis .............................................................................................................................. 20 Travel Demand Management ..................................................................................................................... 21 Conclusions / Recommendations ............................................................................................................... 22 List of Figures Figure 1 - Project Location ............................................................................................................................ 2 Figure 2 - Existing Traffic Conditions ............................................................................................................ 5 Figure 3 - Development Site Plan ................................................................................................................. 6 Figure 4 - 2025 No-Build Traffic Conditions .................................................................................................. 9 Figure 5 - 2025 Build Traffic Conditions ...................................................................................................... 10 Figure 6 - 2030 Build Traffic Conditions ...................................................................................................... 11 Figure 7 - Level of Service Ranges for ....................................................................................................... 12 Figure 8 - Proposed Sidewalk Facilities ...................................................................................................... 18 Figure 9 - Proposed Bike Facilities ............................................................................................................. 19 List of Tables Table 1 - Crash Data Summary .................................................................................................................... 4 Table 2 - Crash Rate Summary .................................................................................................................... 4 Table 3 – Original Estimated Site Trip Generation ....................................................................................... 7 Table 4 – Updated Estimated Site Trip Generation ...................................................................................... 7 Table 5 - 2023 Existing Conditions Summary ............................................................................................. 13 Table 6 - 2025 No Build Condition Summary .............................................................................................. 14 Table 7 - 2025 Build Conditions .................................................................................................................. 15 Table 8 - 2030 Build Condition Summary ................................................................................................... 15 Table 9 - Parking Required per City Code .................................................................................................. 20 Table 10 - Site Parking Demand per ITE .................................................................................................... 20 Table 11 - TDM Strategies .......................................................................................................................... 21 Appendices APPENDIX A – Existing Traffic Counts APPENDIX B – Traffic Operations Analysis Worksheets MACY’S SITE REDEVELOPMENT EAW TRAFFIC STUDY UPDATE PAGE 1 WSB PROJECT NO. 025487-000 CITY OF EDINA Background / Introduction The purpose of this study is to determine the potential transportation impacts the updated proposed redevelopment of the former Macy’s Furniture Store site has on the area traffic operations, site traffic circulation, pedestrian safety, and circulation and parking demand. The original study was completed in 2023, but the development has changed in land use intensity and an updated study is required. The site is located on the east side of France Avenue (County State Aid Highway (CSAH 17)) between 72nd Street and Gallagher Drive. The project location is shown in Figure 1. The existing 80,000 square foot building will be demolished. The original redevelopment of the site included will include four buildings with a total of 300,000 square feet of office/mixed use, 460 multi-family residential units, and parking. The updated proposed redevelopment includes 70,011 square feet of office space, 52 senior condos, 523 multi-family residential units, 21,660 square feet of commercial/restaurant, and parking. Access to the site will remain at the original locations from France Avenue at two existing locations, one at Gallagher Drive and the other from the existing business access. The traffic impacts of the existing and anticipated site redevelopment were evaluated at each site driveway as well as the primary impacted intersections on France Avenue (CSAH 17). The parking demand was determined based on the City Code and Institute of Transportation Engineers (ITE) guidelines. The following sections of this report document the traffic and parking analysis and the anticipated impacts the updated proposed site redevelopment has on the adjacent transportation system. LEGEND Project Location Figure 1 – Project Location Former Macy’s Site EAW Update Edina, MN 900 1 inch = 500 feet MACY’S SITE REDEVELOPMENT EAW TRAFFIC STUDY UPDATE PAGE 3 WSB PROJECT NO. 025487-000 CITY OF EDINA Existing Conditions The existing conditions for the updated proposed site redevelopment were re-evaluated at the following intersections: • France Avenue (CSAH 17) at Hazelton Road • France Avenue (CSAH 17) at 72nd Street • France Avenue (CSAH 17) at Business Access • France Avenue (CSAH 17) at Gallagher Drive • France Avenue (CSAH 17) at Parklawn Avenue A. Roadway Characteristics France Avenue is a north/south Minor Arterial roadway within Hennepin County. Within the study area, France Avenue is a six-lane divided roadway and has a speed limit of 40 mph. Hazelton Road is an east/west Major Collector roadway east of the intersection with France Avenue. Within the study area, Hazelton Road is a two-lane roadway and has a speed limit of 25 mph. 72nd Street is a two-lane local roadway with a speed limit of 25 mph. Gallagher Drive is a two-lane Major Collector roadway with a speed limit of 25 mph within the study area. Parklawn Avenue is an east/west Major Collector roadway with a speed limit of 30 mph. Parklawn Avenue is a two-lane undivided roadway west of France Avenue, and a four-lane divided roadway east of France Avenue. The lane configurations at each of the study area intersection are as follows: France Avenue (CSAH 17) at Hazelton Road – Traffic Signal Control • SB France Ave – one right/through, two through, one left • EB Hazelton Rd – one right/through, one left • NB France Ave – one right, three through, one left • WB Hazelton Rd – one right, one through, one left France Avenue (CSAH 17) at 72nd Street – Side Street Stop Control • SB France Ave – one right/through, two through • EB 72nd St – one right • NB France Ave – three through, one left France Ave (CSAH 17) at Business Access – Side Street Yield Control • SB France Ave – three through • WB 72nd St – one right • NB France Ave – one right, three through France Ave (CSAH 17) at Gallagher Drive – Traffic Signal Control • SB France Ave – one right/through, two through, one left • EB Gallagher Dr – one right/through, one left • NB France Ave – one right/through, two through, one left • WB Gallagher Dr – one right/through, one left France Ave (CSAH 17) at Parklawn Avenue – Traffic Signal Control • SB France Ave – one right/through, two through, one left • EB Gallagher Dr – one right, one through, one left • NB France Ave – one right, three through, one left • WB Gallagher Dr – one right, one through, one left B. Traffic Volumes Peak hour turning movement counts and daily counts were conducted during the week of April 10, 2023. These counts were used as the existing baseline conditions for the area. The data identified the weekday AM peak hour from 8:00 to 9:00 AM and PM peak hour from 4:30 to 5:30 PM. MACY’S SITE REDEVELOPMENT EAW TRAFFIC STUDY UPDATE PAGE 4 WSB PROJECT NO. 025487-000 CITY OF EDINA Figure 2 shows the existing intersections that were analyzed as part of the study, with the existing adjusted 2023 Average Daily Traffic (ADT) and weekday AM and PM peak hours. The raw traffic count data is included in Appendix A. C. Crash History The crash data presented is for a 5-year period from 2019-2023. Existing crash data included with this study was obtained using the Minnesota Crash Mapping Analysis Tool (MnCMAT2) developed by MnDOT. The database includes crashes reported to MnDOT by local law enforcement agencies. Crashes that resulted in property damage under $1000 are not included in the database results. A summary of the existing crash data is shown in Table 1. Table 1 - Crash Data Summary The data shows that the intersections have calculated crash rates that are below MnDOT Metro and Statewide average rates. A Crash Rate Summary is shown in Table 2. Table 2 - Crash Rate Summary Intersection crash rates are expressed in crashes per million entering vehicles ** Average for specific traffic control using MnDOT 2022 green sheets *** Critical crash rates are expressed in crashes per million entering vehicles with 0.995 confidence level Location Crashes 2019 2020 2021 2022 2023 Total Crashes PD PI PD PI PD PI PD PI PD PI France Ave at Hazelton Rd 2 0 1 0 1 0 2 2 0 0 8 France Ave at Gallagher Dr 1 0 2 1 3 1 2 0 2 1 13 France Ave at Parklawn Ave 0 1 1 3 1 0 3 2 3 2 16 Location Crashes Daily Vehicles Crash Rate* Calc Ave** Crit*** France Ave at Hazelton Rd 8 33,217 0.13 0.61 0.87 France Ave at Gallagher Dr 13 30,253 0.24 0.61 0.89 France Ave at Parklawn Ave 16 35,512 0.25 0.61 0.87 LEGEND Project Location 50 (75) AM (PM) Turning Movements 248 Turning Movement Figure 2 – Existing Traffic Volumes Former Macy’s Site EAW Update Edina, MN France AveHazelton Rd W 72nd St Business Access 400 1 inch = 500 feet (77) 50 v (88) 86(1203) 677(52) 89(23) 25 , f 64 (97) x 2 4 8 24 (49) 81 (129)k s70 (42)693 (917)109 (157)i r w (126) 78 Parklawn Ave (2) 0 ,(47) 27 (79) 51 v (30) 50(1292) 729(87) 2940 (88) x 2 4 8 3 (14) 9 (75) f k 21 (93)w s69 (91)805 (981)i r(1345) 746(96) 434 8 k 55 (95)895 (1163)r (67) 25(1373) 776,(58) 9414 (22)801 (1107)2 4 i r5 (4)753 (981)107 (181)k 7 (15) 78 (183) f (14) 8 ,(11) 1 x (1175) 680(116) 81(14) 4 v 61 (137)(11) 15i r w s 2 4 8 Figure 3 – Development Site Plan Former Macy’s Site EAW Update Edina, MN MACY’S SITE REDEVELOPMENT EAW TRAFFIC STUDY UPDATE PAGE 7 WSB PROJECT NO. 025487-000 CITY OF EDINA Traffic Projections In order to analyze the lane configuration and traffic control needs, projected traffic volumes were determined for the area with the updated land use intensities. Projected 2025 and 2030 traffic volumes were determined based on the updated proposed anticipated future development land use in the area. The following sections outline the projected background traffic growth, traffic generation from the study area, as well as the traffic distribution and projected traffic volumes. A. Background (Non-Site) Traffic Growth Traffic growth in the vicinity of a proposed site will occur between existing conditions (2023) and any given future year due to other development within the region. This background growth must be accounted for and included in future year traffic forecasts. To account for some background traffic growth, several factors were considered including the current City and County Transportation Plans, future traffic projections compared to the existing traffic volumes and historic traffic volumes and surrounding development that was already approved, but not yet constructed at the time of this study. Based on this review, a factor of 0.8 percent/year was used to project traffic from 2023 to the 2025 and 2030 analysis years. B. Traffic Generation The estimated trip generation from the original area development is shown below in Table 3. The updated proposed area development trip generation is shown in Table 4. The trip generation used to estimate the proposed site traffic is based on rates for other similar land uses as documented in the Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition. The table shows the Daily, AM peak and PM peak hour trip generation for the proposed site. With the updated trip generation, it is expected that a portion of trips from commercial and restaurant uses will be internal trips from the office and residential land uses. An internal trip reduction rate of 45% in the AM and 40% in the PM peak hour was used for commercial/restaurant trips. Internal trip reduction rates for mixed use developments were based on rates in the ITE Trip Generation Handbook, 3rd Edition. The overall trip generation in the updated site plan is less than the original site plan, but more trips are now leaving the site in the AM peak hour and entering the site in the PM peak hour. Table 3 – Original Estimated Site Trip Generation Planned Use Size ADT AM Peak Hour PM Peak Hour Total In Out Total In Out Office 300,000 sf 3,252 456 401 55 432 73 359 Multi-Family 460 units 2,088 170 39 131 179 109 70 Total New Trips 5,340 626 440 186 611 183 429 Source: Institute of Transportation Engineers Trip Generation Manual, 11th Edition Table 4 – Updated Estimated Site Trip Generation Planned Use Size ADT AM Peak Hour PM Peak Hour Total In Out Total In Out Office 70,011 sf 759 107 94 13 102 18 84 Multi-Family 523 units 2,448 219 51 168 205 127 78 Senior Condos 52 units 340 24 8 16 27 16 11 Commercial/ Restaurant 21,660 sf 1,733 121 68 53 175 97 78 Internal Trip Reduction (736) (55) (31) (24) (70) (39) (31) Total New Trips 4,544 416 190 226 439 219 220 Source: Institute of Transportation Engineers Trip Generation Manual, 11th Edition MACY’S SITE REDEVELOPMENT EAW TRAFFIC STUDY UPDATE PAGE 8 WSB PROJECT NO. 025487-000 CITY OF EDINA C. Traffic Distribution Proposed site generated trips were distributed to the adjacent roadway system based on the anticipated origins and destinations for the planned land use, existing travel patterns and engineering judgement. The original traffic distribution was used, as original land uses are similar to the updated land uses. Based on these parameters the following general traffic distribution was used to distribute the projected site traffic volumes to the area roadway network: • 37 percent to / from the north on France Avenue • 7 percent to / from the east on Hazelton Road • 2 percent to / from the west on 72nd Street • 37 percent to / from the south on France Avenue • 9 percent to / from the east on Parklawn Avenue • 8 percent to / from the west on Parklawn Avenue D. Projected Traffic Volumes Traffic forecasts were prepared for the future conditions by adding the projected annual background traffic growth to the existing traffic volumes to determine the No-Build conditions. The 2025 and 2030 Build conditions were then developed by adding the anticipated proposed site redevelopment traffic generation to the No-Build volumes. Figure 4 - Figure 6 shows the projected 2025 No-Build, 2025 Build and 2030 Build traffic volumes. LEGEND Project Location 50 (75) AM (PM) Turning Movements 248 Turning Movement Figure 4 – 2025 No-Build Traffic Volumes Former Macy’s Site EAW Update Edina, MN France AveHazelton Rd W 72nd St Business Access 400 1 inch = 500 feet (78) 51 v (89) 87(1222) 688(53) 90(23) 25 , 65 (99) x 2 4 8 24 (50) i r w s f 82 (131)k 71 (43)(128) 79704 (932)111 (160)(48) 27 (80) 52 v (31) 51(1313) 741(88) 29(2) 1 , 41 (89) x 2 4 8 3 (14) i r w s f 9 (76)k 70 (93)818 (997)21 (95)(68) 25(1395) 788,(59) 96 2 4 i r14 (22)814 (1125)5 (4)765 (997)109 (184)k 7 (15) i r w s 79 (186) f (14) 4 62 (139) x 2 4 8 v (11) 15(1194) 691(118) 82(14) 8 ,(11) 1 (1367) 758(98) 444 8 r 56 (97)k 909 (1185)Parklawn Ave LEGEND Project Location 50 (75) AM (PM) Turning Movements 248 Turning Movement Figure 5 – 2025 Build Traffic Volumes France AveHazelton Rd W 72nd St Business Access 400 1 inch = 500 feet Parklawn Ave Former Macy’s Site EAW Update Edina, MN v (11) 15(1275) 775(133) 98(14) 8 ,(11) 1 (14) 4 75 (154) x 2 4 8 7 (15) i r w s 79 (186) f 5 (4)835 (1078)109 (184)k (72) 30(1491) 888,(63) 100 2 4 i r14 (22)897 (1221)(1371) 763(146) 864 8 r 155 (194)k 996 (1285)(48) 27 (80) 52 v (31) 51(1361) 783(158) 90(2) 1 , 163 (208) x 2 4 8 3 (14) i r w s f 14 (80)k 70 (93)818 (997)108 (195)(96) 66 v (89) 87(1303) 758(53) 90(23) 25 , 65 (99) x 2 4 8 24 (50) i r w s f 99 (151)k 89 (61)(128) 79788 (1013)131 (180) LEGEND Project Location 50 (75) AM (PM) Turning Movements 248 Turning Movement Figure 6 – 2030 Build Traffic Volumes France AveHazelton Rd W 72nd St Parklawn Ave Business Access 400 1 inch = 500 feet Former Macy’s Site EAW Update Edina, MN v (12) 16(1323) 803(138) 102(15) 8 ,(12) 1 (15) 4 77 (160) x 2 4 8 7 (16) i r w s 82 (193) f 5 (4)866 (1118)113 (191)k (75) 31(1548) 921,(65) 103 2 4 i r15 (23)930 (1266)(1426) 794(150) 874 8 r 157 (197)k 1033 (1330)(50) 29 (84) 54 v (32) 53(1414) 813(162) 92(2) 0 , 164 (212) x 2 4 8 3 (15) i r w s f 15 (83)k 73 (96)851 (1037)109 (198)(99) 68 v (93) 91(1353) 786(55) 94(24) 26 , 68 (103) x 2 4 8 25 (52) i r w s f 103 (156)k 92 (62)(133) 82817 (1051)135 (186) MACY’S SITE REDEVELOPMENT EAW TRAFFIC STUDY UPDATE PAGE 12 WSB PROJECT NO. 025487-000 CITY OF EDINA Traffic Impact Analysis Existing and forecasted traffic operations were evaluated for the intersections and access in the Study Area. The analysis was conducted for the following scenarios. 1. Existing 2023 2. Projected 2025 No-Build 3. Projected 2025 Build (Updated) 4. Projected 2030 Build (Updated) This section describes the methodology used to assess the operations and provides a summary of traffic operations for each scenario. The traffic operation worksheets are included in Appendix B. A. Methodology The intersections in the corridor were evaluated during the weekday and weekend peak hours using Synchro/SimTraffic micro simulation software. The results are derived from established methodologies documented in the Highway Capacity Manual (HCM) 2010. The software was used to evaluate the characteristics of the roadway network including lane geometrics, turning movement volumes, traffic control, and signal timing. In addition, the signal timing parameters for future year conditions were optimized using Synchro. This information was then transferred to SimTraffic, the traffic simulation model, to estimate average peak hour vehicle delays and queues. One of the primary measures of effectiveness used to evaluate intersection traffic operations, as defined in the HCM, is Level of Service (LOS) – a qualitative letter grade, A – F, based on seconds of vehicle delay due to a traffic control device at an intersection. By definition, LOS A conditions represent high quality operations (i.e., motorists experience very little delay or interference) and LOS F conditions represent very poor operations (i.e., extreme delay or severe congestion). Figure 7 depicts a graphical interpretation of delay times that defines level of service. The delay thresholds are lower for un-signalized intersections than signalized intersections due to the public’s perception of acceptable delays for different traffic controls as indicated in the HCM. In accordance with the Minnesota Department of Transportation (MnDOT) guidelines, this analysis used the LOS D/E boundary as an indicator of acceptable traffic operations. Figure 7 - Level of Service Ranges for Signalized and Un-Signalized Intersections 80 55 35 20 10 LOS A LOS B LOS C LOS D LOS E LOS F Not CongestedCongested50 35 25 10 LOS A LOS B LOS C LOS D LOS E LOS F Not CongestedCongested15 Signalized Intersection Unsignalized IntersectionControl Delay per Vehicle (sec.)Control Delay per Vehicle (sec.)SOURCE: Level of Service thresholds from the Highway Capacity Manual, 2000. MACY’S SITE REDEVELOPMENT EAW TRAFFIC STUDY UPDATE PAGE 13 WSB PROJECT NO. 025487-000 CITY OF EDINA B. Existing Conditions Analysis Table 5 - 2023 Existing Conditions shown below summarizes the existing LOS at the primary intersections in the study area based on the current lane geometry, traffic control and 2023 traffic volumes. The analysis results show that all intersections are operating at overall LOS B or better during both the AM and PM peak hours. All movements during the AM and PM peak hours are operating at LOS C or better. Table 5 - 2023 Existing Conditions Summary Control Intersection AM Peak Hour PM Peak Hour LOS Delay(1) (sec/veh) LOS Delay(1) (sec/veh) Signal France Ave at Hazelton Rd A (C) 7 B (C) 13 Thru- Stop France Ave at 72nd St A (A) 4 A (A) 6 Thru- Yield France Ave at Business Access A (A) 2 A (A) 4 Signal France Ave at Gallagher Dr A (C) 7 B (C) 10 Signal France Ave at Parklawn Ave B (C) 12 B (C) 15 C = Overall LOS, (D) = Worst movement LOS , (1) = Overall Delay (worst movement for thru-stop intersections) C. Forecasted Conditions Analysis 2025 No-Build Traffic Operations Table 6 – 2025 No Build Condition Summary, shown below, summarizes the LOS and delays at the primary intersections in the study area based on the current lane geometry, traffic control and projected 2025 traffic volumes, without the proposed area development. The results show that all intersections will continue to operate at overall LOS B or better in 2025 during both the AM and PM peak hours with only the background traffic growth, with all movements operating at LOS C or better, except the France Avenue northbound left turn at Hazelton Road which would operate at LOS D in the PM peak hour. Delays would only increase slightly from the existing conditions. MACY’S SITE REDEVELOPMENT EAW TRAFFIC STUDY UPDATE PAGE 14 WSB PROJECT NO. 025487-000 CITY OF EDINA Table 6 - 2025 No Build Condition Summary Control Intersection AM Peak Hour PM Peak Hour LOS Delay(1) (sec/veh) LOS Delay(1) (sec/veh) Signal France Ave at Hazelton Rd A (C) 7 B (D) 13 Thru- Stop France Ave at 72nd St A (A) 5 A (A) 7 Thru- Yield France Ave at Business Access A (A) 2 A (A) 4 Signal France Ave at Gallagher Dr A (C) 6 B (C) 11 Signal France Ave at Parklawn Ave B (C) 12 B (C) 16 C = Overall LOS, (D) = Worst movement LOS , (1) = Overall Delay (worst movement for thru-stop intersections) 2025 Build Traffic Operations Table 7 – 2025 Build Conditions, shown below, summarizes the LOS and delays at the primary intersections in the study area assuming the existing lane configuration, traffic control and projected 2025 traffic volumes with the updated proposed site redevelopment. The results show that all intersections would operate at overall LOS B in 2025 during both the AM and PM peak hours with the proposed redevelopment traffic growth. All movements would also be operating at LOS C or better during the AM and PM peak hours except the following movements during the PM peak hour: • France Avenue at Hazelton Road – NB left turn • France Avenue at Gallagher Drive – NB left turn • France Avenue at Parklawn Avenue – NB left turn • France Avenue at Parklawn Avenue – SB left turn • France Avenue at Parklawn Avenue – EB through movement MACY’S SITE REDEVELOPMENT EAW TRAFFIC STUDY UPDATE PAGE 15 WSB PROJECT NO. 025487-000 CITY OF EDINA Table 7 - 2025 Build Conditions Control Intersection AM Peak Hour PM Peak Hour LOS Delay(1) (sec/veh) LOS Delay(1) (sec/veh) Signal France Ave at Hazelton Rd A (C) 8 B (D) 11 Thru- Stop France Ave at 72nd St A (A) 5 A (A) 9 Thru- Stop France Ave at Business Access A (A) 3 A (A) 6 Signal France Ave at Gallagher Dr B (C) 11 B (D) 16 Signal France Ave at Parklawn Ave B (C) 13 B (D) 17 C = Overall LOS, (D) = Worst movement LOS , (1) = Overall Delay (worst movement for thru-stop intersections) 2030 Build Traffic Operations Table 8 – 2030 Build Conditions, shown below, summarizes the LOS and delays at the primary intersections in the study area assuming the existing lane configuration, traffic control and projected 2030 traffic volumes with the updated proposed area redevelopment. The results show that all intersections would operate at overall LOS B in 2030 during both the AM and PM peak hours with the proposed redevelopment traffic growth. All movements would also be operating at LOS C or better during the AM and PM peak hours except the following during the PM peak hour: • France Avenue at Hazelton Road – NB left turn • France Avenue at Gallagher Drive – NB left turn • France Avenue at Parklawn Avenue – NB left turn • France Avenue at Parklawn Avenue – SB left turn • France Avenue at Parklawn Avenue – EB through movement Table 8 - 2030 Build Condition Summary Control Intersection AM Peak Hour PM Peak Hour LOS Delay(1) (sec/veh) LOS Delay(1) (sec/veh) Signal France Ave at Hazelton Rd A (C) 9 B (D) 12 Thru- Stop France Ave at 72nd St A (A) 6 A (B) 10 MACY’S SITE REDEVELOPMENT EAW TRAFFIC STUDY UPDATE PAGE 16 WSB PROJECT NO. 025487-000 CITY OF EDINA Thru- Stop France Ave at Business Access A (A) 3 A (A) 6 Signal France Ave at Gallagher Dr B (C) 11 B (D) 17 Signal France Ave at Parklawn Ave B (C) 13 B (D) 17 C = Overall LOS, (D) = Worst movement LOS , (1) = Overall Delay (worst movement for thru-stop intersections) D. Vehicle Queuing Analysis A queuing analysis for the 2025 No Build/Build and 2030 future Build conditions was conducted, evaluating the anticipated vehicle queues with the proposed traffic conditions. The analysis was conducted using the SimTraffic simulation software. Results from the 2025 No Build indicate that the following turn lanes are expected to have maximum queues that reach beyond the existing turn lane storage: • Westbound left-turn lane on Hazelton Road at France Avenue • Westbound and eastbound left-turn lanes on Parklawn Avenue at France Avenue The results found that during both the AM and PM peak hours in 2025 and 2030 with the updated proposed site redevelopment, the only turn lane in addition to the ones listed for the 2025 No-Build condition that is expected to have a maximum queue exceeding the available turn lanes storage is the westbound left-turn lane on Gallagher Drive at France Avenue. Maximum queues on the westbound approach are expected to reach slightly over 200 feet by year 2030 in the PM peak hour. However, average westbound left-turn queues are expected to be less than 100 feet. The left-turn lane is unable to be extended without blocking access to Gallagher Drive from the parcel to the south. Queueing space along the new local road is available and will likely be used during peak hours. Multi Modal Review / Analysis A. Pedestrian/Bike System The City’s current 2040 Comprehensive Plan addresses locations of existing and proposed sidewalk and bicycle facilities within the City. The proposed Sidewalk and Bicycle Facilities are shown in Figure 8 and Figure 9. The City of Edina is committed to providing a comprehensive and coordinated pedestrian network that provides transportation as well as recreational value. Currently there are several pedestrian and bike facilities that could be accessed from the proposed redevelopment site including: • Pedestrian / Bike Trail on east side of France Avenue. • Pedestrian / Bike Trail on west side of France Avenue. • Nine Mile Creek Regional Trail on south side of Gallagher Drive. • Pedestrian / Bike Trail in the Centennial Lakes Promenade east of the site. The City’s Comprehensive Plan does not identify any new pedestrian or bike facilities in the area of the site redevelopment. The proposed redevelopment site plan does however include a new east / west pedestrian plaza, expansion of the Centennial Lakes Promenade and new sidewalk connections from the site to the existing pedestrian / bike facilities. B. Transit System MACY’S SITE REDEVELOPMENT EAW TRAFFIC STUDY UPDATE PAGE 17 WSB PROJECT NO. 025487-000 CITY OF EDINA Metro Transit Route 6 provides service adjacent to the redeveloped site on France Avenue. The route provides local bus service from the U of M through downtown Minneapolis to the Southdale Transit Center down France Avenue, serving the areas on the northside of I-494 in Bloomington. The route operates during the weekdays, weekends, and holidays with 30-to-60-minute headways. Bus stops are currently provided on France Avenue at Hazelton Road, 72nd Street, Gallagher Drive and Parklawn Avenue. The nearest Park & Ride facility is at the Southdale Transit Center. The Transit Center is located southwest of the York Avenue and 66th Street intersection, on the east side of Southdale Center. The site currently includes approximately 70 surface Park & Ride parking spaces, with overflow parking for additional vehicles east of the Southdale Center ring road. Transit service is provided to the center from seven primary routes. The Transit Center is currently planned to be relocated to the north side of the Southdale Center. No changes in the existing transit service are planned with the proposed site redevelopment. MACY’S SITE REDEVELOPMENT EAW TRAFFIC STUDY UPDATE PAGE 18 WSB PROJECT NO. 025487-000 CITY OF EDINA Figure 8 - Proposed Sidewalk Facilities MACY’S SITE REDEVELOPMENT EAW TRAFFIC STUDY UPDATE PAGE 19 WSB PROJECT NO. 025487-000 CITY OF EDINA Figure 9 - Proposed Bike Facilities MACY’S SITE REDEVELOPMENT EAW TRAFFIC STUDY UPDATE PAGE 20 WSB PROJECT NO. 025487-000 CITY OF EDINA Parking Impact Analysis The parking demand for the proposed site redevelopment was analyzed based on the anticipated uses on the site. Based on the current City Code the proposed site redevelopment would require a total of 1,117 parking spaces. The current concept site plan includes 1,322 spaces. Table 9 shows a breakdown of the parking required per City Code. Table 9 - Parking Required per City Code Use Size Rate Parking Required Parking Provided Office 70,011 sf 1/300sf 234 1,322 Multi-Family 523 units 1.25/unit 654 Senior Condos 52 units 1.25/unit 65 Commercial 12,600 sf 1/250 sf 51 Restaurant 9,060 sf 1/100 sf + 1/employee on major shift + 1/loading dock 113 estimate Source: City of Edina The parking demand was also analyzed based on industry standards. The parking generation rates used to estimate the parking demand was based on surveys of the parking generation for other similar land uses as documented in the Institute of Transportation Engineers Parking Generation Manual, 5th Edition. Table 10 below shows the estimated parking generation rate and the anticipated peak parking demand on a typical weekday (Monday – Thursday) Table 10 - Site Parking Demand per ITE Source: Institute of Transportation Engineers Parking Generation Manual, 5th Edition Based on the results of the parking demand analysis, the parking stalls included in the proposed concept site plan would meet City Code requirements (1,117 parking stalls). It would also meet the guidelines based on industry standards (1,041 parking stalls). Use Size Rate Parking Required Office 70,011 sf 3.45 / 1000 sf 242 Multi-Family 523 units 1.2 / unit 628 Senior Condos 52 units 0.9/unit 47 Commercial 12,600 sf 4.7/ 1000 sf 60 Restaurant 9,060 sf 7/ 1000 sf 64 MACY’S SITE REDEVELOPMENT EAW TRAFFIC STUDY UPDATE PAGE 21 WSB PROJECT NO. 025487-000 CITY OF EDINA Although a majority of the parking is located in garages, the northwest building is proposing 10 angled surface parking stalls and a drop off/ pickup area north of the building. Two surface parking stalls are also proposed east of the northwest building. The angled parking stalls north of the building could potentially cause a safety issue with the northbound free right-turning vehicles from France conflicting with vehicles backing out of the parking stalls. Travel Demand Management The City of Edina has adopted a Travel Demand Management (TDM) policy that emphasis the reduction of vehicular trips on congested roadways during peak travel times. For the proposed 7235 France Avenue site redevelopment, a Tier 1 Plan is required based on requirement “a” 50 or more residential units and “b” 100 or more automobile parking stalls required by City Code. Tier 1 TDM plan is required when any of the following are met: a. 50 or more residential units; b. 100 or more automobile parking stalls required by City Code; or c. Flexibility sought from parking required by City Code; or d. Other development/redevelopment as required by Council condition. A Tier 1 Plan requires developers to demonstrate that the proposed project is designed in ways that support TDM. This requires identifying strategies aimed at reducing employee and visitor traffic volumes during peak travel hours. Based on the policy, the following shall be included in a Tier 1 TDM Plan: Tier 1 TDM Plan shall include: a. Strategies, implementation measures and timeline. A minimum of five (5) unique strategies must be identified for implementation. b. Anticipated single-occupancy vehicle (SOV) trip reduction. c. Goals, including peak and total SOV trip reduction goals. d. Evaluation measures and process to track implementation and determine the effectiveness of the TDM strategies and progress toward achieving the SOV trip reduction goals. e. Proposed total expenditures to implement the TDM strategies. Based on these requirements Table 11 outlines some recommended TDM strategies for the site that could be implemented by the developer: Table 11 - TDM Strategies Strategy Implementation Measures Timeline Cost Providing bicycle parking spaces exceeding City requirements. • Include on site plan • With site plan approval • Construct with site improvements • TBD Providing maps that show the area bus routes, light rail and bus schedules, and bicycle and pedestrian facilities. • Create map or use available maps • Have available on Website • With occupancy • TBD MACY’S SITE REDEVELOPMENT EAW TRAFFIC STUDY UPDATE PAGE 22 WSB PROJECT NO. 025487-000 CITY OF EDINA Directional signage/information for adjacent pedestrian, bicycle and transit facilities. • Include on site plan • With site plan approval • Construct with site improvements • TBD Restricting freight deliveries to off peak hours to avoid traffic conflicts on adjacent roadways. • Coordination with vendors • Verification with occupancy • On-going • TBD Transit fare discount to residents, increased cost for parking spots within building. • Have information available on website • Verification with occupancy • On-going • TBD Conclusions / Recommendations Based on the analysis documented in this report, WSB offers the following conclusions and recommendations: • The existing Macy’s Furniture store located on the east side of France Avenue (CSAH 17) Between 72nd Street and Gallagher Drive is proposed to be removed. • The updated proposed site redevelopment is proposed to include 70,011 square feet of office, 523 multi-family residential units, 52 senior condos, and 21,660 square feet of commercial/restaurant. The updated site is expected to generate 4,544 daily, 416 AM peak hour and 439 PM peak hour trips. Access to the site will be maintained at the existing access locations on France Avenue at the Business Access driveway and Gallagher Drive. The current concept plan provides 1,322 parking spaces for the site. • The crash data shows that based on the past 5 years, the intersections on France Avenue have calculated crash rates that are below the MnDOT Statewide average rates. • The traffic operations analysis evaluated impacts for existing conditions and the horizon years of 2025 and 2030 for the local roadway network, specifically, the following intersections in the vicinity of the proposed site redevelopment: o France Avenue (CSAH 17) at Hazelton Road o France Avenue (CSAH 17) at 72nd Street o France Avenue (CSAH 17) at Business Access o France Avenue (CSAH 17) at Gallagher Drive o France Avenue (CSAH 17) at Parklawn Avenue • With the existing conditions based on the current lane geometry, traffic control and existing 2023 traffic volumes, the analysis results show that all intersections are operating at overall LOS B or better during both the AM and PM peak hours with all movements operating at LOS C. • With the 2025 no-build conditions based on the current lane geometry, traffic control and projected 2025 no-build traffic volumes, the analysis results show that all intersections will continue to operate at overall LOS B or better during both the AM and PM peak hours with all movements operating at LOS C or better, except the France Avenue northbound left turn at Hazelton Road which would operate at LOS D in the PM peak hour. • With the 2025 and 2030 build conditions based on the current lane geometry, traffic control and projected 2025 build traffic volumes, the analysis results show that all intersections will continue to operate at overall LOS B or better during both the AM and PM peak hours with all movements operating at LOS C or better, except the France Avenue northbound left turn at Hazelton Road, MACY’S SITE REDEVELOPMENT EAW TRAFFIC STUDY UPDATE PAGE 23 WSB PROJECT NO. 025487-000 CITY OF EDINA northbound France Avenue left turn at Gallagher Drive, France Avenue northbound and southbound left-turns at Parklawn Avenue, and eastbound through movement at Parklawn Avenue during the PM peak hour. • Results from the 2025 No Build indicate that several turn lanes are expected to have maximum queues that reach beyond the existing turn lane storage: westbound left-turn lane on Hazelton Road at France Avenue and westbound and eastbound left-turn lanes on Parklawn Avenue at France Avenue. • The results found that during both the AM and PM peak hours in 2025 and 2030 with the updated proposed site redevelopment, the only turn lane in addition to the ones listed for the 2025 No- Build condition that is expected to have a maximum queue exceeding the available turn lanes storage is the westbound left-turn lane on Gallagher Drive at France Avenue. Maximum queues on the westbound approach are expected to reach slightly over 200 feet by year 2030 in the PM peak hour. However, average westbound left-turn queues are expected to be less than 100 feet. The left-turn lane is unable to be extended without blocking access to Gallagher Drive from the parcel to the south. Queueing space along the new local road is available and will likely be used during peak hours. Based on the above conclusions no roadway improvements are recommended at this time. • The City’s Comprehensive Plan does not identify any pedestrian or bicycle facilities in the area adjacent to the site. The pedestrian improvements identified in the concept site plan should be completed with the proposed project. • There is currently transit bus service provided directly adjacent to the site along France Avenue. In addition, the Southdale Transit Center is located north of the site. No additional Transit improvements would be required. • Based on the results of the parking demand analysis, the number of parking stalls included with the updated proposed site plan would meet City Code and industry standard requirements. No parking improvements or parking variance would be required. • The City of Edina has adopted a Travel Demand Management (TDM) Policy that requires developers to demonstrate that the proposed project is designed in ways that support TDM. This requires identifying strategies aimed at reducing employee and visitor traffic volumes during peak travel hours. The proposed redevelopment site proposal would require a Tier 1 TDM Plan. Based on the requirements, some potential TDM strategies for the site that could be implemented by the developer include: o Providing bicycle parking spaces exceeding City requirements. o Providing maps that show the area bus routes, light rail and bus schedules, and bicycle and pedestrian facilities. o Directional signage/information for adjacent pedestrian, bicycle and transit facilities. o Restricting freight deliveries to off-peak hours to avoid traffic conflicts on adjacent roadways. o Transit fare discount to residents, increased cost for parking spots within building. MACY SITE REDEVELOPMENT EAW TRAFFIC STUDY WSB PROJECT NO. R-22453-000 CITY OF EDINA APPENDIX A Existing Traffic Counts File Name : France Ave & Hazelton Rd Site Code : 1 Start Date : 4/11/2023 Page No : 1 France Ave & Hazelton Rd 6-9am & 3-6pm vehicles & peds Groups Printed- vehicles & peds France Ave From North Hazelton Rd From East France Ave From South Hazelton Rd From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 06:00 AM 2 26 2 0 30 1 0 4 1 6 6 37 2 0 45 1 0 2 0 3 84 06:15 AM 0 67 7 0 74 4 0 3 0 7 8 38 3 0 49 1 2 0 0 3 133 06:30 AM 0 36 4 0 40 3 0 3 0 6 2 77 0 0 79 3 0 1 0 4 129 06:45 AM 0 74 12 0 86 10 1 5 1 17 9 104 0 0 113 1 3 0 0 4 220 Total 2 203 25 0 230 18 1 15 2 36 25 256 5 0 286 6 5 3 0 14 566 07:00 AM 0 72 17 1 90 7 1 5 1 14 13 91 2 2 108 0 1 5 1 7 219 07:15 AM 0 122 17 0 139 19 4 16 0 39 17 108 1 2 128 1 2 4 1 8 314 07:30 AM 0 153 15 0 168 23 1 19 0 43 14 143 1 0 158 0 0 2 0 2 371 07:45 AM 3 185 24 0 212 22 0 19 0 41 20 137 1 0 158 0 2 3 0 5 416 Total 3 532 73 1 609 71 6 59 1 137 64 479 5 4 552 1 5 14 2 22 1320 08:00 AM 1 195 29 0 225 13 4 13 0 30 22 163 0 0 185 0 2 2 0 4 444 08:15 AM 1 177 19 0 197 17 1 16 1 35 20 168 1 1 190 1 3 1 0 5 427 08:30 AM 1 183 32 1 217 27 2 22 0 51 15 162 3 2 182 0 1 1 0 2 452 08:45 AM 2 196 27 0 225 21 0 10 0 31 24 183 11 0 218 0 2 0 0 2 476 Total 5 751 107 1 864 78 7 61 1 147 81 676 15 3 775 1 8 4 0 13 1799 03:00 PM 2 237 52 3 294 49 4 36 3 92 49 238 4 1 292 5 6 7 1 19 697 03:15 PM 2 255 39 1 297 36 4 37 0 77 42 266 2 2 312 3 4 4 0 11 697 03:30 PM 1 249 39 1 290 36 4 32 0 72 40 242 1 3 286 0 3 2 2 7 655 03:45 PM 4 196 58 0 258 51 5 28 1 85 52 240 2 3 297 3 2 3 0 8 648 Total 9 937 188 5 1139 172 17 133 4 326 183 986 9 9 1187 11 15 16 3 45 2697 04:00 PM 1 248 54 0 303 45 9 38 0 92 38 303 4 0 345 3 3 2 0 8 748 04:15 PM 3 219 34 1 257 41 4 41 1 87 31 259 3 1 294 2 2 0 2 6 644 04:30 PM 0 250 64 0 314 44 4 34 0 82 48 306 3 2 359 3 5 5 2 15 770 04:45 PM 2 251 39 2 294 36 1 37 3 77 51 317 3 0 371 4 2 6 1 13 755 Total 6 968 191 3 1168 166 18 150 4 338 168 1185 13 3 1369 12 12 13 5 42 2917 05:00 PM 2 231 45 0 278 65 6 39 2 112 49 265 3 1 318 0 4 2 0 6 714 05:15 PM 0 227 33 0 260 38 4 27 0 69 38 309 2 1 350 4 3 1 0 8 687 05:30 PM 2 202 31 0 235 42 5 45 0 92 37 275 2 0 314 0 3 4 0 7 648 05:45 PM 1 183 51 0 235 40 2 29 2 73 31 222 3 2 258 0 3 2 0 5 571 Total 5 843 160 0 1008 185 17 140 4 346 155 1071 10 4 1240 4 13 9 0 26 2620 Grand Total 30 4234 744 10 5018 690 66 558 16 1330 676 4653 57 23 5409 35 58 59 10 162 11919 Apprch %0.6 84.4 14.8 0.2 51.9 5 42 1.2 12.5 86 1.1 0.4 21.6 35.8 36.4 6.2 Total %0.3 35.5 6.2 0.1 42.1 5.8 0.6 4.7 0.1 11.2 5.7 39 0.5 0.2 45.4 0.3 0.5 0.5 0.1 1.4 wsb 701 Xenia Ave S, Suite 300 Minneapolis, MN 55416 File Name : France Ave & Hazelton Rd Site Code : 1 Start Date : 4/11/2023 Page No : 2 France Ave & Hazelton Rd 6-9am & 3-6pm vehicles & peds France Ave From North Hazelton Rd From East France Ave From South Hazelton Rd From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 06:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 1 195 29 0 225 13 4 13 0 30 22 163 0 0 185 0 2 2 0 4 444 08:15 AM 1 177 19 0 197 17 1 16 1 35 20 168 1 1 190 1 3 1 0 5 427 08:30 AM 1 183 32 1 217 27 2 22 0 51 15 162 3 2 182 0 1 1 0 2 452 08:45 AM 2 196 27 0 225 21 0 10 0 31 24 183 11 0 218 0 2 0 0 2 476 Total Volume 5 751 107 1 864 78 7 61 1 147 81 676 15 3 775 1 8 4 0 13 1799 % App. Total 0.6 86.9 12.4 0.1 53.1 4.8 41.5 0.7 10.5 87.2 1.9 0.4 7.7 61.5 30.8 0 PHF .625 .958 .836 .250 .960 .722 .438 .693 .250 .721 .844 .923 .341 .375 .889 .250 .667 .500 .000 .650 .945 France Ave Hazelton Rd Hazelton Rd France Ave Right 5 Thru 751 Left 107 Peds 1 InOut Total 758 864 1622 Right78 Thru7 Left61 Peds1 OutTotalIn196 147 343 Left 15 Thru 676 Right 81 Peds 3 Out TotalIn 813 775 1588 Left4 Thru8 Right1 Peds0 TotalOutIn27 13 40 Peak Hour Begins at 08:00 AM vehicles & peds Peak Hour Data North wsb 701 Xenia Ave S, Suite 300 Minneapolis, MN 55416 File Name : France Ave & Hazelton Rd Site Code : 1 Start Date : 4/11/2023 Page No : 3 France Ave & Hazelton Rd 6-9am & 3-6pm vehicles & peds France Ave From North Hazelton Rd From East France Ave From South Hazelton Rd From West Start Time Rig ht Thr u Left Ped s App. Total Rig ht Thr u Left Ped s App. Total Right Thr u Left Peds App. Total Right Thr u Left Peds App. Total Int. Total Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 250 64 0 314 44 4 34 0 82 48 306 3 2 359 3 5 5 2 15 770 04:45 PM 2 251 39 2 294 36 1 37 3 77 51 317 3 0 371 4 2 6 1 13 755 05:00 PM 2 231 45 0 278 65 6 39 2 112 49 265 3 1 318 0 4 2 0 6 714 05:15 PM 0 227 33 0 260 38 4 27 0 69 38 309 2 1 350 4 3 1 0 8 687 Total Volume 4 959 181 2 1146 183 15 137 5 340 186 1197 11 4 1398 11 14 14 3 42 2926 % App. Total 0.3 83.7 15.8 0.2 53.8 4.4 40.3 1.5 13.3 85.6 0.8 0.3 26.2 33.3 33.3 7.1 PHF .500 .955 .707 .250 .912 .704 .625 .878 .417 .759 .912 .944 .917 .500 .942 .688 .700 .583 .375 .700 .950 France Ave Hazelton Rd Hazelton Rd France Ave Right 4 Thru 959 Left 181 Peds 2 InOut Total 1394 1146 2540 Right183 Thru15 Left137 Peds5 OutTotalIn381 340 721 Left 11 Thru 1197 Right 186 Peds 4 Out TotalIn 1107 1398 2505 Left14 Thru14 Right11 Peds3 TotalOutIn30 42 72 Peak Hour Begins at 04:30 PM vehicles & peds Peak Hour Data North wsb 701 Xenia Ave S, Suite 300 Minneapolis, MN 55416 File Name : France Ave & 72nd St Site Code : 2 Start Date : 4/11/2023 Page No : 1 France Ave & 72nd St 6-9am & 3-6pm vehicles & peds Groups Printed- vehicles & peds France Ave From North 72nd St From East France Ave From South 72nd St From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 06:00 AM 1 29 0 0 30 0 0 0 0 0 0 0 0 0 0 4 0 0 0 4 34 06:15 AM 0 69 0 0 69 0 0 0 0 0 0 0 0 0 0 3 0 0 1 4 73 06:30 AM 0 45 0 0 45 0 0 0 0 0 0 0 0 0 0 9 0 0 0 9 54 06:45 AM 1 79 0 0 80 0 0 0 0 0 0 0 0 0 0 7 0 0 0 7 87 Total 2 222 0 0 224 0 0 0 0 0 0 0 0 0 0 23 0 0 1 24 248 07:00 AM 1 76 0 0 77 0 0 0 0 0 0 0 0 0 0 9 0 0 1 10 87 07:15 AM 1 139 0 0 140 0 0 0 0 0 0 0 0 0 0 12 0 0 0 12 152 07:30 AM 3 168 0 1 172 0 0 0 0 0 0 0 0 0 0 26 0 0 2 28 200 07:45 AM 7 202 0 0 209 0 0 0 0 0 0 0 0 0 0 33 0 0 0 33 242 Total 12 585 0 1 598 0 0 0 0 0 0 0 0 0 0 80 0 0 3 83 681 08:00 AM 2 199 0 0 201 0 0 0 0 0 0 0 0 0 0 22 0 0 1 23 224 08:15 AM 3 195 0 0 198 0 0 0 0 0 0 0 0 0 0 21 0 0 2 23 221 08:30 AM 2 205 0 0 207 0 0 0 0 0 0 0 0 0 0 18 0 0 1 19 226 08:45 AM 4 207 0 0 211 0 0 0 0 0 0 0 0 0 0 18 0 0 0 18 229 Total 11 806 0 0 817 0 0 0 0 0 0 0 0 0 0 79 0 0 4 83 900 03:00 PM 5 275 0 0 280 0 0 0 0 0 0 0 0 0 0 14 0 0 0 14 294 03:15 PM 6 286 0 0 292 0 0 0 0 0 0 0 0 0 0 6 0 0 0 6 298 03:30 PM 3 269 0 1 273 0 0 0 0 0 0 0 0 0 0 13 0 0 1 14 287 03:45 PM 6 231 0 0 237 0 0 0 0 0 0 0 0 0 0 14 0 0 0 14 251 Total 20 1061 0 1 1082 0 0 0 0 0 0 0 0 0 0 47 0 0 1 48 1130 04:00 PM 6 284 0 0 290 0 0 0 0 0 0 0 0 0 0 8 0 0 2 10 300 04:15 PM 2 253 0 0 255 0 0 0 0 0 0 0 0 0 0 20 0 0 8 28 283 04:30 PM 5 288 0 0 293 0 0 0 0 0 0 0 0 0 0 15 0 0 2 17 310 04:45 PM 9 282 0 0 291 0 0 0 0 0 0 0 0 0 0 15 0 0 1 16 307 Total 22 1107 0 0 1129 0 0 0 0 0 0 0 0 0 0 58 0 0 13 71 1200 05:00 PM 1 274 0 0 275 0 0 0 0 0 0 0 0 0 0 19 0 0 5 24 299 05:15 PM 3 256 0 2 261 0 0 0 0 0 0 0 0 0 0 6 0 0 2 8 269 05:30 PM 11 227 0 0 238 0 0 0 0 0 0 0 0 0 0 10 0 0 2 12 250 05:45 PM 4 218 0 0 222 0 0 0 0 0 0 0 0 0 0 6 0 0 0 6 228 Total 19 975 0 2 996 0 0 0 0 0 0 0 0 0 0 41 0 0 9 50 1046 Grand Total 86 4756 0 4 4846 0 0 0 0 0 0 0 0 0 0 328 0 0 31 359 5205 Apprch %1.8 98.1 0 0.1 0 0 0 0 0 0 0 0 91.4 0 0 8.6 Total %1.7 91.4 0 0.1 93.1 0 0 0 0 0 0 0 0 0 0 6.3 0 0 0.6 6.9 wsb 701 Xenia Ave S, Suite 300 Minneapolis, MN 55416 File Name : France Ave & 72nd St Site Code : 2 Start Date : 4/11/2023 Page No : 2 France Ave & 72nd St 6-9am & 3-6pm vehicles & peds France Ave From North 72nd St From East France Ave From South 72nd St From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 06:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 7 202 0 0 209 0 0 0 0 0 0 0 0 0 0 33 0 0 0 33 242 08:00 AM 2 199 0 0 201 0 0 0 0 0 0 0 0 0 0 22 0 0 1 23 224 08:15 AM 3 195 0 0 198 0 0 0 0 0 0 0 0 0 0 21 0 0 2 23 221 08:30 AM 2 205 0 0 207 0 0 0 0 0 0 0 0 0 0 18 0 0 1 19 226 Total Volume 14 801 0 0 815 0 0 0 0 0 0 0 0 0 0 94 0 0 4 98 913 % App. Total 1.7 98.3 0 0 0 0 0 0 0 0 0 0 95.9 0 0 4.1 PHF .500 .977 .000 .000 .975 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .712 .000 .000 .500 .742 .943 France Ave 72nd St 72nd St France Ave Right 14 Thru 801 Left 0 Peds 0 InOut Total 0 815 815 Right0 Thru0 Left0 Peds0 OutTotalIn0 0 0 Left 0 Thru 0 Right 0 Peds 0 Out TotalIn 895 0 895 Left0 Thru0 Right94 Peds4 TotalOutIn14 98 112 Peak Hour Begins at 07:45 AM vehicles & peds Peak Hour Data North wsb 701 Xenia Ave S, Suite 300 Minneapolis, MN 55416 File Name : France Ave & 72nd St Site Code : 2 Start Date : 4/11/2023 Page No : 3 France Ave & 72nd St 6-9am & 3-6pm vehicles & peds France Ave From North 72nd St From East France Ave From South 72nd St From West Start Time Rig ht Thr u Left Ped s App. Total Rig ht Thr u Left Ped s App. Total Right Thr u Left Peds App. Total Right Thr u Left Peds App. Total Int. Total Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 6 284 0 0 290 0 0 0 0 0 0 0 0 0 0 8 0 0 2 10 300 04:15 PM 2 253 0 0 255 0 0 0 0 0 0 0 0 0 0 20 0 0 8 28 283 04:30 PM 5 288 0 0 293 0 0 0 0 0 0 0 0 0 0 15 0 0 2 17 310 04:45 PM 9 282 0 0 291 0 0 0 0 0 0 0 0 0 0 15 0 0 1 16 307 Total Volume 22 1107 0 0 1129 0 0 0 0 0 0 0 0 0 0 58 0 0 13 71 1200 % App. Total 1.9 98.1 0 0 0 0 0 0 0 0 0 0 81.7 0 0 18.3 PHF .611 .961 .000 .000 .963 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .725 .000 .000 .406 .634 .968 France Ave 72nd St 72nd St France Ave Right 22 Thru 1107 Left 0 Peds 0 InOut Total 0 1129 1129 Right0 Thru0 Left0 Peds0 OutTotalIn0 0 0 Left 0 Thru 0 Right 0 Peds 0 Out TotalIn 1165 0 1165 Left0 Thru0 Right58 Peds13 TotalOutIn22 71 93 Peak Hour Begins at 04:00 PM vehicles & peds Peak Hour Data North wsb 701 Xenia Ave S, Suite 300 Minneapolis, MN 55416 File Name : France Ave & Business Access Site Code : 3 Start Date : 4/11/2023 Page No : 1 France Ave & Business Ave 6-9am & 3-6pm vehicles & peds Groups Printed- vehicles & peds France Ave From North Business Access From East France Ave From South From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 06:00 AM 0 0 0 0 0 2 0 0 0 2 1 43 0 0 44 0 0 0 0 0 46 06:15 AM 0 0 0 0 0 0 0 0 0 0 4 50 2 0 56 0 0 0 0 0 56 06:30 AM 0 0 0 0 0 6 0 0 0 6 5 73 1 0 79 0 0 0 0 0 85 06:45 AM 0 0 0 0 0 6 0 0 0 6 10 110 6 1 127 0 0 0 0 0 133 Total 0 0 0 0 0 14 0 0 0 14 20 276 9 1 306 0 0 0 0 0 320 07:00 AM 0 0 0 0 0 8 0 0 0 8 8 94 11 0 113 0 0 0 0 0 121 07:15 AM 0 0 0 0 0 11 0 0 0 11 4 117 12 0 133 0 0 0 0 0 144 07:30 AM 0 0 0 0 0 11 0 0 0 11 11 152 23 0 186 0 0 0 0 0 197 07:45 AM 0 0 0 0 0 8 0 0 0 8 9 147 11 0 167 0 0 0 0 0 175 Total 0 0 0 0 0 38 0 0 0 38 32 510 57 0 599 0 0 0 0 0 637 08:00 AM 0 0 0 0 0 17 0 0 0 17 11 161 13 0 185 0 0 0 0 0 202 08:15 AM 0 0 0 1 1 15 0 0 2 17 8 174 8 0 190 0 0 0 0 0 208 08:30 AM 0 0 0 0 0 7 0 0 0 7 13 175 1 0 189 0 0 0 0 0 196 08:45 AM 0 0 0 0 0 16 0 0 0 16 11 198 3 0 212 0 0 0 0 0 228 Total 0 0 0 1 1 55 0 0 2 57 43 708 25 0 776 0 0 0 0 0 834 03:00 PM 0 0 0 0 0 20 0 0 1 21 21 270 6 0 297 0 0 0 0 0 318 03:15 PM 0 0 0 0 0 20 0 0 0 20 23 294 12 0 329 0 0 0 0 0 349 03:30 PM 0 0 0 0 0 12 0 0 1 13 18 265 9 1 293 0 0 0 0 0 306 03:45 PM 0 0 0 0 0 31 0 0 0 31 17 276 18 0 311 0 0 0 0 0 342 Total 0 0 0 0 0 83 0 0 2 85 79 1105 45 1 1230 0 0 0 0 0 1315 04:00 PM 0 0 0 0 0 21 0 0 1 22 17 311 15 0 343 0 0 0 0 0 365 04:15 PM 0 0 0 0 0 24 0 0 2 26 22 275 18 0 315 0 0 0 0 0 341 04:30 PM 0 0 0 0 0 22 0 0 0 22 23 329 7 1 360 0 0 0 0 0 382 04:45 PM 0 0 0 0 0 28 0 0 3 31 18 342 21 1 382 0 0 0 0 0 413 Total 0 0 0 0 0 95 0 0 6 101 80 1257 61 2 1400 0 0 0 0 0 1501 05:00 PM 0 0 0 0 0 19 0 0 1 20 23 296 19 0 338 0 0 0 0 0 358 05:15 PM 0 0 0 0 0 26 0 0 1 27 32 332 20 0 384 0 0 0 0 0 411 05:30 PM 0 0 0 0 0 21 0 0 0 21 23 288 11 0 322 0 0 0 0 0 343 05:45 PM 0 0 0 0 0 18 0 0 1 19 19 236 16 0 271 0 0 0 0 0 290 Total 0 0 0 0 0 84 0 0 3 87 97 1152 66 0 1315 0 0 0 0 0 1402 Grand Total 0 0 0 1 1 369 0 0 13 382 351 5008 263 4 5626 0 0 0 0 0 6009 Apprch %0 0 0 100 96.6 0 0 3.4 6.2 89 4.7 0.1 0 0 0 0 Total %0 0 0 0 0 6.1 0 0 0.2 6.4 5.8 83.3 4.4 0.1 93.6 0 0 0 0 0 wsb 701 Xenia Ave S, Suite 300 Minneapolis, MN 55416 File Name : France Ave & Business Access Site Code : 3 Start Date : 4/11/2023 Page No : 2 France Ave & Business Ave 6-9am & 3-6pm vehicles & peds France Ave From North Business Access From East France Ave From South From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 06:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 0 0 0 0 0 17 0 0 0 17 11 161 13 0 185 0 0 0 0 0 202 08:15 AM 0 0 0 1 1 15 0 0 2 17 8 174 8 0 190 0 0 0 0 0 208 08:30 AM 0 0 0 0 0 7 0 0 0 7 13 175 1 0 189 0 0 0 0 0 196 08:45 AM 0 0 0 0 0 16 0 0 0 16 11 198 3 0 212 0 0 0 0 0 228 Total Volume 0 0 0 1 1 55 0 0 2 57 43 708 25 0 776 0 0 0 0 0 834 % App. Total 0 0 0 100 96.5 0 0 3.5 5.5 91.2 3.2 0 0 0 0 0 PHF .000 .000 .000 .250 .250 .809 .000 .000 .250 .838 .827 .894 .481 .000 .915 .000 .000 .000 .000 .000 .914 France Ave Business Access France Ave Right 0 Thru 0 Left 0 Peds 1 InOut Total 763 1 764 Right55 Thru0 Left0 Peds2 OutTotalIn43 57 100 Left 25 Thru 708 Right 43 Peds 0 Out TotalIn 0 776 776 Left0 Thru0 Right0 Peds0 TotalOutIn25 0 25 Peak Hour Begins at 08:00 AM vehicles & peds Peak Hour Data North wsb 701 Xenia Ave S, Suite 300 Minneapolis, MN 55416 File Name : France Ave & Business Access Site Code : 3 Start Date : 4/11/2023 Page No : 3 France Ave & Business Ave 6-9am & 3-6pm vehicles & peds France Ave From North Business Access From East France Ave From South From West Start Time Rig ht Thr u Left Ped s App. Total Rig ht Thr u Left Ped s App. Total Right Thr u Left Peds App. Total Right Thr u Left Peds App. Total Int. Total Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 0 0 0 0 22 0 0 0 22 23 329 7 1 360 0 0 0 0 0 382 04:45 PM 0 0 0 0 0 28 0 0 3 31 18 342 21 1 382 0 0 0 0 0 413 05:00 PM 0 0 0 0 0 19 0 0 1 20 23 296 19 0 338 0 0 0 0 0 358 05:15 PM 0 0 0 0 0 26 0 0 1 27 32 332 20 0 384 0 0 0 0 0 411 Total Volume 0 0 0 0 0 95 0 0 5 100 96 1299 67 2 1464 0 0 0 0 0 1564 % App. Total 0 0 0 0 95 0 0 5 6.6 88.7 4.6 0.1 0 0 0 0 PHF .000 .000 .000 .000 .000 .848 .000 .000 .417 .806 .750 .950 .798 .500 .953 .000 .000 .000 .000 .000 .947 France Ave Business Access France Ave Right 0 Thru 0 Left 0 Peds 0 InOut Total 1394 0 1394 Right95 Thru0 Left0 Peds5 OutTotalIn96 100 196 Left 67 Thru 1299 Right 96 Peds 2 Out TotalIn 0 1464 1464 Left0 Thru0 Right0 Peds0 TotalOutIn67 0 67 Peak Hour Begins at 04:30 PM vehicles & peds Peak Hour Data North wsb 701 Xenia Ave S, Suite 300 Minneapolis, MN 55416 File Name : France Ave & Gallagher Dr Site Code : 4 Start Date : 4/11/2023 Page No : 1 France Ave & Gallagher Dr 6-9am & 3-6pm vehicles & peds Groups Printed- vehicles & peds France Ave From North Gallagher Dr From East France Ave From South Gallagher Dr From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 06:00 AM 1 31 1 0 33 0 0 0 1 1 2 40 0 2 44 0 0 4 0 4 82 06:15 AM 1 68 3 1 73 1 0 1 0 2 1 49 0 1 51 1 0 6 0 7 133 06:30 AM 3 48 3 0 54 0 0 1 0 1 1 72 0 2 75 2 0 7 0 9 139 06:45 AM 3 81 2 1 87 0 0 6 0 6 1 110 5 3 119 3 1 18 0 22 234 Total 8 228 9 2 247 1 0 8 1 10 5 271 5 8 289 6 1 35 0 42 588 07:00 AM 6 74 4 0 84 2 1 3 0 6 1 100 5 2 108 3 1 9 0 13 211 07:15 AM 11 135 5 0 151 3 0 7 0 10 3 114 10 3 130 9 0 16 0 25 316 07:30 AM 9 178 6 0 193 0 0 7 0 7 8 161 11 3 183 11 0 27 2 40 423 07:45 AM 25 198 6 0 229 0 1 9 0 10 7 147 10 1 165 7 0 15 0 22 426 Total 51 585 21 0 657 5 2 26 0 33 19 522 36 9 586 30 1 67 2 100 1376 08:00 AM 13 198 6 0 217 4 2 16 0 22 8 172 15 3 198 10 0 13 3 26 463 08:15 AM 20 201 5 0 226 0 1 7 0 8 5 170 8 2 185 7 0 18 2 27 446 08:30 AM 16 201 4 0 221 3 0 10 0 13 9 172 10 5 196 4 0 14 1 19 449 08:45 AM 20 202 6 1 229 2 0 7 3 12 7 208 17 8 240 6 0 6 0 12 493 Total 69 802 21 1 893 9 3 40 3 55 29 722 50 18 819 27 0 51 6 84 1851 03:00 PM 22 246 19 0 287 22 1 29 1 53 17 255 8 8 288 13 2 17 1 33 661 03:15 PM 24 249 22 0 295 26 0 19 0 45 26 272 6 5 309 10 0 29 0 39 688 03:30 PM 13 239 19 0 271 13 0 25 2 40 22 265 12 6 305 8 0 10 0 18 634 03:45 PM 11 210 31 0 252 24 1 33 0 58 17 255 5 8 285 9 3 27 0 39 634 Total 70 944 91 0 1105 85 2 106 3 196 82 1047 31 27 1187 40 5 83 1 129 2617 04:00 PM 23 251 26 0 300 19 2 20 1 42 17 310 16 11 354 11 2 11 2 26 722 04:15 PM 23 220 17 0 260 20 1 23 1 45 14 279 11 12 316 15 1 24 3 43 664 04:30 PM 23 261 19 1 304 15 4 22 2 43 13 321 7 3 344 13 0 19 1 33 724 04:45 PM 20 260 24 0 304 18 5 21 1 45 30 332 8 7 377 8 0 20 1 29 755 Total 89 992 86 1 1168 72 12 86 5 175 74 1242 42 33 1391 47 3 74 7 131 2865 05:00 PM 23 241 29 0 293 24 3 17 0 44 10 305 9 23 347 12 1 16 6 35 719 05:15 PM 25 230 21 0 276 18 2 28 1 49 34 334 6 6 380 14 1 19 0 34 739 05:30 PM 20 193 16 0 229 16 4 15 0 35 36 295 9 17 357 6 2 11 0 19 640 05:45 PM 16 185 25 0 226 29 4 24 1 58 20 219 7 13 259 3 0 20 0 23 566 Total 84 849 91 0 1024 87 13 84 2 186 100 1153 31 59 1343 35 4 66 6 111 2664 Grand Total 371 4400 319 4 5094 259 32 350 14 655 309 4957 195 154 5615 185 14 376 22 597 11961 Apprch %7.3 86.4 6.3 0.1 39.5 4.9 53.4 2.1 5.5 88.3 3.5 2.7 31 2.3 63 3.7 Total %3.1 36.8 2.7 0 42.6 2.2 0.3 2.9 0.1 5.5 2.6 41.4 1.6 1.3 46.9 1.5 0.1 3.1 0.2 5 wsb 701 Xenia Ave S, Suite 300 Minneapolis, MN 55416 File Name : France Ave & Gallagher Dr Site Code : 4 Start Date : 4/11/2023 Page No : 2 France Ave & Gallagher Dr 6-9am & 3-6pm vehicles & peds France Ave From North Gallagher Dr From East France Ave From South Gallagher Dr From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 06:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 13 198 6 0 217 4 2 16 0 22 8 172 15 3 198 10 0 13 3 26 463 08:15 AM 20 201 5 0 226 0 1 7 0 8 5 170 8 2 185 7 0 18 2 27 446 08:30 AM 16 201 4 0 221 3 0 10 0 13 9 172 10 5 196 4 0 14 1 19 449 08:45 AM 20 202 6 1 229 2 0 7 3 12 7 208 17 8 240 6 0 6 0 12 493 Total Volume 69 802 21 1 893 9 3 40 3 55 29 722 50 18 819 27 0 51 6 84 1851 % App. Total 7.7 89.8 2.4 0.1 16.4 5.5 72.7 5.5 3.5 88.2 6.1 2.2 32.1 0 60.7 7.1 PHF .863 .993 .875 .250 .975 .563 .375 .625 .250 .625 .806 .868 .735 .563 .853 .675 .000 .708 .500 .778 .939 France Ave Gallagher Dr Gallagher Dr France Ave Right 69 Thru 802 Left 21 Peds 1 InOut Total 782 893 1675 Right9 Thru3 Left40 Peds3 OutTotalIn50 55 105 Left 50 Thru 722 Right 29 Peds 18 Out TotalIn 869 819 1688 Left51 Thru0 Right27 Peds6 TotalOutIn122 84 206 Peak Hour Begins at 08:00 AM vehicles & peds Peak Hour Data North wsb 701 Xenia Ave S, Suite 300 Minneapolis, MN 55416 File Name : France Ave & Gallagher Dr Site Code : 4 Start Date : 4/11/2023 Page No : 3 France Ave & Gallagher Dr 6-9am & 3-6pm vehicles & peds France Ave From North Gallagher Dr From East France Ave From South Gallagher Dr From West Start Time Rig ht Thr u Left Ped s App. Total Rig ht Thr u Left Ped s App. Total Right Thr u Left Peds App. Total Right Thr u Left Peds App. Total Int. Total Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 23 261 19 1 304 15 4 22 2 43 13 321 7 3 344 13 0 19 1 33 724 04:45 PM 20 260 24 0 304 18 5 21 1 45 30 332 8 7 377 8 0 20 1 29 755 05:00 PM 23 241 29 0 293 24 3 17 0 44 10 305 9 23 347 12 1 16 6 35 719 05:15 PM 25 230 21 0 276 18 2 28 1 49 34 334 6 6 380 14 1 19 0 34 739 Total Volume 91 992 93 1 1177 75 14 88 4 181 87 1292 30 39 1448 47 2 74 8 131 2937 % App. Total 7.7 84.3 7.9 0.1 41.4 7.7 48.6 2.2 6 89.2 2.1 2.7 35.9 1.5 56.5 6.1 PHF .910 .950 .802 .250 .968 .781 .700 .786 .500 .923 .640 .967 .833 .424 .953 .839 .500 .925 .333 .936 .973 France Ave Gallagher Dr Gallagher Dr France Ave Right 91 Thru 992 Left 93 Peds 1 InOut Total 1441 1177 2618 Right75 Thru14 Left88 Peds4 OutTotalIn182 181 363 Left 30 Thru 1292 Right 87 Peds 39 Out TotalIn 1127 1448 2575 Left74 Thru2 Right47 Peds8 TotalOutIn135 131 266 Peak Hour Begins at 04:30 PM vehicles & peds Peak Hour Data North wsb 701 Xenia Ave S, Suite 300 Minneapolis, MN 55416 File Name : France Ave & Parklawn Ave Site Code : 5 Start Date : 4/11/2023 Page No : 1 France Ave & Parklawn Ave 6-9am & 3-6pm vehicles & peds Groups Printed- vehicles & peds France Ave From North Parklawn Ave From East France Ave From South Parklawn Ave From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 06:00 AM 1 22 8 0 31 2 1 1 1 5 10 35 8 0 53 7 1 6 0 14 103 06:15 AM 9 42 12 0 63 3 3 1 0 7 16 45 11 0 72 6 1 2 0 9 151 06:30 AM 4 39 10 0 53 5 1 2 0 8 26 64 20 1 111 10 0 7 0 17 189 06:45 AM 11 53 20 0 84 8 3 3 0 14 35 103 23 0 161 8 5 7 1 21 280 Total 25 156 50 0 231 18 8 7 1 34 87 247 62 1 397 31 7 22 1 61 723 07:00 AM 7 51 16 0 74 9 4 4 0 17 17 90 19 0 126 11 4 4 1 20 237 07:15 AM 13 118 19 1 151 13 4 6 0 23 26 108 31 0 165 14 7 11 0 32 371 07:30 AM 15 155 21 0 191 17 3 4 0 24 22 143 22 4 191 11 4 18 0 33 439 07:45 AM 20 168 25 0 213 12 9 13 0 34 35 137 32 1 205 15 7 12 0 34 486 Total 55 492 81 1 629 51 20 27 0 98 100 478 104 5 687 51 22 45 1 119 1533 08:00 AM 13 166 37 0 216 16 6 14 0 36 24 157 25 2 208 18 10 15 1 44 504 08:15 AM 18 160 19 0 197 23 8 15 0 46 25 156 21 4 206 17 9 11 1 38 487 08:30 AM 19 171 24 0 214 24 3 14 0 41 15 150 18 3 186 19 2 11 0 32 473 08:45 AM 20 175 29 0 224 18 7 21 0 46 25 214 22 0 261 24 4 13 0 41 572 Total 70 672 109 0 851 81 24 64 0 169 89 677 86 9 861 78 25 50 2 155 2036 03:00 PM 17 240 40 0 297 30 13 36 1 80 21 231 28 4 284 26 5 13 1 45 706 03:15 PM 16 197 34 0 247 39 7 32 0 78 23 238 24 3 288 14 6 23 0 43 656 03:30 PM 16 250 27 0 293 35 9 35 0 79 22 243 33 5 303 22 5 17 0 44 719 03:45 PM 19 199 42 0 260 27 8 33 0 68 19 257 29 4 309 24 3 18 0 45 682 Total 68 886 143 0 1097 131 37 136 1 305 85 969 114 16 1184 86 19 71 1 177 2763 04:00 PM 12 216 37 0 265 38 12 38 2 90 15 265 19 2 301 38 8 16 0 62 718 04:15 PM 13 224 36 0 273 22 18 32 0 72 12 270 22 1 305 34 3 15 0 52 702 04:30 PM 11 241 41 0 293 35 10 25 0 70 18 293 18 1 330 35 9 22 1 67 760 04:45 PM 8 240 53 0 301 37 10 18 2 67 10 284 23 2 319 25 5 24 0 54 741 Total 44 921 167 0 1132 132 50 113 4 299 55 1112 82 6 1255 132 25 77 1 235 2921 05:00 PM 10 254 27 0 291 35 11 22 0 68 12 314 25 3 354 32 6 16 0 54 767 05:15 PM 14 219 26 0 259 24 10 19 1 54 12 314 19 6 351 15 7 14 0 36 700 05:30 PM 6 204 28 0 238 20 10 14 0 44 21 290 31 3 345 15 9 7 0 31 658 05:45 PM 7 173 24 0 204 20 5 17 2 44 18 265 31 6 320 19 8 9 1 37 605 Total 37 850 105 0 992 99 36 72 3 210 63 1183 106 18 1370 81 30 46 1 158 2730 Grand Total 299 3977 655 1 4932 512 175 419 9 1115 479 4666 554 55 5754 459 128 311 7 905 12706 Apprch %6.1 80.6 13.3 0 45.9 15.7 37.6 0.8 8.3 81.1 9.6 1 50.7 14.1 34.4 0.8 Total %2.4 31.3 5.2 0 38.8 4 1.4 3.3 0.1 8.8 3.8 36.7 4.4 0.4 45.3 3.6 1 2.4 0.1 7.1 wsb 701 Xenia Ave S, Suite 300 Minneapolis, MN 55416 File Name : France Ave & Parklawn Ave Site Code : 5 Start Date : 4/11/2023 Page No : 2 France Ave & Parklawn Ave 6-9am & 3-6pm vehicles & peds France Ave From North Parklawn Ave From East France Ave From South Parklawn Ave From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 06:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 13 166 37 0 216 16 6 14 0 36 24 157 25 2 208 18 10 15 1 44 504 08:15 AM 18 160 19 0 197 23 8 15 0 46 25 156 21 4 206 17 9 11 1 38 487 08:30 AM 19 171 24 0 214 24 3 14 0 41 15 150 18 3 186 19 2 11 0 32 473 08:45 AM 20 175 29 0 224 18 7 21 0 46 25 214 22 0 261 24 4 13 0 41 572 Total Volume 70 672 109 0 851 81 24 64 0 169 89 677 86 9 861 78 25 50 2 155 2036 % App. Total 8.2 79 12.8 0 47.9 14.2 37.9 0 10.3 78.6 10 1 50.3 16.1 32.3 1.3 PHF .875 .960 .736 .000 .950 .844 .750 .762 .000 .918 .890 .791 .860 .563 .825 .813 .625 .833 .500 .881 .890 France Ave Parklawn Ave Parklawn Ave France Ave Right 70 Thru 672 Left 109 Peds 0 InOut Total 808 851 1659 Right81 Thru24 Left64 Peds0 OutTotalIn223 169 392 Left 86 Thru 677 Right 89 Peds 9 Out TotalIn 814 861 1675 Left50 Thru25 Right78 Peds2 TotalOutIn180 155 335 Peak Hour Begins at 08:00 AM vehicles & peds Peak Hour Data North wsb 701 Xenia Ave S, Suite 300 Minneapolis, MN 55416 File Name : France Ave & Parklawn Ave Site Code : 5 Start Date : 4/11/2023 Page No : 3 France Ave & Parklawn Ave 6-9am & 3-6pm vehicles & peds France Ave From North Parklawn Ave From East France Ave From South Parklawn Ave From West Start Time Rig ht Thr u Left Ped s App. Total Rig ht Thr u Left Ped s App. Total Right Thr u Left Peds App. Total Right Thr u Left Peds App. Total Int. Total Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM 13 224 36 0 273 22 18 32 0 72 12 270 22 1 305 34 3 15 0 52 702 04:30 PM 11 241 41 0 293 35 10 25 0 70 18 293 18 1 330 35 9 22 1 67 760 04:45 PM 8 240 53 0 301 37 10 18 2 67 10 284 23 2 319 25 5 24 0 54 741 05:00 PM 10 254 27 0 291 35 11 22 0 68 12 314 25 3 354 32 6 16 0 54 767 Total Volume 42 959 157 0 1158 129 49 97 2 277 52 1161 88 7 1308 126 23 77 1 227 2970 % App. Total 3.6 82.8 13.6 0 46.6 17.7 35 0.7 4 88.8 6.7 0.5 55.5 10.1 33.9 0.4 PHF .808 .944 .741 .000 .962 .872 .681 .758 .250 .962 .722 .924 .880 .583 .924 .900 .639 .802 .250 .847 .968 France Ave Parklawn Ave Parklawn Ave France Ave Right 42 Thru 959 Left 157 Peds 0 InOut Total 1367 1158 2525 Right129 Thru49 Left97 Peds2 OutTotalIn232 277 509 Left 88 Thru 1161 Right 52 Peds 7 Out TotalIn 1182 1308 2490 Left77 Thru23 Right126 Peds1 TotalOutIn179 227 406 Peak Hour Begins at 04:15 PM vehicles & peds Peak Hour Data North wsb 701 Xenia Ave S, Suite 300 Minneapolis, MN 55416 MACY SITE REDEVELOPMENT EAW TRAFFIC STUDY WSB PROJECT NO. R-22453-000 CITY OF EDINA APPENDIX B Traffic Operations Analysis Worksheets SimTraffic Simulation Summary 05/10/2023 Existing AM SimTraffic Report Page 1 Summary of All Intervals Run Number 1 2 3 4 5 Avg Start Time 6:57 6:57 6:57 6:57 6:57 6:57 End Time 8:00 8:00 8:00 8:00 8:00 8:00 Total Time (min) 63 63 63 63 63 63 Time Recorded (min) 60 60 60 60 60 60 # of Intervals 2 2 2 2 2 2 # of Recorded Intervals 1 1 1 1 1 1 Vehs Entered 2447 2629 2497 2477 2383 2486 Vehs Exited 2451 2591 2505 2479 2384 2480 Starting Vehs 71 65 89 68 71 69 Ending Vehs 67 103 81 66 70 76 Denied Entry Before 0 1 0 0 0 0 Denied Entry After 0 0 1 0 0 0 Travel Distance (mi) 2121 2271 2161 2130 2052 2147 Travel Time (hr) 75.3 81.6 77.8 76.3 72.9 76.8 Total Delay (hr) 15.7 17.8 16.4 15.8 14.6 16.1 Total Stops 2118 2358 2246 2162 2034 2184 Fuel Used (gal) 70.0 75.9 72.2 70.6 67.5 71.2 Interval #0 Information Seeding Start Time 6:57 End Time 7:00 Total Time (min) 3 Volumes adjusted by Growth Factors. No data recorded this interval. Interval #1 Information Recording Start Time 7:00 End Time 8:00 Total Time (min) 60 Volumes adjusted by Growth Factors. Run Number 1 2 3 4 5 Avg Vehs Entered 2447 2629 2497 2477 2383 2486 Vehs Exited 2451 2591 2505 2479 2384 2480 Starting Vehs 71 65 89 68 71 69 Ending Vehs 67 103 81 66 70 76 Denied Entry Before 0 1 0 0 0 0 Denied Entry After 0 0 1 0 0 0 Travel Distance (mi) 2121 2271 2161 2130 2052 2147 Travel Time (hr) 75.3 81.6 77.8 76.3 72.9 76.8 Total Delay (hr) 15.7 17.8 16.4 15.8 14.6 16.1 Total Stops 2118 2358 2246 2162 2034 2184 Fuel Used (gal) 70.0 75.9 72.2 70.6 67.5 71.2 SimTraffic Performance Report 05/10/2023 Existing AM SimTraffic Report Page 2 1: France Ave & Hazelton Rd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.0 0.0 0.0 0.1 0.0 0.1 0.0 0.0 0.0 0.1 0.0 0.0 Denied Del/Veh (s) 3.9 0.1 0.1 3.2 0.3 3.1 0.0 0.0 0.0 2.3 0.1 0.1 Total Delay (hr) 0.0 0.1 0.0 0.5 0.1 0.1 0.1 1.3 0.1 0.8 0.7 0.0 Total Del/Veh (s) 29.2 30.8 4.1 29.9 28.6 5.4 37.8 6.9 2.8 30.0 3.1 0.9 Stop Delay (hr) 0.0 0.1 0.0 0.5 0.1 0.1 0.1 0.8 0.1 0.8 0.2 0.0 Stop Del/Veh (s) 27.7 27.4 3.9 27.6 25.5 5.2 35.7 4.2 2.3 27.2 1.1 0.4 Total Stops 2 7 2 55 7 70 12 231 33 89 106 1 Stop/Veh 0.67 1.00 1.00 0.93 0.88 0.86 0.92 0.34 0.41 0.89 0.14 0.25 Travel Dist (mi) 0.4 1.1 0.4 12.4 1.7 17.1 1.0 56.3 6.7 27.0 213.8 1.2 Travel Time (hr) 0.0 0.1 0.0 1.0 0.1 0.8 0.2 2.7 0.3 1.7 6.1 0.0 Avg Speed (mph) 11 12 22 13 14 22 6 21 21 17 35 34 Fuel Used (gal) 0.0 0.0 0.0 0.5 0.1 0.5 0.0 1.6 0.1 0.9 5.9 0.0 Fuel Eff. (mpg) 26.9 29.2 38.9 27.0 29.3 34.1 21.1 34.5 46.6 31.1 36.5 41.1 HC Emissions (g) 0 0 0 2 0 6 0 18 2 5 79 0 CO Emissions (g) 1 3 1 66 9 129 7 573 62 205 2197 6 NOx Emissions (g) 0 0 0 7 1 17 0 63 5 22 301 1 Vehicles Entered 3 7 2 59 8 81 13 676 81 98 770 4 Vehicles Exited 3 7 2 58 7 80 13 681 81 98 773 4 Hourly Exit Rate 3 7 2 58 7 80 13 681 81 98 773 4 Input Volume 4 8 1 61 7 78 15 680 81 107 753 5 % of Volume 75 88 200 95 100 103 87 100 100 92 103 80 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0 Density (ft/veh) Occupancy (veh) 0 0 0 1 0 1 0 3 0 2 6 0 SimTraffic Performance Report 05/10/2023 Existing AM SimTraffic Report Page 3 1: France Ave & Hazelton Rd Performance by movement Movement All Denied Delay (hr) 0.2 Denied Del/Veh (s) 0.4 Total Delay (hr) 3.8 Total Del/Veh (s) 7.5 Stop Delay (hr) 2.7 Stop Del/Veh (s) 5.3 Total Stops 615 Stop/Veh 0.34 Travel Dist (mi) 339.2 Travel Time (hr) 13.1 Avg Speed (mph) 26 Fuel Used (gal) 9.7 Fuel Eff. (mpg) 35.1 HC Emissions (g) 112 CO Emissions (g) 3260 NOx Emissions (g) 417 Vehicles Entered 1802 Vehicles Exited 1807 Hourly Exit Rate 1807 Input Volume 1800 % of Volume 100 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 995 Occupancy (veh) 13 SimTraffic Performance Report 05/10/2023 Existing AM SimTraffic Report Page 4 2: France Ave & W 72nd St Performance by movement Movement EBR NBL NBT SBT SBR All Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.1 0.0 0.0 0.0 0.0 0.0 Total Delay (hr) 0.1 0.0 0.0 0.2 0.0 0.4 Total Del/Veh (s) 4.1 4.4 0.2 1.0 0.5 0.8 Stop Delay (hr) 0.1 0.0 0.0 0.0 0.0 0.1 Stop Del/Veh (s) 3.5 2.9 0.0 0.1 0.1 0.3 Total Stops 85 13 0 0 0 98 Stop/Veh 0.98 0.54 0.00 0.00 0.00 0.06 Travel Dist (mi) 22.8 1.0 31.0 71.1 1.3 127.3 Travel Time (hr) 0.9 0.1 0.9 2.1 0.1 4.0 Avg Speed (mph) 25 13 35 34 26 31 Fuel Used (gal) 0.6 0.0 0.9 3.0 0.0 4.6 Fuel Eff. (mpg) 36.3 36.2 33.8 23.5 41.1 27.5 HC Emissions (g) 7 0 12 45 0 64 CO Emissions (g) 135 6 375 1917 13 2446 NOx Emissions (g) 19 1 45 161 1 226 Vehicles Entered 86 24 772 817 16 1715 Vehicles Exited 86 24 771 817 16 1714 Hourly Exit Rate 86 24 771 817 16 1714 Input Volume 94 25 777 801 14 1711 % of Volume 91 96 99 102 114 100 Denied Entry Before 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 Density (ft/veh)890 Occupancy (veh) 1 0 1 2 0 4 SimTraffic Performance Report 05/10/2023 Existing AM SimTraffic Report Page 5 3: France Ave & Business Access Performance by movement Movement WBR NBT NBR SBT All Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.1 0.0 0.0 0.0 0.0 Total Delay (hr) 0.0 0.2 0.0 0.0 0.3 Total Del/Veh (s) 1.6 1.0 0.9 0.2 0.6 Stop Delay (hr) 0.0 0.0 0.0 0.0 0.0 Stop Del/Veh (s) 1.2 0.1 0.1 0.0 0.1 Total Stops 12 0 0 0 12 Stop/Veh 0.24 0.00 0.00 0.00 0.01 Travel Dist (mi) 3.4 58.3 3.8 36.3 101.8 Travel Time (hr) 0.2 1.7 0.2 1.1 3.2 Avg Speed (mph) 19 34 23 34 32 Fuel Used (gal) 0.1 2.5 0.1 1.2 3.9 Fuel Eff. (mpg) 42.0 23.1 33.2 30.0 25.9 HC Emissions (g) 1 33 2 18 53 CO Emissions (g) 17 1538 62 598 2215 NOx Emissions (g) 2 121 6 65 194 Vehicles Entered 51 745 48 903 1747 Vehicles Exited 51 744 48 904 1747 Hourly Exit Rate 51 744 48 904 1747 Input Volume 55 746 43 895 1739 % of Volume 93 100 112 101 100 Denied Entry Before 0 0 0 0 0 Denied Entry After 0 0 0 0 0 Density (ft/veh)809 Occupancy (veh) 0 2 0 1 3 SimTraffic Performance Report 05/10/2023 Existing AM SimTraffic Report Page 6 4: France Ave & Gallagher Dr Performance by movement Movement EBL EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR All Denied Delay (hr) 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 Denied Del/Veh (s) 4.0 0.3 4.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.2 Total Delay (hr) 0.4 0.0 0.3 0.0 0.0 0.4 0.9 0.0 0.2 0.8 0.0 3.2 Total Del/Veh (s) 30.7 5.4 28.0 25.0 5.2 27.5 4.6 3.1 33.9 3.6 1.8 6.2 Stop Delay (hr) 0.4 0.0 0.3 0.0 0.0 0.4 0.3 0.0 0.2 0.4 0.0 2.1 Stop Del/Veh (s) 28.5 4.8 26.0 22.5 4.9 24.0 1.7 1.3 32.4 1.9 1.4 4.0 Total Stops 45 23 32 3 8 50 115 7 18 141 16 458 Stop/Veh 0.90 0.88 0.91 0.75 0.89 0.93 0.16 0.22 0.95 0.17 0.23 0.25 Travel Dist (mi) 7.9 4.1 4.5 0.5 1.1 10.7 146.4 6.3 1.4 61.6 5.4 249.9 Travel Time (hr) 0.8 0.2 0.5 0.0 0.1 0.7 4.8 0.2 0.2 2.4 0.2 10.2 Avg Speed (mph) 11 21 10 11 20 14 31 28 6 26 22 25 Fuel Used (gal) 0.3 0.1 0.2 0.0 0.0 0.5 5.9 0.2 0.1 1.9 0.1 9.3 Fuel Eff. (mpg) 24.2 35.3 24.4 27.0 36.8 22.5 25.0 28.6 22.0 32.8 54.1 27.0 HC Emissions (g) 2 2 1 0 0 3 84 4 0 24 1 121 CO Emissions (g) 53 37 28 3 4 197 3499 145 10 844 32 4853 NOx Emissions (g) 5 5 3 0 0 14 299 12 1 86 3 428 Vehicles Entered 50 26 35 4 9 54 738 32 19 816 71 1854 Vehicles Exited 49 26 35 4 9 53 736 32 19 816 71 1850 Hourly Exit Rate 49 26 35 4 9 53 736 32 19 816 71 1850 Input Volume 51 27 40 3 9 50 729 29 21 806 69 1834 % of Volume 96 96 88 133 100 106 101 110 90 101 103 101 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0 Density (ft/veh)863 Occupancy (veh) 1 0 0 0 0 1 5 0 0 2 0 10 SimTraffic Performance Report 05/10/2023 Existing AM SimTraffic Report Page 7 5: France Ave & Parklawn Ave Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 1.5 0.1 0.1 0.0 0.0 0.0 Total Delay (hr) 0.3 0.2 0.1 0.5 0.2 0.1 0.7 1.7 0.1 0.8 1.8 0.1 Total Del/Veh (s) 26.0 27.5 5.3 26.6 31.5 4.8 30.8 8.7 2.5 27.3 9.2 5.5 Stop Delay (hr) 0.3 0.2 0.1 0.4 0.2 0.1 0.6 1.0 0.1 0.7 1.1 0.1 Stop Del/Veh (s) 24.2 25.2 4.6 24.7 28.5 5.1 27.3 5.0 2.1 23.9 5.5 3.8 Total Stops 41 24 68 56 20 75 74 239 36 95 242 31 Stop/Veh 0.87 0.86 0.87 0.88 0.95 0.86 0.87 0.34 0.38 0.87 0.34 0.44 Travel Dist (mi) 6.0 3.6 10.1 4.0 1.4 5.6 30.8 252.0 34.7 21.1 137.2 13.7 Travel Time (hr) 0.6 0.4 0.6 0.6 0.2 0.4 1.6 8.1 1.0 1.5 5.3 0.5 Avg Speed (mph) 10 10 18 6 6 15 20 31 33 14 26 26 Fuel Used (gal) 0.2 0.1 0.3 0.2 0.1 0.1 0.9 6.9 0.9 0.8 4.7 0.4 Fuel Eff. (mpg) 25.2 25.5 34.5 20.1 21.6 44.3 33.7 36.7 38.8 25.9 29.4 30.7 HC Emissions (g) 1 2 2 1 0 1 8 79 13 5 62 8 CO Emissions (g) 24 39 53 30 5 18 227 2242 343 278 2300 282 NOx Emissions (g) 3 5 8 3 0 2 31 311 48 20 221 25 Vehicles Entered 47 28 78 63 21 87 85 689 94 107 698 70 Vehicles Exited 45 28 78 62 21 86 84 692 94 108 696 69 Hourly Exit Rate 45 28 78 62 21 86 84 692 94 108 696 69 Input Volume 50 25 78 64 24 81 86 677 89 109 694 70 % of Volume 90 112 100 97 88 106 98 102 106 99 100 99 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0 Density (ft/veh) Occupancy (veh) 1 0 1 1 0 0 2 8 1 1 5 1 SimTraffic Performance Report 05/10/2023 Existing AM SimTraffic Report Page 8 5: France Ave & Parklawn Ave Performance by movement Movement All Denied Delay (hr) 0.1 Denied Del/Veh (s) 0.1 Total Delay (hr) 6.7 Total Del/Veh (s) 11.5 Stop Delay (hr) 4.9 Stop Del/Veh (s) 8.4 Total Stops 1001 Stop/Veh 0.48 Travel Dist (mi) 520.2 Travel Time (hr) 20.8 Avg Speed (mph) 25 Fuel Used (gal) 15.7 Fuel Eff. (mpg) 33.2 HC Emissions (g) 182 CO Emissions (g) 5839 NOx Emissions (g) 678 Vehicles Entered 2067 Vehicles Exited 2063 Hourly Exit Rate 2063 Input Volume 2047 % of Volume 101 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 800 Occupancy (veh) 21 SimTraffic Performance Report 05/10/2023 Existing AM SimTraffic Report Page 9 Total Network Performance Denied Delay (hr) 0.4 Denied Del/Veh (s) 0.6 Total Delay (hr) 15.7 Total Del/Veh (s) 22.1 Stop Delay (hr) 10.0 Stop Del/Veh (s) 14.0 Total Stops 2184 Stop/Veh 0.85 Travel Dist (mi) 2146.7 Travel Time (hr) 76.8 Avg Speed (mph) 28 Fuel Used (gal) 71.2 Fuel Eff. (mpg) 30.1 HC Emissions (g) 892 CO Emissions (g) 30275 NOx Emissions (g) 3236 Vehicles Entered 2486 Vehicles Exited 2480 Hourly Exit Rate 2480 Input Volume 12725 % of Volume 19 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 645 Occupancy (veh) 76 Queuing and Blocking Report 05/10/2023 Existing AM SimTraffic Report Page 10 Intersection: 1: France Ave & Hazelton Rd Movement EB EB WB WB WB NB NB NB NB NB SB SB Directions Served L TR L T R L T T T R L T Maximum Queue (ft) 30 40 78 36 59 64 106 124 113 63 115 96 Average Queue (ft) 3 8 35 5 25 12 46 57 50 22 54 38 95th Queue (ft) 16 31 69 23 49 40 85 105 103 54 100 86 Link Distance (ft) 817 1108 385 385 385 1451 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 80 130 130 170 300 300 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 1: France Ave & Hazelton Rd Movement SB SB Directions Served T TR Maximum Queue (ft) 80 49 Average Queue (ft) 17 11 95th Queue (ft) 53 35 Link Distance (ft) 1451 1451 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 2: France Ave & W 72nd St Movement EB NB Directions Served R L Maximum Queue (ft) 75 45 Average Queue (ft) 34 12 95th Queue (ft) 57 37 Link Distance (ft) 1411 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 220 Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 05/10/2023 Existing AM SimTraffic Report Page 11 Intersection: 3: France Ave & Business Access Movement WB Directions Served R Maximum Queue (ft) 30 Average Queue (ft) 7 95th Queue (ft) 24 Link Distance (ft) 344 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 4: France Ave & Gallagher Dr Movement EB EB WB WB NB NB NB NB SB SB SB SB Directions Served L TR L TR L T T TR L T T TR Maximum Queue (ft) 90 55 74 39 85 72 91 88 46 93 82 92 Average Queue (ft) 36 18 27 10 37 25 32 36 16 40 35 34 95th Queue (ft) 73 46 59 33 72 60 75 79 41 78 73 71 Link Distance (ft) 834 678 967 967 967 343 343 343 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 140 120 270 240 Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 05/10/2023 Existing AM SimTraffic Report Page 12 Intersection: 5: France Ave & Parklawn Ave Movement EB EB EB WB WB WB NB NB NB NB NB SB Directions Served L T R L T R L T T T R L Maximum Queue (ft) 80 78 62 90 38 74 112 143 132 94 54 136 Average Queue (ft) 33 22 34 36 13 22 51 68 47 36 18 59 95th Queue (ft) 66 59 58 73 35 48 100 121 96 75 43 107 Link Distance (ft) 632 277 277 1925 1925 1925 1925 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 100 80 320 400 Storage Blk Time (%) 0 0 1 Queuing Penalty (veh) 0 0 0 Intersection: 5: France Ave & Parklawn Ave Movement SB SB SB Directions Served T T TR Maximum Queue (ft) 102 120 129 Average Queue (ft) 46 60 52 95th Queue (ft) 87 108 104 Link Distance (ft) 967 967 967 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 1 SimTraffic Simulation Summary 05/10/2023 Existing PM SimTraffic Report Page 1 Summary of All Intervals Run Number 1 2 3 4 5 Avg Start Time 6:57 6:57 6:57 6:57 6:57 6:57 End Time 8:00 8:00 8:00 8:00 8:00 8:00 Total Time (min) 63 63 63 63 63 63 Time Recorded (min) 60 60 60 60 60 60 # of Intervals 2 2 2 2 2 2 # of Recorded Intervals 1 1 1 1 1 1 Vehs Entered 3843 3875 3772 3786 3884 3831 Vehs Exited 3839 3862 3728 3776 3869 3814 Starting Vehs 121 139 93 124 116 118 Ending Vehs 125 152 137 134 131 133 Denied Entry Before 1 2 0 1 0 0 Denied Entry After 1 0 1 0 1 0 Travel Distance (mi) 3226 3273 3167 3190 3230 3217 Travel Time (hr) 128.6 129.8 123.3 126.3 128.7 127.3 Total Delay (hr) 37.3 37.4 34.3 35.8 36.9 36.4 Total Stops 4344 4333 4028 4162 4253 4224 Fuel Used (gal) 114.8 116.5 111.7 113.4 114.2 114.1 Interval #0 Information Seeding Start Time 6:57 End Time 7:00 Total Time (min) 3 Volumes adjusted by Growth Factors. No data recorded this interval. Interval #1 Information Recording Start Time 7:00 End Time 8:00 Total Time (min) 60 Volumes adjusted by Growth Factors. Run Number 1 2 3 4 5 Avg Vehs Entered 3843 3875 3772 3786 3884 3831 Vehs Exited 3839 3862 3728 3776 3869 3814 Starting Vehs 121 139 93 124 116 118 Ending Vehs 125 152 137 134 131 133 Denied Entry Before 1 2 0 1 0 0 Denied Entry After 1 0 1 0 1 0 Travel Distance (mi) 3226 3273 3167 3190 3230 3217 Travel Time (hr) 128.6 129.8 123.3 126.3 128.7 127.3 Total Delay (hr) 37.3 37.4 34.3 35.8 36.9 36.4 Total Stops 4344 4333 4028 4162 4253 4224 Fuel Used (gal) 114.8 116.5 111.7 113.4 114.2 114.1 SimTraffic Performance Report 05/10/2023 Existing PM SimTraffic Report Page 2 1: France Ave & Hazelton Rd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.0 0.0 0.0 0.1 0.0 0.2 0.0 0.0 0.0 0.1 0.1 0.0 Denied Del/Veh (s) 4.0 0.1 0.2 3.0 0.6 3.0 0.0 0.0 0.0 2.1 0.2 0.1 Total Delay (hr) 0.1 0.1 0.0 1.1 0.1 0.5 0.1 5.0 0.2 1.5 1.5 0.0 Total Del/Veh (s) 29.4 23.8 6.3 29.3 26.5 9.8 33.4 14.4 5.0 29.7 5.6 2.7 Stop Delay (hr) 0.1 0.1 0.0 1.0 0.1 0.5 0.1 3.4 0.1 1.3 0.7 0.0 Stop Del/Veh (s) 27.7 20.8 6.0 26.1 22.9 8.8 30.9 9.7 3.8 25.7 2.4 2.1 Total Stops 14 11 7 113 12 151 12 661 62 149 225 1 Stop/Veh 0.93 0.79 0.78 0.86 0.86 0.78 0.92 0.53 0.54 0.85 0.23 0.33 Travel Dist (mi) 2.3 2.1 1.4 27.4 2.9 40.4 1.0 101.7 9.4 48.0 273.4 0.8 Travel Time (hr) 0.2 0.2 0.1 2.2 0.2 2.2 0.2 7.6 0.5 2.9 8.5 0.0 Avg Speed (mph) 11 13 20 13 14 20 7 13 18 17 32 31 Fuel Used (gal) 0.1 0.1 0.0 1.1 0.1 1.3 0.0 3.4 0.2 1.6 7.6 0.0 Fuel Eff. (mpg) 27.0 28.7 35.2 25.9 28.9 31.7 22.5 29.7 39.6 30.7 36.1 39.4 HC Emissions (g) 0 0 0 11 0 12 0 28 2 13 90 0 CO Emissions (g) 7 9 6 267 14 301 7 901 95 446 2771 4 NOx Emissions (g) 1 1 1 32 1 35 0 98 7 47 344 1 Vehicles Entered 15 13 9 130 14 191 13 1255 114 174 986 3 Vehicles Exited 15 14 9 129 14 191 12 1254 114 172 987 3 Hourly Exit Rate 15 14 9 129 14 191 12 1254 114 172 987 3 Input Volume 14 14 11 137 15 183 11 1246 116 181 981 4 % of Volume 107 100 82 94 93 104 109 101 98 95 101 75 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0 Density (ft/veh) Occupancy (veh) 0 0 0 2 0 2 0 8 1 3 8 0 SimTraffic Performance Report 05/10/2023 Existing PM SimTraffic Report Page 3 1: France Ave & Hazelton Rd Performance by movement Movement All Denied Delay (hr) 0.4 Denied Del/Veh (s) 0.5 Total Delay (hr) 10.2 Total Del/Veh (s) 12.6 Stop Delay (hr) 7.3 Stop Del/Veh (s) 8.9 Total Stops 1418 Stop/Veh 0.48 Travel Dist (mi) 511.0 Travel Time (hr) 24.8 Avg Speed (mph) 21 Fuel Used (gal) 15.5 Fuel Eff. (mpg) 33.0 HC Emissions (g) 158 CO Emissions (g) 4826 NOx Emissions (g) 568 Vehicles Entered 2917 Vehicles Exited 2914 Hourly Exit Rate 2914 Input Volume 2913 % of Volume 100 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 528 Occupancy (veh) 24 SimTraffic Performance Report 05/10/2023 Existing PM SimTraffic Report Page 4 2: France Ave & W 72nd St Performance by movement Movement EBR NBL NBT SBT SBR All Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.1 0.0 0.0 0.0 0.0 0.0 Total Delay (hr) 0.1 0.1 0.2 0.5 0.0 0.8 Total Del/Veh (s) 4.6 6.2 0.4 1.5 1.1 1.1 Stop Delay (hr) 0.1 0.1 0.0 0.0 0.0 0.2 Stop Del/Veh (s) 4.1 4.5 0.0 0.1 0.1 0.2 Total Stops 56 40 1 0 1 98 Stop/Veh 1.00 0.62 0.00 0.00 0.05 0.04 Travel Dist (mi) 15.0 2.6 55.7 96.5 1.8 171.6 Travel Time (hr) 0.6 0.2 1.7 3.1 0.1 5.7 Avg Speed (mph) 24 11 33 31 23 30 Fuel Used (gal) 0.4 0.1 1.7 4.9 0.1 7.1 Fuel Eff. (mpg) 37.0 32.2 32.5 19.7 30.1 24.0 HC Emissions (g) 4 0 24 73 0 102 CO Emissions (g) 81 13 887 3385 26 4392 NOx Emissions (g) 11 2 83 256 2 354 Vehicles Entered 56 64 1384 1106 21 2631 Vehicles Exited 56 63 1383 1111 21 2634 Hourly Exit Rate 56 63 1383 1111 21 2634 Input Volume 58 67 1374 1108 22 2629 % of Volume 97 94 101 100 95 100 Denied Entry Before 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 Density (ft/veh)631 Occupancy (veh) 1 0 2 3 0 6 SimTraffic Performance Report 05/10/2023 Existing PM SimTraffic Report Page 5 3: France Ave & Business Access Performance by movement Movement WBR NBT NBR SBT All Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.1 0.0 0.0 0.0 0.0 Total Delay (hr) 0.1 0.7 0.1 0.1 0.9 Total Del/Veh (s) 3.9 1.9 2.0 0.3 1.3 Stop Delay (hr) 0.1 0.0 0.0 0.0 0.1 Stop Del/Veh (s) 3.3 0.1 0.1 0.0 0.2 Total Stops 44 0 0 0 44 Stop/Veh 0.47 0.00 0.00 0.00 0.02 Travel Dist (mi) 6.3 105.9 7.7 46.9 166.8 Travel Time (hr) 0.4 3.6 0.4 1.3 5.7 Avg Speed (mph) 16 30 21 35 29 Fuel Used (gal) 0.2 5.7 0.3 1.4 7.7 Fuel Eff. (mpg) 35.3 18.5 24.9 32.5 21.8 HC Emissions (g) 1 82 4 21 108 CO Emissions (g) 42 3898 158 701 4799 NOx Emissions (g) 4 294 16 74 388 Vehicles Entered 94 1358 98 1165 2715 Vehicles Exited 94 1359 99 1165 2717 Hourly Exit Rate 94 1359 99 1165 2717 Input Volume 95 1350 96 1165 2706 % of Volume 99 101 103 100 100 Denied Entry Before 0 0 0 0 0 Denied Entry After 0 0 0 0 0 Density (ft/veh)450 Occupancy (veh) 0 4 0 1 6 SimTraffic Performance Report 05/10/2023 Existing PM SimTraffic Report Page 6 4: France Ave & Gallagher Dr Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.1 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 3.9 0.4 0.3 3.8 0.3 0.4 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (hr) 0.6 0.0 0.1 0.7 0.1 0.2 0.2 4.3 0.3 0.7 1.1 0.1 Total Del/Veh (s) 28.7 25.7 5.6 27.7 25.1 9.7 28.9 11.7 10.8 32.2 4.0 2.2 Stop Delay (hr) 0.6 0.0 0.1 0.6 0.1 0.2 0.2 2.1 0.1 0.7 0.6 0.0 Stop Del/Veh (s) 26.3 20.4 5.0 24.9 21.4 8.5 24.6 5.8 5.9 30.1 2.2 1.6 Total Stops 67 1 41 77 12 63 29 424 35 78 185 22 Stop/Veh 0.87 1.00 0.80 0.83 0.80 0.80 0.97 0.32 0.41 0.95 0.19 0.23 Travel Dist (mi) 12.1 0.2 7.9 11.8 1.9 10.1 5.9 259.5 17.0 6.1 74.8 7.1 Travel Time (hr) 1.1 0.0 0.4 1.2 0.2 0.6 0.4 11.1 0.8 1.0 3.0 0.3 Avg Speed (mph) 11 15 21 10 11 17 14 23 21 6 25 21 Fuel Used (gal) 0.5 0.0 0.2 0.5 0.1 0.3 0.3 11.5 0.7 0.3 2.3 0.1 Fuel Eff. (mpg) 23.6 30.0 35.1 21.4 25.2 30.0 22.4 22.6 25.7 21.0 33.1 55.2 HC Emissions (g) 4 0 2 5 0 5 4 152 11 2 27 1 CO Emissions (g) 108 1 53 156 15 124 135 6503 412 69 929 33 NOx Emissions (g) 11 0 6 15 1 13 12 546 37 6 99 3 Vehicles Entered 77 1 50 92 15 78 30 1301 85 82 988 94 Vehicles Exited 75 1 50 91 15 78 29 1303 85 81 988 94 Hourly Exit Rate 75 1 50 91 15 78 29 1303 85 81 988 94 Input Volume 79 2 47 88 14 75 30 1292 87 93 981 91 % of Volume 95 50 106 103 107 104 97 101 98 87 101 103 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0 Density (ft/veh) Occupancy (veh) 1 0 0 1 0 1 0 11 1 1 3 0 SimTraffic Performance Report 05/10/2023 Existing PM SimTraffic Report Page 7 4: France Ave & Gallagher Dr Performance by movement Movement All Denied Delay (hr) 0.2 Denied Del/Veh (s) 0.2 Total Delay (hr) 8.4 Total Del/Veh (s) 10.4 Stop Delay (hr) 5.4 Stop Del/Veh (s) 6.6 Total Stops 1034 Stop/Veh 0.36 Travel Dist (mi) 414.3 Travel Time (hr) 20.2 Avg Speed (mph) 21 Fuel Used (gal) 16.8 Fuel Eff. (mpg) 24.7 HC Emissions (g) 214 CO Emissions (g) 8539 NOx Emissions (g) 750 Vehicles Entered 2893 Vehicles Exited 2890 Hourly Exit Rate 2890 Input Volume 2879 % of Volume 100 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 434 Occupancy (veh) 20 SimTraffic Performance Report 05/10/2023 Existing PM SimTraffic Report Page 8 5: France Ave & Parklawn Ave Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 1.5 0.1 0.1 0.0 0.0 0.0 Total Delay (hr) 0.6 0.2 0.2 0.6 0.4 0.3 0.8 4.7 0.0 1.2 3.3 0.1 Total Del/Veh (s) 26.0 30.4 7.4 25.9 29.1 8.7 34.4 13.8 2.9 27.0 12.6 8.0 Stop Delay (hr) 0.5 0.2 0.2 0.6 0.3 0.3 0.7 2.7 0.0 1.0 2.1 0.1 Stop Del/Veh (s) 23.9 28.1 6.6 23.7 26.1 8.7 30.1 8.1 2.6 23.0 8.0 5.3 Total Stops 67 21 102 74 38 115 76 555 25 136 403 18 Stop/Veh 0.87 0.88 0.84 0.84 0.83 0.85 0.88 0.46 0.47 0.88 0.43 0.46 Travel Dist (mi) 9.9 3.1 15.6 5.6 2.9 8.8 31.2 438.9 19.0 30.1 185.2 7.6 Travel Time (hr) 1.0 0.3 0.9 0.9 0.5 0.7 1.7 15.8 0.6 2.1 8.1 0.3 Avg Speed (mph) 10 9 17 6 6 12 19 28 33 14 23 23 Fuel Used (gal) 0.4 0.1 0.5 0.3 0.1 0.2 1.0 12.0 0.5 1.2 6.7 0.3 Fuel Eff. (mpg) 24.5 24.5 33.0 19.9 21.4 38.4 32.8 36.6 38.3 25.7 27.5 28.4 HC Emissions (g) 3 0 3 2 1 1 5 128 8 10 89 4 CO Emissions (g) 62 10 71 46 23 33 184 3696 206 456 3429 163 NOx Emissions (g) 8 1 10 5 2 4 22 494 28 36 308 14 Vehicles Entered 76 24 121 87 46 136 85 1200 52 153 939 38 Vehicles Exited 77 24 120 88 45 136 84 1204 52 150 935 38 Hourly Exit Rate 77 24 120 88 45 136 84 1204 52 150 935 38 Input Volume 77 23 126 97 49 129 88 1203 52 157 918 42 % of Volume 100 104 95 91 92 105 95 100 100 96 102 90 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0 Density (ft/veh) Occupancy (veh) 1 0 1 1 0 1 2 16 1 2 8 0 SimTraffic Performance Report 05/10/2023 Existing PM SimTraffic Report Page 9 5: France Ave & Parklawn Ave Performance by movement Movement All Denied Delay (hr) 0.1 Denied Del/Veh (s) 0.1 Total Delay (hr) 12.4 Total Del/Veh (s) 15.0 Stop Delay (hr) 8.8 Stop Del/Veh (s) 10.6 Total Stops 1630 Stop/Veh 0.55 Travel Dist (mi) 758.1 Travel Time (hr) 33.0 Avg Speed (mph) 23 Fuel Used (gal) 23.3 Fuel Eff. (mpg) 32.6 HC Emissions (g) 254 CO Emissions (g) 8380 NOx Emissions (g) 933 Vehicles Entered 2957 Vehicles Exited 2953 Hourly Exit Rate 2953 Input Volume 2961 % of Volume 100 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 505 Occupancy (veh) 33 SimTraffic Performance Report 05/10/2023 Existing PM SimTraffic Report Page 10 Total Network Performance Denied Delay (hr) 0.8 Denied Del/Veh (s) 0.7 Total Delay (hr) 35.6 Total Del/Veh (s) 32.5 Stop Delay (hr) 22.0 Stop Del/Veh (s) 20.0 Total Stops 4224 Stop/Veh 1.07 Travel Dist (mi) 3217.2 Travel Time (hr) 127.3 Avg Speed (mph) 25 Fuel Used (gal) 114.1 Fuel Eff. (mpg) 28.2 HC Emissions (g) 1372 CO Emissions (g) 49725 NOx Emissions (g) 4960 Vehicles Entered 3831 Vehicles Exited 3814 Hourly Exit Rate 3814 Input Volume 19273 % of Volume 20 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 389 Occupancy (veh) 127 Queuing and Blocking Report 05/10/2023 Existing PM SimTraffic Report Page 11 Intersection: 1: France Ave & Hazelton Rd Movement EB EB WB WB WB NB NB NB NB NB SB SB Directions Served L TR L T R L T T T R L T Maximum Queue (ft) 42 57 142 36 111 43 168 201 206 77 181 150 Average Queue (ft) 12 17 70 10 51 13 108 129 134 33 84 68 95th Queue (ft) 37 48 125 31 93 37 159 185 192 63 145 124 Link Distance (ft) 817 1108 385 385 385 1451 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 80 130 130 170 300 300 Storage Blk Time (%) 0 1 0 0 Queuing Penalty (veh) 0 2 0 0 Intersection: 1: France Ave & Hazelton Rd Movement SB SB Directions Served T TR Maximum Queue (ft) 116 94 Average Queue (ft) 37 25 95th Queue (ft) 84 65 Link Distance (ft) 1451 1451 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 2: France Ave & W 72nd St Movement EB NB SB Directions Served R L TR Maximum Queue (ft) 62 61 24 Average Queue (ft) 26 26 1 95th Queue (ft) 50 55 10 Link Distance (ft) 1411 385 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 220 Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 05/10/2023 Existing PM SimTraffic Report Page 12 Intersection: 3: France Ave & Business Access Movement WB Directions Served R Maximum Queue (ft) 67 Average Queue (ft) 21 95th Queue (ft) 46 Link Distance (ft) 344 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 4: France Ave & Gallagher Dr Movement EB EB WB WB NB NB NB NB SB SB SB SB Directions Served L TR L TR L T T TR L T T TR Maximum Queue (ft) 100 59 121 117 80 152 164 196 127 99 108 103 Average Queue (ft) 49 26 53 43 25 74 88 110 54 47 48 42 95th Queue (ft) 91 53 97 85 62 131 146 186 101 85 89 84 Link Distance (ft) 834 678 967 967 967 343 343 343 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 140 120 270 240 Storage Blk Time (%) 1 0 Queuing Penalty (veh) 0 0 Queuing and Blocking Report 05/10/2023 Existing PM SimTraffic Report Page 13 Intersection: 5: France Ave & Parklawn Ave Movement EB EB EB WB WB WB NB NB NB NB NB SB Directions Served L T R L T R L T T T R L Maximum Queue (ft) 95 57 104 93 102 102 119 181 174 183 50 166 Average Queue (ft) 45 21 44 45 26 37 52 117 105 92 13 83 95th Queue (ft) 83 51 76 86 72 75 95 169 164 156 36 144 Link Distance (ft) 632 277 277 1925 1925 1925 1925 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 100 80 320 400 Storage Blk Time (%) 0 0 2 1 Queuing Penalty (veh) 1 0 1 1 Intersection: 5: France Ave & Parklawn Ave Movement SB SB SB Directions Served T T TR Maximum Queue (ft) 128 141 158 Average Queue (ft) 68 85 86 95th Queue (ft) 115 133 137 Link Distance (ft) 967 967 967 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 6 SimTraffic Simulation Summary 05/10/2023 2025 No-Build AM SimTraffic Report Page 1 Summary of All Intervals Run Number 1 2 3 4 5 Avg Start Time 6:57 6:57 6:57 6:57 6:57 6:57 End Time 8:00 8:00 8:00 8:00 8:00 8:00 Total Time (min) 63 63 63 63 63 63 Time Recorded (min) 60 60 60 60 60 60 # of Intervals 2 2 2 2 2 2 # of Recorded Intervals 1 1 1 1 1 1 Vehs Entered 2482 2550 2553 2457 2471 2502 Vehs Exited 2483 2517 2540 2436 2469 2490 Starting Vehs 66 74 71 63 78 63 Ending Vehs 65 107 84 84 80 85 Denied Entry Before 0 2 0 0 0 0 Denied Entry After 0 1 0 0 0 0 Travel Distance (mi) 2130 2188 2196 2106 2128 2149 Travel Time (hr) 75.9 77.8 78.9 76.2 76.7 77.1 Total Delay (hr) 15.6 16.0 16.4 16.5 16.2 16.1 Total Stops 2189 2132 2257 2190 2172 2185 Fuel Used (gal) 70.3 72.5 72.9 69.9 70.2 71.2 Interval #0 Information Seeding Start Time 6:57 End Time 7:00 Total Time (min) 3 Volumes adjusted by Growth Factors. No data recorded this interval. Interval #1 Information Recording Start Time 7:00 End Time 8:00 Total Time (min) 60 Volumes adjusted by Growth Factors. Run Number 1 2 3 4 5 Avg Vehs Entered 2482 2550 2553 2457 2471 2502 Vehs Exited 2483 2517 2540 2436 2469 2490 Starting Vehs 66 74 71 63 78 63 Ending Vehs 65 107 84 84 80 85 Denied Entry Before 0 2 0 0 0 0 Denied Entry After 0 1 0 0 0 0 Travel Distance (mi) 2130 2188 2196 2106 2128 2149 Travel Time (hr) 75.9 77.8 78.9 76.2 76.7 77.1 Total Delay (hr) 15.6 16.0 16.4 16.5 16.2 16.1 Total Stops 2189 2132 2257 2190 2172 2185 Fuel Used (gal) 70.3 72.5 72.9 69.9 70.2 71.2 SimTraffic Performance Report 05/10/2023 2025 No-Build AM SimTraffic Report Page 2 1: France Ave & Hazelton Rd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.0 0.0 0.0 0.1 0.0 0.1 0.0 0.0 0.0 0.1 0.0 0.0 Denied Del/Veh (s) 4.8 0.2 0.1 3.2 0.5 3.1 0.0 0.0 0.0 2.3 0.2 0.1 Total Delay (hr) 0.0 0.0 0.0 0.5 0.1 0.1 0.2 1.3 0.1 0.9 0.6 0.0 Total Del/Veh (s) 23.0 24.4 3.9 31.0 29.8 5.3 37.4 6.9 2.7 28.4 3.0 0.9 Stop Delay (hr) 0.0 0.0 0.0 0.5 0.1 0.1 0.2 0.8 0.0 0.8 0.2 0.0 Stop Del/Veh (s) 21.1 21.6 3.7 28.8 26.3 5.0 35.4 4.1 2.3 25.5 1.0 0.6 Total Stops 3 5 2 55 6 72 16 236 29 96 99 0 Stop/Veh 1.00 0.83 1.00 0.92 0.86 0.87 0.94 0.34 0.38 0.85 0.13 0.00 Travel Dist (mi) 0.5 0.8 0.3 12.5 1.6 17.5 1.4 56.8 6.3 30.9 211.0 1.1 Travel Time (hr) 0.0 0.1 0.0 1.0 0.1 0.9 0.2 2.8 0.3 1.8 6.0 0.0 Avg Speed (mph) 14 12 21 13 14 22 6 21 21 17 35 32 Fuel Used (gal) 0.0 0.0 0.0 0.5 0.1 0.5 0.1 1.6 0.1 1.0 5.8 0.0 Fuel Eff. (mpg) 31.3 29.9 37.8 26.8 29.5 33.5 22.2 35.1 47.0 31.1 36.7 41.3 HC Emissions (g) 0 0 0 2 0 8 0 18 1 9 59 0 CO Emissions (g) 1 2 1 66 6 160 7 559 56 293 1886 4 NOx Emissions (g) 0 0 0 7 1 21 1 64 4 34 248 1 Vehicles Entered 3 5 2 59 7 83 17 683 76 112 761 4 Vehicles Exited 3 6 2 58 7 83 17 687 76 111 762 4 Hourly Exit Rate 3 6 2 58 7 83 17 687 76 111 762 4 Input Volume 4 8 1 62 7 79 15 691 82 109 765 5 % of Volume 75 75 200 94 100 105 113 99 93 102 100 80 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0 Density (ft/veh) Occupancy (veh) 0 0 0 1 0 1 0 3 0 2 6 0 SimTraffic Performance Report 05/10/2023 2025 No-Build AM SimTraffic Report Page 3 1: France Ave & Hazelton Rd Performance by movement Movement All Denied Delay (hr) 0.2 Denied Del/Veh (s) 0.5 Total Delay (hr) 3.8 Total Del/Veh (s) 7.6 Stop Delay (hr) 2.7 Stop Del/Veh (s) 5.4 Total Stops 619 Stop/Veh 0.34 Travel Dist (mi) 340.8 Travel Time (hr) 13.3 Avg Speed (mph) 26 Fuel Used (gal) 9.7 Fuel Eff. (mpg) 35.2 HC Emissions (g) 99 CO Emissions (g) 3040 NOx Emissions (g) 381 Vehicles Entered 1812 Vehicles Exited 1816 Hourly Exit Rate 1816 Input Volume 1828 % of Volume 99 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 986 Occupancy (veh) 13 SimTraffic Performance Report 05/10/2023 2025 No-Build AM SimTraffic Report Page 4 2: France Ave & W 72nd St Performance by movement Movement EBR NBL NBT SBT SBR All Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.1 0.0 0.0 0.0 0.0 0.0 Total Delay (hr) 0.1 0.0 0.0 0.2 0.0 0.4 Total Del/Veh (s) 4.5 5.2 0.2 1.0 0.6 0.9 Stop Delay (hr) 0.1 0.0 0.0 0.0 0.0 0.1 Stop Del/Veh (s) 3.8 3.7 0.0 0.1 0.1 0.3 Total Stops 93 15 0 0 0 108 Stop/Veh 0.98 0.60 0.00 0.00 0.00 0.06 Travel Dist (mi) 25.0 1.0 31.3 70.3 1.4 129.0 Travel Time (hr) 1.0 0.1 0.9 2.1 0.1 4.1 Avg Speed (mph) 24 12 35 34 25 31 Fuel Used (gal) 0.7 0.0 0.9 2.9 0.0 4.6 Fuel Eff. (mpg) 35.9 37.8 33.6 24.2 39.5 28.1 HC Emissions (g) 5 0 12 38 0 56 CO Emissions (g) 119 6 374 1713 14 2225 NOx Emissions (g) 15 1 46 140 1 202 Vehicles Entered 94 25 779 806 16 1720 Vehicles Exited 93 25 778 808 16 1720 Hourly Exit Rate 93 25 778 808 16 1720 Input Volume 96 25 790 814 14 1739 % of Volume 97 100 98 99 114 99 Denied Entry Before 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 Density (ft/veh)871 Occupancy (veh) 1 0 1 2 0 4 SimTraffic Performance Report 05/10/2023 2025 No-Build AM SimTraffic Report Page 5 3: France Ave & Business Access Performance by movement Movement WBR NBT NBR SBT All Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.1 0.0 0.0 0.0 0.0 Total Delay (hr) 0.0 0.2 0.0 0.1 0.3 Total Del/Veh (s) 1.7 1.0 0.9 0.2 0.6 Stop Delay (hr) 0.0 0.0 0.0 0.0 0.1 Stop Del/Veh (s) 1.4 0.1 0.1 0.0 0.1 Total Stops 16 0 0 0 16 Stop/Veh 0.30 0.00 0.00 0.00 0.01 Travel Dist (mi) 3.6 58.7 3.3 36.1 101.7 Travel Time (hr) 0.2 1.8 0.1 1.1 3.2 Avg Speed (mph) 19 33 23 33 32 Fuel Used (gal) 0.1 2.5 0.1 1.2 3.9 Fuel Eff. (mpg) 42.3 23.3 33.5 29.5 25.9 HC Emissions (g) 1 33 1 15 50 CO Emissions (g) 18 1534 47 556 2154 NOx Emissions (g) 2 122 4 56 184 Vehicles Entered 54 749 42 901 1746 Vehicles Exited 54 748 43 901 1746 Hourly Exit Rate 54 748 43 901 1746 Input Volume 56 758 44 910 1768 % of Volume 96 99 98 99 99 Denied Entry Before 0 0 0 0 0 Denied Entry After 0 0 0 0 0 Density (ft/veh)805 Occupancy (veh) 0 2 0 1 3 SimTraffic Performance Report 05/10/2023 2025 No-Build AM SimTraffic Report Page 6 4: France Ave & Gallagher Dr Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 4.1 0.4 0.2 4.1 0.1 0.2 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (hr) 0.5 0.0 0.0 0.3 0.0 0.0 0.4 0.9 0.0 0.2 0.8 0.0 Total Del/Veh (s) 30.9 14.6 5.4 28.0 18.9 5.3 28.5 4.6 3.6 32.4 3.5 1.5 Stop Delay (hr) 0.4 0.0 0.0 0.3 0.0 0.0 0.3 0.3 0.0 0.2 0.4 0.0 Stop Del/Veh (s) 28.7 11.9 4.9 26.0 16.7 5.1 24.9 1.6 1.6 30.9 1.8 1.1 Total Stops 48 0 26 35 2 6 43 114 8 17 139 13 Stop/Veh 0.91 0.00 0.84 0.85 0.67 0.86 0.91 0.15 0.24 0.94 0.17 0.18 Travel Dist (mi) 8.3 0.1 4.9 5.2 0.4 0.9 9.2 146.1 6.6 1.4 61.3 5.4 Travel Time (hr) 0.8 0.0 0.2 0.6 0.0 0.0 0.7 4.8 0.2 0.2 2.3 0.2 Avg Speed (mph) 11 15 21 10 13 20 14 30 27 7 26 22 Fuel Used (gal) 0.3 0.0 0.1 0.2 0.0 0.0 0.4 5.8 0.2 0.1 1.9 0.1 Fuel Eff. (mpg) 24.4 28.0 35.8 23.8 25.8 36.7 22.7 25.1 27.5 22.7 32.8 54.2 HC Emissions (g) 1 0 2 3 0 0 3 80 5 0 20 1 CO Emissions (g) 51 1 41 58 3 3 173 3374 172 10 793 31 NOx Emissions (g) 5 0 5 7 0 0 13 289 15 1 75 2 Vehicles Entered 52 1 31 41 3 7 46 735 33 18 812 71 Vehicles Exited 53 1 30 41 3 7 46 732 33 18 811 71 Hourly Exit Rate 53 1 30 41 3 7 46 732 33 18 811 71 Input Volume 52 1 27 41 3 9 51 741 29 21 819 70 % of Volume 102 100 111 100 100 78 90 99 114 86 99 101 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0 Density (ft/veh) Occupancy (veh) 1 0 0 1 0 0 1 5 0 0 2 0 SimTraffic Performance Report 05/10/2023 2025 No-Build AM SimTraffic Report Page 7 4: France Ave & Gallagher Dr Performance by movement Movement All Denied Delay (hr) 0.1 Denied Del/Veh (s) 0.2 Total Delay (hr) 3.2 Total Del/Veh (s) 6.2 Stop Delay (hr) 2.1 Stop Del/Veh (s) 4.0 Total Stops 451 Stop/Veh 0.24 Travel Dist (mi) 249.6 Travel Time (hr) 10.2 Avg Speed (mph) 25 Fuel Used (gal) 9.2 Fuel Eff. (mpg) 27.1 HC Emissions (g) 115 CO Emissions (g) 4709 NOx Emissions (g) 413 Vehicles Entered 1850 Vehicles Exited 1846 Hourly Exit Rate 1846 Input Volume 1864 % of Volume 99 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 862 Occupancy (veh) 10 SimTraffic Performance Report 05/10/2023 2025 No-Build AM SimTraffic Report Page 8 5: France Ave & Parklawn Ave Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 1.5 0.1 0.1 0.0 0.0 0.0 Total Delay (hr) 0.4 0.2 0.1 0.5 0.2 0.1 0.7 1.6 0.1 0.8 1.8 0.1 Total Del/Veh (s) 25.4 31.1 5.5 27.8 28.7 4.2 32.3 8.6 2.6 26.5 9.2 5.6 Stop Delay (hr) 0.3 0.2 0.1 0.5 0.2 0.1 0.7 1.0 0.1 0.7 1.1 0.1 Stop Del/Veh (s) 23.5 28.9 5.0 25.8 25.9 4.5 28.9 5.0 2.1 22.8 5.5 3.6 Total Stops 44 19 67 59 21 66 73 235 37 94 245 31 Stop/Veh 0.85 0.90 0.88 0.86 0.81 0.85 0.89 0.34 0.41 0.86 0.35 0.40 Travel Dist (mi) 6.7 2.8 9.9 4.3 1.7 5.1 29.6 249.9 33.2 21.1 136.9 15.2 Travel Time (hr) 0.6 0.3 0.6 0.7 0.3 0.3 1.6 8.0 1.0 1.4 5.3 0.6 Avg Speed (mph) 10 9 18 6 6 15 19 31 33 15 26 25 Fuel Used (gal) 0.3 0.1 0.3 0.2 0.1 0.1 0.9 6.8 0.8 0.8 4.7 0.5 Fuel Eff. (mpg) 25.0 25.0 34.3 19.6 21.4 45.7 33.2 36.6 39.6 25.8 29.4 31.1 HC Emissions (g) 1 0 2 1 0 1 10 79 9 6 56 5 CO Emissions (g) 34 12 43 33 7 16 266 2237 273 303 2219 232 NOx Emissions (g) 4 1 6 4 1 2 37 309 37 24 205 18 Vehicles Entered 51 21 76 68 26 78 81 685 91 108 697 77 Vehicles Exited 51 21 76 67 25 78 81 685 91 108 698 77 Hourly Exit Rate 51 21 76 67 25 78 81 685 91 108 698 77 Input Volume 51 25 79 65 24 82 87 688 90 111 705 71 % of Volume 100 84 96 103 104 95 93 100 101 97 99 108 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0 Density (ft/veh) Occupancy (veh) 1 0 1 1 0 0 2 8 1 1 5 1 SimTraffic Performance Report 05/10/2023 2025 No-Build AM SimTraffic Report Page 9 5: France Ave & Parklawn Ave Performance by movement Movement All Denied Delay (hr) 0.1 Denied Del/Veh (s) 0.1 Total Delay (hr) 6.7 Total Del/Veh (s) 11.5 Stop Delay (hr) 4.9 Stop Del/Veh (s) 8.5 Total Stops 991 Stop/Veh 0.48 Travel Dist (mi) 516.4 Travel Time (hr) 20.8 Avg Speed (mph) 25 Fuel Used (gal) 15.6 Fuel Eff. (mpg) 33.1 HC Emissions (g) 170 CO Emissions (g) 5675 NOx Emissions (g) 647 Vehicles Entered 2059 Vehicles Exited 2058 Hourly Exit Rate 2058 Input Volume 2078 % of Volume 99 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 802 Occupancy (veh) 21 SimTraffic Performance Report 05/10/2023 2025 No-Build AM SimTraffic Report Page 10 Total Network Performance Denied Delay (hr) 0.4 Denied Del/Veh (s) 0.6 Total Delay (hr) 15.7 Total Del/Veh (s) 22.0 Stop Delay (hr) 10.0 Stop Del/Veh (s) 14.0 Total Stops 2185 Stop/Veh 0.85 Travel Dist (mi) 2149.4 Travel Time (hr) 77.1 Avg Speed (mph) 28 Fuel Used (gal) 71.2 Fuel Eff. (mpg) 30.2 HC Emissions (g) 826 CO Emissions (g) 29153 NOx Emissions (g) 3064 Vehicles Entered 2502 Vehicles Exited 2490 Hourly Exit Rate 2490 Input Volume 12922 % of Volume 19 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 642 Occupancy (veh) 77 Queuing and Blocking Report 05/10/2023 2025 No-Build AM SimTraffic Report Page 11 Intersection: 1: France Ave & Hazelton Rd Movement EB EB WB WB WB NB NB NB NB NB SB SB Directions Served L TR L T R L T T T R L T Maximum Queue (ft) 30 36 93 40 63 50 100 114 118 64 141 90 Average Queue (ft) 3 6 38 5 26 16 50 59 52 19 60 34 95th Queue (ft) 17 27 77 23 53 41 89 104 103 50 112 74 Link Distance (ft) 817 1108 385 385 385 1451 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 80 130 130 170 300 300 Storage Blk Time (%) 0 Queuing Penalty (veh) 0 Intersection: 1: France Ave & Hazelton Rd Movement SB SB Directions Served T TR Maximum Queue (ft) 64 49 Average Queue (ft) 16 11 95th Queue (ft) 45 34 Link Distance (ft) 1451 1451 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 2: France Ave & W 72nd St Movement EB NB SB Directions Served R L TR Maximum Queue (ft) 76 55 8 Average Queue (ft) 35 14 0 95th Queue (ft) 59 42 5 Link Distance (ft) 1411 385 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 220 Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 05/10/2023 2025 No-Build AM SimTraffic Report Page 12 Intersection: 3: France Ave & Business Access Movement WB Directions Served R Maximum Queue (ft) 48 Average Queue (ft) 10 95th Queue (ft) 33 Link Distance (ft) 344 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 4: France Ave & Gallagher Dr Movement EB EB WB WB NB NB NB NB SB SB SB SB Directions Served L TR L TR L T T TR L T T TR Maximum Queue (ft) 90 64 80 35 80 68 88 106 54 93 89 92 Average Queue (ft) 39 20 30 7 34 27 32 33 15 38 32 34 95th Queue (ft) 73 50 65 28 73 58 71 79 41 77 74 74 Link Distance (ft) 834 678 967 967 967 343 343 343 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 140 120 270 240 Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 05/10/2023 2025 No-Build AM SimTraffic Report Page 13 Intersection: 5: France Ave & Parklawn Ave Movement EB EB EB WB WB WB NB NB NB NB NB SB Directions Served L T R L T R L T T T R L Maximum Queue (ft) 85 58 63 94 48 66 117 126 129 85 57 122 Average Queue (ft) 35 18 33 38 14 20 52 65 44 33 19 58 95th Queue (ft) 73 50 57 76 38 43 92 109 90 74 46 106 Link Distance (ft) 632 277 277 1925 1925 1925 1925 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 100 80 320 400 Storage Blk Time (%) 0 1 0 Queuing Penalty (veh) 0 0 0 Intersection: 5: France Ave & Parklawn Ave Movement SB SB SB Directions Served T T TR Maximum Queue (ft) 104 126 127 Average Queue (ft) 48 60 56 95th Queue (ft) 90 110 107 Link Distance (ft) 967 967 967 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 1 SimTraffic Simulation Summary 05/10/2023 2025 No-Build PM SimTraffic Report Page 1 Summary of All Intervals Run Number 1 2 3 4 5 Avg Start Time 6:57 6:57 6:57 6:57 6:57 6:57 End Time 8:00 8:00 8:00 8:00 8:00 8:00 Total Time (min) 63 63 63 63 63 63 Time Recorded (min) 60 60 60 60 60 60 # of Intervals 2 2 2 2 2 2 # of Recorded Intervals 1 1 1 1 1 1 Vehs Entered 3935 3914 3845 3827 3863 3878 Vehs Exited 3901 3900 3841 3830 3823 3858 Starting Vehs 117 91 120 127 105 106 Ending Vehs 151 105 124 124 145 126 Denied Entry Before 1 3 1 1 0 0 Denied Entry After 1 0 0 0 0 0 Travel Distance (mi) 3304 3282 3233 3228 3245 3258 Travel Time (hr) 133.2 131.9 130.7 129.3 127.6 130.5 Total Delay (hr) 39.7 39.0 39.2 37.8 35.8 38.3 Total Stops 4484 4401 4388 4358 4149 4360 Fuel Used (gal) 118.4 118.3 115.0 114.7 114.3 116.1 Interval #0 Information Seeding Start Time 6:57 End Time 7:00 Total Time (min) 3 Volumes adjusted by Growth Factors. No data recorded this interval. Interval #1 Information Recording Start Time 7:00 End Time 8:00 Total Time (min) 60 Volumes adjusted by Growth Factors. Run Number 1 2 3 4 5 Avg Vehs Entered 3935 3914 3845 3827 3863 3878 Vehs Exited 3901 3900 3841 3830 3823 3858 Starting Vehs 117 91 120 127 105 106 Ending Vehs 151 105 124 124 145 126 Denied Entry Before 1 3 1 1 0 0 Denied Entry After 1 0 0 0 0 0 Travel Distance (mi) 3304 3282 3233 3228 3245 3258 Travel Time (hr) 133.2 131.9 130.7 129.3 127.6 130.5 Total Delay (hr) 39.7 39.0 39.2 37.8 35.8 38.3 Total Stops 4484 4401 4388 4358 4149 4360 Fuel Used (gal) 118.4 118.3 115.0 114.7 114.3 116.1 SimTraffic Performance Report 05/10/2023 2025 No-Build PM SimTraffic Report Page 2 1: France Ave & Hazelton Rd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.0 0.0 0.0 0.1 0.0 0.2 0.0 0.0 0.0 0.1 0.1 0.0 Denied Del/Veh (s) 4.0 0.1 0.2 3.0 0.6 3.1 0.0 0.0 0.0 2.1 0.2 0.1 Total Delay (hr) 0.1 0.1 0.0 1.2 0.1 0.5 0.1 5.3 0.2 1.6 1.5 0.0 Total Del/Veh (s) 28.6 25.0 6.2 30.5 23.8 8.9 34.8 14.9 5.1 30.0 5.3 1.4 Stop Delay (hr) 0.1 0.1 0.0 1.1 0.1 0.4 0.1 3.6 0.1 1.4 0.6 0.0 Stop Del/Veh (s) 26.5 22.1 5.5 27.4 20.3 8.0 32.5 10.3 3.9 25.7 2.2 0.9 Total Stops 15 9 11 127 10 140 9 676 67 164 213 1 Stop/Veh 0.88 0.82 0.92 0.88 0.77 0.77 1.00 0.53 0.58 0.85 0.21 0.20 Travel Dist (mi) 2.6 1.7 1.9 30.1 2.7 37.9 0.7 102.5 9.6 52.6 274.2 1.3 Travel Time (hr) 0.2 0.1 0.1 2.4 0.2 2.0 0.1 7.9 0.5 3.2 8.5 0.0 Avg Speed (mph) 11 13 20 13 15 20 6 13 18 17 33 32 Fuel Used (gal) 0.1 0.1 0.1 1.2 0.1 1.2 0.0 3.5 0.2 1.7 7.7 0.0 Fuel Eff. (mpg) 25.1 29.9 32.8 25.6 29.3 31.7 21.6 29.5 40.2 30.5 35.8 38.0 HC Emissions (g) 0 0 0 8 0 11 0 26 2 15 101 0 CO Emissions (g) 14 7 9 224 15 283 4 838 99 499 2994 8 NOx Emissions (g) 1 1 1 25 1 33 0 93 7 56 376 1 Vehicles Entered 17 11 12 143 13 179 9 1265 116 190 990 5 Vehicles Exited 17 11 12 143 13 181 9 1266 115 189 990 5 Hourly Exit Rate 17 11 12 143 13 181 9 1266 115 189 990 5 Input Volume 14 14 11 139 15 186 11 1266 118 184 997 4 % of Volume 121 79 109 103 87 97 82 100 97 103 99 125 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0 Density (ft/veh) Occupancy (veh) 0 0 0 2 0 2 0 8 1 3 8 0 SimTraffic Performance Report 05/10/2023 2025 No-Build PM SimTraffic Report Page 3 1: France Ave & Hazelton Rd Performance by movement Movement All Denied Delay (hr) 0.5 Denied Del/Veh (s) 0.6 Total Delay (hr) 10.6 Total Del/Veh (s) 12.9 Stop Delay (hr) 7.6 Stop Del/Veh (s) 9.3 Total Stops 1442 Stop/Veh 0.49 Travel Dist (mi) 517.9 Travel Time (hr) 25.4 Avg Speed (mph) 21 Fuel Used (gal) 15.9 Fuel Eff. (mpg) 32.7 HC Emissions (g) 166 CO Emissions (g) 4996 NOx Emissions (g) 595 Vehicles Entered 2950 Vehicles Exited 2951 Hourly Exit Rate 2951 Input Volume 2959 % of Volume 100 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 516 Occupancy (veh) 25 SimTraffic Performance Report 05/10/2023 2025 No-Build PM SimTraffic Report Page 4 2: France Ave & W 72nd St Performance by movement Movement EBR NBL NBT SBT SBR All Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.1 0.0 0.0 0.0 0.0 0.0 Total Delay (hr) 0.1 0.1 0.2 0.5 0.0 0.8 Total Del/Veh (s) 5.0 6.7 0.4 1.4 1.0 1.1 Stop Delay (hr) 0.1 0.1 0.0 0.0 0.0 0.2 Stop Del/Veh (s) 4.5 5.1 0.0 0.1 0.1 0.3 Total Stops 59 43 0 0 0 102 Stop/Veh 1.00 0.67 0.00 0.00 0.00 0.04 Travel Dist (mi) 15.8 2.6 56.0 98.0 1.9 174.2 Travel Time (hr) 0.7 0.2 1.7 3.1 0.1 5.8 Avg Speed (mph) 24 11 33 31 23 30 Fuel Used (gal) 0.4 0.1 1.7 4.9 0.1 7.2 Fuel Eff. (mpg) 36.5 32.2 32.6 19.8 29.5 24.1 HC Emissions (g) 5 0 23 76 0 104 CO Emissions (g) 87 14 851 3461 31 4444 NOx Emissions (g) 13 2 80 263 2 359 Vehicles Entered 59 64 1392 1123 22 2660 Vehicles Exited 59 63 1390 1123 22 2657 Hourly Exit Rate 59 63 1390 1123 22 2657 Input Volume 59 68 1396 1125 22 2670 % of Volume 100 93 100 100 100 100 Denied Entry Before 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 Density (ft/veh)622 Occupancy (veh) 1 0 2 3 0 6 SimTraffic Performance Report 05/10/2023 2025 No-Build PM SimTraffic Report Page 5 3: France Ave & Business Access Performance by movement Movement WBR NBT NBR SBT All Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.2 0.0 0.0 0.0 0.0 Total Delay (hr) 0.1 0.7 0.1 0.1 1.0 Total Del/Veh (s) 4.4 1.9 1.9 0.3 1.3 Stop Delay (hr) 0.1 0.0 0.0 0.0 0.2 Stop Del/Veh (s) 3.8 0.1 0.1 0.0 0.2 Total Stops 40 0 0 1 41 Stop/Veh 0.43 0.00 0.00 0.00 0.01 Travel Dist (mi) 6.2 106.7 7.8 47.7 168.4 Travel Time (hr) 0.4 3.6 0.4 1.4 5.7 Avg Speed (mph) 15 30 21 35 29 Fuel Used (gal) 0.2 5.8 0.3 1.4 7.8 Fuel Eff. (mpg) 33.8 18.3 25.3 32.9 21.7 HC Emissions (g) 2 81 4 23 109 CO Emissions (g) 49 3940 149 730 4869 NOx Emissions (g) 5 292 14 79 390 Vehicles Entered 93 1370 100 1183 2746 Vehicles Exited 93 1368 99 1183 2743 Hourly Exit Rate 93 1368 99 1183 2743 Input Volume 97 1371 98 1185 2751 % of Volume 96 100 101 100 100 Denied Entry Before 0 0 0 0 0 Denied Entry After 0 0 0 0 0 Density (ft/veh)444 Occupancy (veh) 0 4 0 1 6 SimTraffic Performance Report 05/10/2023 2025 No-Build PM SimTraffic Report Page 6 4: France Ave & Gallagher Dr Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.1 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 3.9 0.5 0.3 3.8 0.2 0.4 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (hr) 0.7 0.0 0.1 0.7 0.1 0.2 0.2 4.6 0.3 0.8 1.1 0.1 Total Del/Veh (s) 29.4 33.9 5.8 27.7 26.9 9.4 28.6 12.5 10.9 31.3 4.1 2.0 Stop Delay (hr) 0.6 0.0 0.1 0.6 0.1 0.2 0.2 2.4 0.1 0.7 0.6 0.0 Stop Del/Veh (s) 27.0 30.5 5.0 25.0 23.5 8.2 23.8 6.4 6.1 29.0 2.2 1.4 Total Stops 69 3 40 78 12 56 30 449 40 85 182 21 Stop/Veh 0.86 1.00 0.80 0.86 0.80 0.80 0.97 0.34 0.45 0.91 0.18 0.23 Travel Dist (mi) 12.4 0.5 7.8 11.7 1.9 8.9 6.2 264.2 17.4 7.0 75.7 7.0 Travel Time (hr) 1.2 0.0 0.4 1.2 0.2 0.5 0.4 11.6 0.8 1.1 3.0 0.3 Avg Speed (mph) 11 12 21 10 11 17 14 23 21 7 25 21 Fuel Used (gal) 0.5 0.0 0.2 0.5 0.1 0.3 0.3 11.8 0.7 0.3 2.4 0.1 Fuel Eff. (mpg) 23.7 24.6 34.8 21.5 25.0 31.2 21.1 22.4 25.3 21.5 32.1 57.2 HC Emissions (g) 3 0 2 6 0 4 5 145 9 2 30 2 CO Emissions (g) 107 4 58 166 16 103 163 6492 376 72 1048 39 NOx Emissions (g) 11 0 7 16 1 11 15 535 33 6 107 4 Vehicles Entered 79 3 50 91 15 69 31 1326 87 92 999 92 Vehicles Exited 77 3 49 89 15 69 30 1323 87 91 1000 92 Hourly Exit Rate 77 3 49 89 15 69 30 1323 87 91 1000 92 Input Volume 80 2 48 89 14 76 31 1313 88 95 997 93 % of Volume 96 150 102 100 107 91 97 101 99 96 100 99 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0 Density (ft/veh) Occupancy (veh) 1 0 0 1 0 1 0 12 1 1 3 0 SimTraffic Performance Report 05/10/2023 2025 No-Build PM SimTraffic Report Page 7 4: France Ave & Gallagher Dr Performance by movement Movement All Denied Delay (hr) 0.2 Denied Del/Veh (s) 0.2 Total Delay (hr) 8.9 Total Del/Veh (s) 10.9 Stop Delay (hr) 5.7 Stop Del/Veh (s) 6.9 Total Stops 1065 Stop/Veh 0.36 Travel Dist (mi) 420.6 Travel Time (hr) 20.8 Avg Speed (mph) 20 Fuel Used (gal) 17.2 Fuel Eff. (mpg) 24.4 HC Emissions (g) 209 CO Emissions (g) 8643 NOx Emissions (g) 746 Vehicles Entered 2934 Vehicles Exited 2925 Hourly Exit Rate 2925 Input Volume 2926 % of Volume 100 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 421 Occupancy (veh) 21 SimTraffic Performance Report 05/10/2023 2025 No-Build PM SimTraffic Report Page 8 5: France Ave & Parklawn Ave Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 1.6 0.1 0.1 0.0 0.0 0.0 Total Delay (hr) 0.7 0.3 0.3 0.7 0.4 0.3 0.8 5.2 0.0 1.4 3.3 0.1 Total Del/Veh (s) 28.4 33.6 7.5 26.8 30.3 8.1 34.2 15.1 3.4 28.7 13.0 8.8 Stop Delay (hr) 0.6 0.2 0.2 0.6 0.3 0.3 0.7 3.2 0.0 1.2 2.1 0.1 Stop Del/Veh (s) 26.2 30.8 6.6 24.7 27.2 8.3 30.0 9.2 3.0 24.4 8.3 6.3 Total Stops 74 25 107 76 38 111 76 598 27 149 405 24 Stop/Veh 0.88 0.93 0.87 0.85 0.83 0.85 0.90 0.48 0.53 0.86 0.44 0.50 Travel Dist (mi) 10.8 3.5 15.9 5.6 3.0 8.4 30.2 449.1 18.4 33.7 181.4 9.5 Travel Time (hr) 1.1 0.4 1.0 0.9 0.5 0.7 1.7 16.6 0.6 2.4 8.1 0.4 Avg Speed (mph) 10 9 17 6 6 12 19 27 33 14 22 23 Fuel Used (gal) 0.5 0.1 0.5 0.3 0.1 0.2 0.9 12.4 0.5 1.4 6.6 0.3 Fuel Eff. (mpg) 23.7 23.5 32.6 19.8 20.8 39.0 32.7 36.2 39.4 24.7 27.4 27.8 HC Emissions (g) 2 0 3 1 1 1 7 124 9 18 86 8 CO Emissions (g) 58 12 67 42 17 28 236 3674 222 638 3315 264 NOx Emissions (g) 8 1 10 5 2 3 28 489 32 56 296 24 Vehicles Entered 83 27 123 88 46 130 83 1227 50 172 919 48 Vehicles Exited 82 27 123 88 46 130 83 1232 50 169 917 48 Hourly Exit Rate 82 27 123 88 46 130 83 1232 50 169 917 48 Input Volume 78 23 128 99 50 131 89 1222 53 160 932 43 % of Volume 105 117 96 89 92 99 93 101 94 106 98 112 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0 Density (ft/veh) Occupancy (veh) 1 0 1 1 0 1 2 17 1 2 8 0 SimTraffic Performance Report 05/10/2023 2025 No-Build PM SimTraffic Report Page 9 5: France Ave & Parklawn Ave Performance by movement Movement All Denied Delay (hr) 0.1 Denied Del/Veh (s) 0.1 Total Delay (hr) 13.4 Total Del/Veh (s) 16.0 Stop Delay (hr) 9.6 Stop Del/Veh (s) 11.5 Total Stops 1710 Stop/Veh 0.57 Travel Dist (mi) 769.5 Travel Time (hr) 34.3 Avg Speed (mph) 23 Fuel Used (gal) 23.8 Fuel Eff. (mpg) 32.3 HC Emissions (g) 261 CO Emissions (g) 8575 NOx Emissions (g) 953 Vehicles Entered 2996 Vehicles Exited 2995 Hourly Exit Rate 2995 Input Volume 3008 % of Volume 100 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 485 Occupancy (veh) 34 SimTraffic Performance Report 05/10/2023 2025 No-Build PM SimTraffic Report Page 10 Total Network Performance Denied Delay (hr) 0.8 Denied Del/Veh (s) 0.7 Total Delay (hr) 37.5 Total Del/Veh (s) 33.9 Stop Delay (hr) 23.5 Stop Del/Veh (s) 21.2 Total Stops 4360 Stop/Veh 1.09 Travel Dist (mi) 3258.4 Travel Time (hr) 130.5 Avg Speed (mph) 25 Fuel Used (gal) 116.1 Fuel Eff. (mpg) 28.1 HC Emissions (g) 1400 CO Emissions (g) 50601 NOx Emissions (g) 5055 Vehicles Entered 3878 Vehicles Exited 3858 Hourly Exit Rate 3858 Input Volume 19585 % of Volume 20 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 379 Occupancy (veh) 130 Queuing and Blocking Report 05/10/2023 2025 No-Build PM SimTraffic Report Page 11 Intersection: 1: France Ave & Hazelton Rd Movement EB EB WB WB WB NB NB NB NB NB SB SB Directions Served L TR L T R L T T T R L T Maximum Queue (ft) 43 52 144 95 117 71 206 225 246 72 188 155 Average Queue (ft) 14 16 78 10 47 10 115 132 137 35 94 65 95th Queue (ft) 41 44 127 49 89 44 176 192 206 65 157 124 Link Distance (ft) 817 1108 385 385 385 1451 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 80 130 130 170 300 300 Storage Blk Time (%) 0 1 0 1 Queuing Penalty (veh) 0 3 0 0 Intersection: 1: France Ave & Hazelton Rd Movement SB SB Directions Served T TR Maximum Queue (ft) 101 72 Average Queue (ft) 39 23 95th Queue (ft) 84 57 Link Distance (ft) 1451 1451 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 2: France Ave & W 72nd St Movement EB NB SB Directions Served R L TR Maximum Queue (ft) 62 63 4 Average Queue (ft) 30 28 0 95th Queue (ft) 50 57 3 Link Distance (ft) 1411 385 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 220 Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 05/10/2023 2025 No-Build PM SimTraffic Report Page 12 Intersection: 3: France Ave & Business Access Movement WB Directions Served R Maximum Queue (ft) 57 Average Queue (ft) 21 95th Queue (ft) 48 Link Distance (ft) 344 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 4: France Ave & Gallagher Dr Movement EB EB WB WB NB NB NB NB SB SB SB SB Directions Served L TR L TR L T T TR L T T TR Maximum Queue (ft) 114 76 108 99 75 166 179 235 123 96 91 98 Average Queue (ft) 49 26 55 40 25 77 93 121 58 46 45 40 95th Queue (ft) 91 58 97 75 57 139 157 197 106 86 80 82 Link Distance (ft) 834 678 967 967 967 343 343 343 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 140 120 270 240 Storage Blk Time (%) 0 0 0 Queuing Penalty (veh) 0 0 0 Queuing and Blocking Report 05/10/2023 2025 No-Build PM SimTraffic Report Page 13 Intersection: 5: France Ave & Parklawn Ave Movement EB EB EB WB WB WB NB NB NB NB NB SB Directions Served L T R L T R L T T T R L Maximum Queue (ft) 106 79 77 104 152 85 116 218 223 188 50 168 Average Queue (ft) 53 23 43 45 29 34 53 124 110 97 13 92 95th Queue (ft) 98 61 70 87 86 65 95 189 181 162 36 150 Link Distance (ft) 632 277 277 1925 1925 1925 1925 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 100 80 320 400 Storage Blk Time (%) 2 0 0 2 1 Queuing Penalty (veh) 3 0 0 1 1 Intersection: 5: France Ave & Parklawn Ave Movement SB SB SB Directions Served T T TR Maximum Queue (ft) 170 168 166 Average Queue (ft) 71 88 88 95th Queue (ft) 125 144 152 Link Distance (ft) 967 967 967 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 9 SimTraffic Simulation Summary 05/14/2024 2025 Build AM SimTraffic Report Page 1 Summary of All Intervals Run Number 1 2 3 4 5 Avg Start Time 6:57 6:57 6:57 6:57 6:57 6:57 End Time 8:00 8:00 8:00 8:00 8:00 8:00 Total Time (min) 63 63 63 63 63 63 Time Recorded (min) 60 60 60 60 60 60 # of Intervals 2 2 2 2 2 2 # of Recorded Intervals 1 1 1 1 1 1 Vehs Entered 2908 2973 2924 2910 2811 2906 Vehs Exited 2918 2962 2911 2904 2820 2903 Starting Vehs 90 94 79 84 93 89 Ending Vehs 80 105 92 90 84 93 Denied Entry Before 0 1 0 2 0 0 Denied Entry After 0 1 1 0 0 0 Travel Distance (mi) 2401 2465 2405 2425 2340 2407 Travel Time (hr) 93.0 95.3 92.9 94.0 89.8 93.0 Total Delay (hr) 22.8 23.2 22.5 23.0 21.4 22.6 Total Stops 3098 3021 3060 3065 2853 3018 Fuel Used (gal) 83.3 85.3 83.2 84.4 80.5 83.3 Interval #0 Information Seeding Start Time 6:57 End Time 7:00 Total Time (min) 3 Volumes adjusted by Growth Factors. No data recorded this interval. Interval #1 Information Recording Start Time 7:00 End Time 8:00 Total Time (min) 60 Volumes adjusted by Growth Factors. Run Number 1 2 3 4 5 Avg Vehs Entered 2908 2973 2924 2910 2811 2906 Vehs Exited 2918 2962 2911 2904 2820 2903 Starting Vehs 90 94 79 84 93 89 Ending Vehs 80 105 92 90 84 93 Denied Entry Before 0 1 0 2 0 0 Denied Entry After 0 1 1 0 0 0 Travel Distance (mi) 2401 2465 2405 2425 2340 2407 Travel Time (hr) 93.0 95.3 92.9 94.0 89.8 93.0 Total Delay (hr) 22.8 23.2 22.5 23.0 21.4 22.6 Total Stops 3098 3021 3060 3065 2853 3018 Fuel Used (gal) 83.3 85.3 83.2 84.4 80.5 83.3 SimTraffic Performance Report 05/14/2024 2025 Build AM SimTraffic Report Page 2 1: France Ave & Hazelton Rd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.0 0.0 0.0 0.1 0.0 0.1 0.0 0.0 0.0 0.1 0.0 0.0 Denied Del/Veh (s) 5.0 0.1 0.1 2.9 0.3 2.9 0.0 0.0 0.0 2.3 0.2 0.2 Total Delay (hr) 0.0 0.1 0.0 0.5 0.0 0.1 0.1 1.8 0.1 0.8 0.9 0.0 Total Del/Veh (s) 25.8 28.0 5.4 25.3 23.4 5.7 27.9 8.4 3.4 26.5 3.8 1.0 Stop Delay (hr) 0.0 0.1 0.0 0.5 0.0 0.1 0.1 1.2 0.1 0.7 0.3 0.0 Stop Del/Veh (s) 24.0 26.0 4.8 23.2 20.8 5.5 26.2 5.4 2.7 23.4 1.4 0.6 Total Stops 2 6 1 71 6 63 13 318 50 95 137 1 Stop/Veh 1.00 0.86 1.00 0.91 0.86 0.85 0.93 0.40 0.48 0.86 0.17 0.20 Travel Dist (mi) 0.4 1.1 0.2 16.3 1.4 15.6 1.1 66.0 8.6 29.6 225.9 1.5 Travel Time (hr) 0.0 0.1 0.0 1.3 0.1 0.9 0.1 3.5 0.4 1.7 6.6 0.0 Avg Speed (mph) 12 11 19 13 14 19 8 19 20 18 34 34 Fuel Used (gal) 0.0 0.0 0.0 0.6 0.1 0.5 0.0 2.0 0.2 0.9 6.2 0.0 Fuel Eff. (mpg) 27.7 26.0 37.8 26.7 28.2 32.7 24.1 32.2 42.0 32.0 36.5 41.6 HC Emissions (g) 0 0 0 5 0 4 0 19 2 6 69 0 CO Emissions (g) 1 4 1 117 5 100 12 723 96 238 2115 10 NOx Emissions (g) 0 0 0 15 1 14 1 69 6 26 275 1 Vehicles Entered 2 7 1 77 7 74 14 792 103 107 815 5 Vehicles Exited 2 7 1 77 7 74 14 792 104 106 813 5 Hourly Exit Rate 2 7 1 77 7 74 14 792 104 106 813 5 Input Volume 4 8 1 75 7 79 15 775 98 109 835 5 % of Volume 50 88 100 103 100 94 93 102 106 97 97 100 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0 Density (ft/veh) Occupancy (veh) 0 0 0 1 0 1 0 4 0 2 7 0 SimTraffic Performance Report 05/14/2024 2025 Build AM SimTraffic Report Page 3 1: France Ave & Hazelton Rd Performance by movement Movement All Denied Delay (hr) 0.2 Denied Del/Veh (s) 0.4 Total Delay (hr) 4.5 Total Del/Veh (s) 8.1 Stop Delay (hr) 3.1 Stop Del/Veh (s) 5.6 Total Stops 763 Stop/Veh 0.38 Travel Dist (mi) 367.6 Travel Time (hr) 14.9 Avg Speed (mph) 25 Fuel Used (gal) 10.6 Fuel Eff. (mpg) 34.5 HC Emissions (g) 106 CO Emissions (g) 3421 NOx Emissions (g) 407 Vehicles Entered 2004 Vehicles Exited 2002 Hourly Exit Rate 2002 Input Volume 2011 % of Volume 100 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 877 Occupancy (veh) 15 SimTraffic Performance Report 05/14/2024 2025 Build AM SimTraffic Report Page 4 2: France Ave & W 72nd St Performance by movement Movement EBR NBL NBT SBT SBR All Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.1 0.0 0.0 0.0 0.0 0.0 Total Delay (hr) 0.1 0.0 0.1 0.3 0.0 0.5 Total Del/Veh (s) 4.9 5.2 0.2 1.2 0.5 1.0 Stop Delay (hr) 0.1 0.0 0.0 0.0 0.0 0.2 Stop Del/Veh (s) 4.3 3.6 0.0 0.1 0.1 0.3 Total Stops 96 16 0 0 0 112 Stop/Veh 0.99 0.59 0.00 0.00 0.00 0.06 Travel Dist (mi) 25.7 1.1 36.3 76.3 1.3 140.7 Travel Time (hr) 1.2 0.1 1.2 2.3 0.0 4.9 Avg Speed (mph) 21 12 31 33 26 29 Fuel Used (gal) 0.8 0.0 1.4 3.4 0.0 5.7 Fuel Eff. (mpg) 34.1 32.5 25.1 22.4 41.3 24.8 HC Emissions (g) 3 0 18 48 0 70 CO Emissions (g) 89 7 742 2197 11 3046 NOx Emissions (g) 12 1 69 172 1 254 Vehicles Entered 96 27 908 878 15 1924 Vehicles Exited 96 27 909 878 15 1925 Hourly Exit Rate 96 27 909 878 15 1925 Input Volume 100 30 889 898 14 1931 % of Volume 96 90 102 98 107 100 Denied Entry Before 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 Density (ft/veh) 740 Occupancy (veh) 1 0 1 2 0 5 SimTraffic Performance Report 05/14/2024 2025 Build AM SimTraffic Report Page 5 3: France Ave & Business Access Performance by movement Movement WBR NBT NBR SBT All Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.2 0.0 0.0 0.0 0.0 Total Delay (hr) 0.1 0.5 0.1 0.1 0.7 Total Del/Veh (s) 2.5 2.1 2.1 0.3 1.2 Stop Delay (hr) 0.1 0.0 0.0 0.0 0.1 Stop Del/Veh (s) 1.6 0.1 0.1 0.0 0.2 Total Stops 40 0 0 0 40 Stop/Veh 0.25 0.00 0.00 0.00 0.02 Travel Dist (mi) 10.5 60.8 6.9 39.0 117.2 Travel Time (hr) 0.6 2.0 0.3 1.2 4.2 Avg Speed (mph) 18 30 21 33 28 Fuel Used (gal) 0.3 3.6 0.3 1.3 5.5 Fuel Eff. (mpg) 34.4 16.9 24.1 30.2 21.4 HC Emissions (g) 3 45 5 17 70 CO Emissions (g) 95 2538 169 630 3432 NOx Emissions (g) 10 169 16 62 256 Vehicles Entered 157 775 88 972 1992 Vehicles Exited 157 777 89 973 1996 Hourly Exit Rate 157 777 89 973 1996 Input Volume 155 763 86 997 2001 % of Volume 101 102 103 98 100 Denied Entry Before 0 0 0 0 0 Denied Entry After 0 0 0 0 0 Density (ft/veh) 614 Occupancy (veh) 1 2 0 1 4 SimTraffic Performance Report 05/14/2024 2025 Build AM SimTraffic Report Page 6 4: France Ave & Gallagher Dr Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 3.5 0.4 0.2 3.9 0.2 0.5 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (hr) 0.3 0.0 0.0 0.9 0.0 0.0 0.4 2.4 0.2 0.7 1.3 0.1 Total Del/Veh (s) 20.2 17.1 4.5 20.6 19.6 5.3 30.1 10.8 8.7 24.5 6.0 3.0 Stop Delay (hr) 0.3 0.0 0.0 0.8 0.0 0.0 0.4 1.2 0.1 0.6 0.8 0.0 Stop Del/Veh (s) 18.6 15.2 4.1 18.5 17.7 4.6 25.9 5.3 5.0 22.2 3.5 2.3 Total Stops 40 1 22 124 2 8 49 314 49 95 231 22 Stop/Veh 0.80 1.00 0.79 0.79 0.67 0.80 0.92 0.39 0.52 0.91 0.29 0.31 Travel Dist (mi) 7.7 0.2 4.4 19.8 0.4 1.2 10.3 160.5 18.8 7.8 60.4 5.3 Travel Time (hr) 0.6 0.0 0.2 1.9 0.0 0.1 0.8 6.7 0.8 1.0 2.9 0.3 Avg Speed (mph) 13 14 19 11 12 18 14 24 22 8 21 20 Fuel Used (gal) 0.3 0.0 0.1 0.8 0.0 0.0 0.5 6.6 0.7 0.3 1.9 0.1 Fuel Eff. (mpg) 26.8 28.2 34.6 23.4 26.1 33.9 21.2 24.2 26.9 24.3 32.2 51.1 HC Emissions (g) 1 0 2 5 0 0 5 82 12 2 20 1 CO Emissions (g) 30 1 30 145 2 5 239 3805 435 70 789 37 NOx Emissions (g) 3 0 4 17 0 1 18 292 39 5 72 3 Vehicles Entered 49 1 28 154 3 10 52 811 95 103 798 70 Vehicles Exited 49 1 28 155 3 10 51 804 94 103 796 70 Hourly Exit Rate 49 1 28 155 3 10 51 804 94 103 796 70 Input Volume 52 1 27 163 3 14 51 783 90 108 819 70 % of Volume 94 100 104 95 100 71 100 103 104 95 97 100 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0 Density (ft/veh) Occupancy (veh) 1 0 0 2 0 0 1 7 1 1 3 0 SimTraffic Performance Report 05/14/2024 2025 Build AM SimTraffic Report Page 7 4: France Ave & Gallagher Dr Performance by movement Movement All Denied Delay (hr) 0.2 Denied Del/Veh (s) 0.4 Total Delay (hr) 6.5 Total Del/Veh (s) 10.7 Stop Delay (hr) 4.3 Stop Del/Veh (s) 7.1 Total Stops 957 Stop/Veh 0.44 Travel Dist (mi) 296.8 Travel Time (hr) 15.3 Avg Speed (mph) 20 Fuel Used (gal) 11.4 Fuel Eff. (mpg) 26.0 HC Emissions (g) 129 CO Emissions (g) 5588 NOx Emissions (g) 454 Vehicles Entered 2174 Vehicles Exited 2164 Hourly Exit Rate 2164 Input Volume 2181 % of Volume 99 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 575 Occupancy (veh) 15 SimTraffic Performance Report 05/14/2024 2025 Build AM SimTraffic Report Page 8 5: France Ave & Parklawn Ave Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 1.5 0.1 0.1 0.0 0.0 0.0 Total Delay (hr) 0.5 0.2 0.1 0.4 0.2 0.2 0.7 2.2 0.1 1.2 2.1 0.1 Total Del/Veh (s) 27.2 29.6 6.3 25.1 28.3 5.5 30.9 10.2 3.1 31.8 9.8 6.0 Stop Delay (hr) 0.5 0.2 0.1 0.4 0.2 0.2 0.7 1.4 0.1 1.1 1.1 0.1 Stop Del/Veh (s) 25.3 27.1 5.7 23.3 25.3 5.7 27.4 6.2 2.6 27.5 5.3 3.4 Total Stops 60 22 63 51 21 96 77 302 36 121 266 31 Stop/Veh 0.87 0.88 0.85 0.84 0.81 0.88 0.90 0.38 0.41 0.86 0.35 0.37 Travel Dist (mi) 8.8 3.2 9.6 3.9 1.7 7.0 30.6 284.3 31.6 27.6 149.9 16.5 Travel Time (hr) 0.9 0.3 0.6 0.6 0.3 0.5 1.6 9.5 1.0 2.1 6.1 0.7 Avg Speed (mph) 10 9 17 7 6 14 19 30 33 13 25 24 Fuel Used (gal) 0.4 0.1 0.3 0.2 0.1 0.2 0.9 7.8 0.8 1.2 5.9 0.6 Fuel Eff. (mpg) 24.2 24.2 34.0 21.1 21.5 43.7 33.1 36.4 39.1 22.4 25.5 26.7 HC Emissions (g) 1 1 2 1 0 1 11 81 13 12 76 8 CO Emissions (g) 32 28 49 21 7 25 270 2404 342 568 3361 359 NOx Emissions (g) 4 4 7 2 1 3 37 323 47 42 265 26 Vehicles Entered 68 24 74 61 26 109 84 776 87 140 757 83 Vehicles Exited 67 24 74 61 26 108 84 781 86 140 762 84 Hourly Exit Rate 67 24 74 61 26 108 84 781 86 140 762 84 Input Volume 66 25 79 65 24 99 87 758 90 131 789 89 % of Volume 102 96 94 94 108 109 97 103 96 107 97 94 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0 Density (ft/veh) Occupancy (veh) 1 0 1 1 0 1 2 9 1 2 6 1 SimTraffic Performance Report 05/14/2024 2025 Build AM SimTraffic Report Page 9 5: France Ave & Parklawn Ave Performance by movement Movement All Denied Delay (hr) 0.1 Denied Del/Veh (s) 0.1 Total Delay (hr) 8.2 Total Del/Veh (s) 12.7 Stop Delay (hr) 5.9 Stop Del/Veh (s) 9.2 Total Stops 1146 Stop/Veh 0.49 Travel Dist (mi) 574.6 Travel Time (hr) 24.0 Avg Speed (mph) 24 Fuel Used (gal) 18.5 Fuel Eff. (mpg) 31.1 HC Emissions (g) 206 CO Emissions (g) 7466 NOx Emissions (g) 761 Vehicles Entered 2289 Vehicles Exited 2297 Hourly Exit Rate 2297 Input Volume 2302 % of Volume 100 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 693 Occupancy (veh) 24 SimTraffic Performance Report 05/14/2024 2025 Build AM SimTraffic Report Page 10 Total Network Performance Denied Delay (hr) 0.5 Denied Del/Veh (s) 0.7 Total Delay (hr) 22.0 Total Del/Veh (s) 26.5 Stop Delay (hr) 13.8 Stop Del/Veh (s) 16.6 Total Stops 3018 Stop/Veh 1.01 Travel Dist (mi) 2407.2 Travel Time (hr) 93.0 Avg Speed (mph) 26 Fuel Used (gal) 83.3 Fuel Eff. (mpg) 28.9 HC Emissions (g) 936 CO Emissions (g) 34976 NOx Emissions (g) 3472 Vehicles Entered 2906 Vehicles Exited 2903 Hourly Exit Rate 2903 Input Volume 14595 % of Volume 20 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 533 Occupancy (veh) 92 Queuing and Blocking Report 05/14/2024 2025 Build AM SimTraffic Report Page 11 Intersection: 1: France Ave & Hazelton Rd Movement EB EB WB WB WB NB NB NB NB NB SB SB Directions Served L TR L T R L T T T R L T Maximum Queue (ft) 30 43 108 24 63 54 126 136 152 76 107 109 Average Queue (ft) 3 8 43 5 23 12 55 68 74 27 54 44 95th Queue (ft) 16 31 89 20 48 38 105 123 133 58 97 97 Link Distance (ft) 817 1108 385 385 385 1451 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 80 130 130 170 300 300 Storage Blk Time (%) 0 Queuing Penalty (veh) 0 Intersection: 1: France Ave & Hazelton Rd Movement SB SB Directions Served T TR Maximum Queue (ft) 70 68 Average Queue (ft) 22 15 95th Queue (ft) 56 45 Link Distance (ft) 1451 1451 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 2: France Ave & W 72nd St Movement EB NB Directions Served R L Maximum Queue (ft) 66 56 Average Queue (ft) 36 14 95th Queue (ft) 59 43 Link Distance (ft) 1411 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 220 Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 05/14/2024 2025 Build AM SimTraffic Report Page 12 Intersection: 3: France Ave & Business Access Movement WB Directions Served R Maximum Queue (ft) 94 Average Queue (ft) 22 95th Queue (ft) 57 Link Distance (ft) 344 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 4: France Ave & Gallagher Dr Movement EB EB WB WB NB NB NB NB SB SB SB SB Directions Served L TR L TR L T T TR L T T TR Maximum Queue (ft) 84 52 130 66 76 140 148 182 133 110 108 100 Average Queue (ft) 31 18 69 12 35 57 65 84 58 54 50 47 95th Queue (ft) 67 46 112 51 68 115 130 154 102 94 91 88 Link Distance (ft) 834 678 967 967 967 343 343 343 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 140 120 270 240 Storage Blk Time (%) 0 1 Queuing Penalty (veh) 0 0 Queuing and Blocking Report 05/14/2024 2025 Build AM SimTraffic Report Page 13 Intersection: 5: France Ave & Parklawn Ave Movement EB EB EB WB WB WB NB NB NB NB NB SB Directions Served L T R L T R L T T T R L Maximum Queue (ft) 85 70 72 71 56 78 121 142 112 126 66 158 Average Queue (ft) 43 20 33 31 14 27 52 76 54 55 18 75 95th Queue (ft) 76 57 62 62 41 55 96 123 100 107 44 133 Link Distance (ft) 632 277 277 1925 1925 1925 1925 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 100 80 320 400 Storage Blk Time (%) 0 0 0 0 0 Queuing Penalty (veh) 0 0 0 0 0 Intersection: 5: France Ave & Parklawn Ave Movement SB SB SB Directions Served T T TR Maximum Queue (ft) 107 126 146 Average Queue (ft) 49 63 64 95th Queue (ft) 93 108 119 Link Distance (ft) 967 967 967 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 1 SimTraffic Simulation Summary 05/14/2024 2025 Build PM SimTraffic Report Page 1 Summary of All Intervals Run Number 1 2 3 4 5 Avg Start Time 6:57 6:57 6:57 6:57 6:57 6:57 End Time 8:00 8:00 8:00 8:00 8:00 8:00 Total Time (min) 63 63 63 63 63 63 Time Recorded (min) 60 60 60 60 60 60 # of Intervals 2 2 2 2 2 2 # of Recorded Intervals 1 1 1 1 1 1 Vehs Entered 4372 4304 4267 4251 4377 4316 Vehs Exited 4331 4285 4266 4257 4369 4302 Starting Vehs 140 136 142 147 142 139 Ending Vehs 181 155 143 141 150 152 Denied Entry Before 0 1 0 2 1 0 Denied Entry After 0 0 0 1 2 0 Travel Distance (mi) 3549 3520 3479 3486 3580 3523 Travel Time (hr) 148.5 149.4 145.3 147.0 152.0 148.4 Total Delay (hr) 45.4 47.2 44.3 45.8 47.5 46.0 Total Stops 5066 5187 4935 5057 5202 5089 Fuel Used (gal) 128.5 129.4 126.7 127.2 130.5 128.4 Interval #0 Information Seeding Start Time 6:57 End Time 7:00 Total Time (min) 3 Volumes adjusted by Growth Factors. No data recorded this interval. Interval #1 Information Recording Start Time 7:00 End Time 8:00 Total Time (min) 60 Volumes adjusted by Growth Factors. Run Number 1 2 3 4 5 Avg Vehs Entered 4372 4304 4267 4251 4377 4316 Vehs Exited 4331 4285 4266 4257 4369 4302 Starting Vehs 140 136 142 147 142 139 Ending Vehs 181 155 143 141 150 152 Denied Entry Before 0 1 0 2 1 0 Denied Entry After 0 0 0 1 2 0 Travel Distance (mi) 3549 3520 3479 3486 3580 3523 Travel Time (hr) 148.5 149.4 145.3 147.0 152.0 148.4 Total Delay (hr) 45.4 47.2 44.3 45.8 47.5 46.0 Total Stops 5066 5187 4935 5057 5202 5089 Fuel Used (gal) 128.5 129.4 126.7 127.2 130.5 128.4 SimTraffic Performance Report 05/14/2024 2025 Build PM SimTraffic Report Page 2 1: France Ave & Hazelton Rd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.0 0.0 0.0 0.1 0.0 0.1 0.0 0.0 0.0 0.1 0.1 0.0 Denied Del/Veh (s) 3.7 0.1 0.2 2.7 0.7 2.7 0.0 0.0 0.0 2.0 0.3 0.1 Total Delay (hr) 0.1 0.1 0.0 1.1 0.1 0.5 0.1 4.4 0.2 1.4 1.8 0.0 Total Del/Veh (s) 18.9 16.8 7.4 25.1 22.3 10.2 37.0 11.9 5.1 27.7 5.9 1.1 Stop Delay (hr) 0.1 0.1 0.0 1.0 0.1 0.5 0.1 2.7 0.1 1.2 0.7 0.0 Stop Del/Veh (s) 17.1 14.7 6.9 22.3 19.4 9.1 34.4 7.3 3.5 23.4 2.3 0.6 Total Stops 9 10 10 138 9 139 7 586 72 160 256 1 Stop/Veh 0.69 0.62 0.77 0.85 0.75 0.76 1.00 0.44 0.53 0.86 0.24 0.25 Travel Dist (mi) 1.9 2.4 2.0 33.5 2.5 38.5 0.6 108.0 11.3 50.9 298.5 1.0 Travel Time (hr) 0.2 0.2 0.1 2.6 0.2 2.3 0.1 7.2 0.6 3.0 9.4 0.0 Avg Speed (mph) 13 14 17 13 14 18 6 15 18 18 32 34 Fuel Used (gal) 0.1 0.1 0.1 1.3 0.1 1.3 0.0 3.7 0.3 1.6 8.4 0.0 Fuel Eff. (mpg) 25.8 28.7 31.8 25.9 29.3 30.1 22.0 29.5 37.8 31.1 35.5 39.6 HC Emissions (g) 0 0 0 9 0 9 0 32 3 15 100 0 CO Emissions (g) 8 10 7 233 10 237 4 1151 135 483 3174 5 NOx Emissions (g) 1 1 1 30 1 31 0 114 9 54 379 1 Vehicles Entered 13 16 13 159 12 182 7 1329 136 184 1079 4 Vehicles Exited 13 16 12 159 12 182 7 1330 136 184 1079 4 Hourly Exit Rate 13 16 12 159 12 182 7 1330 136 184 1079 4 Input Volume 14 14 11 154 15 186 11 1347 133 184 1078 4 % of Volume 93 114 109 103 80 98 64 99 102 100 100 100 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0 Density (ft/veh) Occupancy (veh) 0 0 0 3 0 2 0 7 1 3 9 0 SimTraffic Performance Report 05/14/2024 2025 Build PM SimTraffic Report Page 3 1: France Ave & Hazelton Rd Performance by movement Movement All Denied Delay (hr) 0.4 Denied Del/Veh (s) 0.5 Total Delay (hr) 9.8 Total Del/Veh (s) 11.2 Stop Delay (hr) 6.5 Stop Del/Veh (s) 7.4 Total Stops 1397 Stop/Veh 0.44 Travel Dist (mi) 551.1 Travel Time (hr) 25.9 Avg Speed (mph) 22 Fuel Used (gal) 16.9 Fuel Eff. (mpg) 32.6 HC Emissions (g) 170 CO Emissions (g) 5459 NOx Emissions (g) 621 Vehicles Entered 3134 Vehicles Exited 3134 Hourly Exit Rate 3134 Input Volume 3151 % of Volume 99 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 504 Occupancy (veh) 25 SimTraffic Performance Report 05/14/2024 2025 Build PM SimTraffic Report Page 4 2: France Ave & W 72nd St Performance by movement Movement EBR NBL NBT SBT SBR All Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.1 0.0 0.0 0.0 0.0 0.0 Total Delay (hr) 0.1 0.2 0.2 0.6 0.0 1.1 Total Del/Veh (s) 6.2 8.5 0.6 1.7 1.1 1.4 Stop Delay (hr) 0.1 0.1 0.0 0.0 0.0 0.3 Stop Del/Veh (s) 5.6 6.9 0.0 0.1 0.1 0.4 Total Stops 63 46 2 1 1 113 Stop/Veh 0.98 0.69 0.00 0.00 0.05 0.04 Travel Dist (mi) 17.0 2.7 59.1 107.1 1.9 187.8 Travel Time (hr) 0.8 0.3 2.0 3.5 0.1 6.6 Avg Speed (mph) 20 9 30 31 23 28 Fuel Used (gal) 0.5 0.1 2.2 5.6 0.1 8.5 Fuel Eff. (mpg) 33.0 26.7 27.2 19.1 29.4 22.2 HC Emissions (g) 3 0 32 82 0 117 CO Emissions (g) 72 15 1235 3964 30 5316 NOx Emissions (g) 10 2 110 288 2 412 Vehicles Entered 64 67 1473 1229 22 2855 Vehicles Exited 63 67 1474 1229 22 2855 Hourly Exit Rate 63 67 1474 1229 22 2855 Input Volume 63 72 1493 1222 22 2872 % of Volume 100 93 99 101 100 99 Denied Entry Before 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 Density (ft/veh) 541 Occupancy (veh) 1 0 2 3 0 7 SimTraffic Performance Report 05/14/2024 2025 Build PM SimTraffic Report Page 5 3: France Ave & Business Access Performance by movement Movement WBR NBT NBR SBT All Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.2 0.0 0.0 0.0 0.0 Total Delay (hr) 0.3 1.1 0.1 0.1 1.7 Total Del/Veh (s) 5.8 3.0 3.0 0.4 2.0 Stop Delay (hr) 0.2 0.0 0.0 0.0 0.3 Stop Del/Veh (s) 4.7 0.1 0.1 0.0 0.4 Total Stops 85 1 0 0 86 Stop/Veh 0.45 0.00 0.00 0.00 0.03 Travel Dist (mi) 12.8 105.7 11.2 52.0 181.7 Travel Time (hr) 0.9 4.0 0.6 1.5 7.0 Avg Speed (mph) 14 27 19 34 26 Fuel Used (gal) 0.4 6.8 0.5 1.5 9.3 Fuel Eff. (mpg) 30.6 15.5 20.9 34.6 19.6 HC Emissions (g) 4 98 6 22 129 CO Emissions (g) 127 4816 240 744 5927 NOx Emissions (g) 12 360 23 74 470 Vehicles Entered 191 1358 144 1291 2984 Vehicles Exited 190 1353 144 1291 2978 Hourly Exit Rate 190 1353 144 1291 2978 Input Volume 194 1375 146 1285 3000 % of Volume 98 98 99 100 99 Denied Entry Before 0 0 0 0 0 Denied Entry After 0 0 0 0 0 Density (ft/veh) 366 Occupancy (veh) 1 4 1 2 7 SimTraffic Performance Report 05/14/2024 2025 Build PM SimTraffic Report Page 6 4: France Ave & Gallagher Dr Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.1 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 3.6 0.6 0.3 3.7 0.8 0.7 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (hr) 0.5 0.0 0.1 1.5 0.1 0.2 0.3 7.2 0.9 1.6 1.9 0.1 Total Del/Veh (s) 24.3 32.4 5.9 25.0 23.3 9.0 38.1 19.0 19.5 29.0 6.9 4.0 Stop Delay (hr) 0.5 0.0 0.1 1.3 0.1 0.2 0.3 3.6 0.5 1.4 1.0 0.1 Stop Del/Veh (s) 22.3 30.0 5.2 22.3 20.1 7.7 32.2 9.6 10.6 25.7 3.7 2.7 Total Stops 67 1 36 175 11 55 29 695 104 166 313 33 Stop/Veh 0.83 1.00 0.77 0.84 0.73 0.71 0.97 0.51 0.64 0.86 0.31 0.37 Travel Dist (mi) 12.7 0.2 7.3 26.7 1.9 9.9 5.9 268.0 32.1 14.4 76.6 6.7 Travel Time (hr) 1.2 0.0 0.4 2.8 0.2 0.6 0.5 14.2 1.9 2.1 3.9 0.4 Avg Speed (mph) 12 11 19 10 11 16 12 19 17 7 20 18 Fuel Used (gal) 0.5 0.0 0.2 1.2 0.1 0.3 0.3 11.8 1.3 0.7 2.5 0.1 Fuel Eff. (mpg) 24.8 24.7 33.1 21.6 25.5 31.0 20.0 22.7 24.3 20.7 31.1 49.4 HC Emissions (g) 2 0 2 6 0 3 4 141 15 4 27 2 CO Emissions (g) 74 1 43 219 11 71 150 6208 611 145 1011 43 NOx Emissions (g) 9 0 6 24 1 9 13 505 52 12 95 4 Vehicles Entered 80 1 46 207 15 77 29 1352 162 191 1011 89 Vehicles Exited 80 1 47 206 15 77 30 1345 161 192 1012 89 Hourly Exit Rate 80 1 47 206 15 77 30 1345 161 192 1012 89 Input Volume 80 2 48 208 14 80 31 1361 158 195 997 93 % of Volume 100 50 98 99 107 96 97 99 102 98 102 96 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0 Density (ft/veh) Occupancy (veh) 1 0 0 3 0 1 0 14 2 2 4 0 SimTraffic Performance Report 05/14/2024 2025 Build PM SimTraffic Report Page 7 4: France Ave & Gallagher Dr Performance by movement Movement All Denied Delay (hr) 0.3 Denied Del/Veh (s) 0.4 Total Delay (hr) 14.3 Total Del/Veh (s) 15.7 Stop Delay (hr) 9.0 Stop Del/Veh (s) 9.8 Total Stops 1685 Stop/Veh 0.51 Travel Dist (mi) 462.5 Travel Time (hr) 28.1 Avg Speed (mph) 17 Fuel Used (gal) 19.1 Fuel Eff. (mpg) 24.3 HC Emissions (g) 205 CO Emissions (g) 8585 NOx Emissions (g) 729 Vehicles Entered 3260 Vehicles Exited 3255 Hourly Exit Rate 3255 Input Volume 3267 % of Volume 100 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 312 Occupancy (veh) 28 SimTraffic Performance Report 05/14/2024 2025 Build PM SimTraffic Report Page 8 5: France Ave & Parklawn Ave Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 1.4 0.1 0.1 0.0 0.0 0.0 Total Delay (hr) 0.8 0.2 0.3 0.8 0.4 0.4 0.9 5.8 0.1 1.9 3.5 0.2 Total Del/Veh (s) 31.6 37.1 8.0 30.6 32.3 9.5 35.2 15.6 3.4 35.1 12.4 8.8 Stop Delay (hr) 0.8 0.2 0.2 0.8 0.4 0.4 0.7 3.5 0.0 1.6 1.9 0.1 Stop Del/Veh (s) 29.4 34.7 7.2 28.3 29.2 9.6 30.9 9.5 3.1 29.8 6.9 5.3 Total Stops 83 17 108 84 42 126 78 640 29 166 405 30 Stop/Veh 0.89 0.85 0.86 0.86 0.86 0.88 0.90 0.48 0.51 0.87 0.40 0.48 Travel Dist (mi) 11.9 2.5 16.1 6.2 3.1 9.3 31.0 477.2 20.4 37.4 200.0 12.3 Travel Time (hr) 1.3 0.3 1.0 1.1 0.5 0.8 1.7 17.9 0.6 3.0 8.8 0.6 Avg Speed (mph) 9 8 16 6 6 11 18 27 32 12 23 22 Fuel Used (gal) 0.5 0.1 0.5 0.3 0.2 0.2 1.0 13.3 0.5 1.7 8.3 0.5 Fuel Eff. (mpg) 22.8 22.7 32.4 17.9 19.6 37.1 32.6 36.0 37.8 21.4 24.2 26.5 HC Emissions (g) 2 0 5 1 0 1 10 145 9 18 107 7 CO Emissions (g) 62 9 107 41 16 29 272 4162 230 821 4718 298 NOx Emissions (g) 8 1 16 4 1 3 36 553 31 61 371 23 Vehicles Entered 92 20 124 97 48 143 85 1305 56 190 1013 62 Vehicles Exited 92 19 124 98 47 143 86 1309 56 191 1010 62 Hourly Exit Rate 92 19 124 98 47 143 86 1309 56 191 1010 62 Input Volume 96 23 128 99 50 151 89 1303 53 180 1013 61 % of Volume 96 83 97 99 94 95 97 100 106 106 100 102 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0 Density (ft/veh) Occupancy (veh) 1 0 1 1 1 1 2 18 1 3 9 1 SimTraffic Performance Report 05/14/2024 2025 Build PM SimTraffic Report Page 9 5: France Ave & Parklawn Ave Performance by movement Movement All Denied Delay (hr) 0.1 Denied Del/Veh (s) 0.1 Total Delay (hr) 15.2 Total Del/Veh (s) 16.7 Stop Delay (hr) 10.7 Stop Del/Veh (s) 11.8 Total Stops 1808 Stop/Veh 0.55 Travel Dist (mi) 827.4 Travel Time (hr) 37.7 Avg Speed (mph) 22 Fuel Used (gal) 27.1 Fuel Eff. (mpg) 30.5 HC Emissions (g) 306 CO Emissions (g) 10764 NOx Emissions (g) 1108 Vehicles Entered 3235 Vehicles Exited 3237 Hourly Exit Rate 3237 Input Volume 3246 % of Volume 100 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 441 Occupancy (veh) 38 SimTraffic Performance Report 05/14/2024 2025 Build PM SimTraffic Report Page 10 Total Network Performance Denied Delay (hr) 0.9 Denied Del/Veh (s) 0.7 Total Delay (hr) 45.1 Total Del/Veh (s) 36.5 Stop Delay (hr) 27.0 Stop Del/Veh (s) 21.8 Total Stops 5089 Stop/Veh 1.14 Travel Dist (mi) 3522.9 Travel Time (hr) 148.4 Avg Speed (mph) 24 Fuel Used (gal) 128.4 Fuel Eff. (mpg) 27.4 HC Emissions (g) 1478 CO Emissions (g) 55270 NOx Emissions (g) 5418 Vehicles Entered 4316 Vehicles Exited 4302 Hourly Exit Rate 4302 Input Volume 21360 % of Volume 20 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 334 Occupancy (veh) 148 Queuing and Blocking Report 05/14/2024 2025 Build PM SimTraffic Report Page 11 Intersection: 1: France Ave & Hazelton Rd Movement EB EB WB WB WB NB NB NB NB NB SB SB Directions Served L TR L T R L T T T R L T Maximum Queue (ft) 45 53 145 133 125 38 200 220 214 97 167 153 Average Queue (ft) 9 18 75 11 51 6 98 117 126 38 86 71 95th Queue (ft) 34 46 131 63 95 27 176 199 200 77 145 128 Link Distance (ft) 817 1108 385 385 385 1451 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 80 130 130 170 300 300 Storage Blk Time (%) 0 2 0 0 Queuing Penalty (veh) 0 4 0 0 Intersection: 1: France Ave & Hazelton Rd Movement SB SB Directions Served T TR Maximum Queue (ft) 126 85 Average Queue (ft) 40 27 95th Queue (ft) 90 62 Link Distance (ft) 1451 1451 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 2: France Ave & W 72nd St Movement EB NB SB Directions Served R L TR Maximum Queue (ft) 63 88 22 Average Queue (ft) 32 28 1 95th Queue (ft) 57 62 11 Link Distance (ft) 1411 385 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 220 Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 05/14/2024 2025 Build PM SimTraffic Report Page 12 Intersection: 3: France Ave & Business Access Movement WB NB NB Directions Served R T T Maximum Queue (ft) 116 5 13 Average Queue (ft) 41 0 0 95th Queue (ft) 83 3 7 Link Distance (ft) 344 343 343 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 4: France Ave & Gallagher Dr Movement EB EB WB WB NB NB NB NB SB SB SB SB Directions Served L TR L TR L T T TR L T T TR Maximum Queue (ft) 112 75 141 184 73 225 256 322 199 135 138 143 Average Queue (ft) 49 25 94 49 25 112 134 176 96 63 71 65 95th Queue (ft) 97 56 145 120 59 206 233 282 162 114 126 120 Link Distance (ft) 834 678 967 967 967 343 343 343 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 140 120 270 240 Storage Blk Time (%) 0 5 0 Queuing Penalty (veh) 0 5 0 Queuing and Blocking Report 05/14/2024 2025 Build PM SimTraffic Report Page 13 Intersection: 5: France Ave & Parklawn Ave Movement EB EB EB WB WB WB NB NB NB NB NB SB Directions Served L T R L T R L T T T R L Maximum Queue (ft) 110 66 92 99 109 103 114 222 203 210 53 240 Average Queue (ft) 55 17 45 52 30 40 56 127 119 122 15 108 95th Queue (ft) 93 50 79 94 75 78 97 193 190 204 40 190 Link Distance (ft) 632 277 277 1925 1925 1925 1925 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 100 80 320 400 Storage Blk Time (%) 1 0 3 0 Queuing Penalty (veh) 2 0 2 0 Intersection: 5: France Ave & Parklawn Ave Movement SB SB SB Directions Served T T TR Maximum Queue (ft) 148 173 191 Average Queue (ft) 68 90 99 95th Queue (ft) 126 156 171 Link Distance (ft) 967 967 967 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 13 SimTraffic Simulation Summary 05/14/2024 2030 Build AM SimTraffic Report Page 1 Summary of All Intervals Run Number 1 2 3 4 5 Avg Start Time 6:57 6:57 6:57 6:57 6:57 6:57 End Time 8:00 8:00 8:00 8:00 8:00 8:00 Total Time (min) 63 63 63 63 63 63 Time Recorded (min) 60 60 60 60 60 60 # of Intervals 2 2 2 2 2 2 # of Recorded Intervals 1 1 1 1 1 1 Vehs Entered 2950 3071 3056 3027 3046 3028 Vehs Exited 2924 3053 3040 3054 3048 3025 Starting Vehs 94 88 82 107 96 86 Ending Vehs 120 106 98 80 94 98 Denied Entry Before 0 1 1 0 0 0 Denied Entry After 0 2 0 2 0 0 Travel Distance (mi) 2450 2527 2540 2520 2522 2512 Travel Time (hr) 95.2 98.4 97.8 96.7 97.7 97.2 Total Delay (hr) 23.5 24.6 24.0 23.2 23.6 23.8 Total Stops 3134 3233 3192 3126 3125 3163 Fuel Used (gal) 85.3 88.6 87.6 87.2 87.2 87.2 Interval #0 Information Seeding Start Time 6:57 End Time 7:00 Total Time (min) 3 Volumes adjusted by Growth Factors. No data recorded this interval. Interval #1 Information Recording Start Time 7:00 End Time 8:00 Total Time (min) 60 Volumes adjusted by Growth Factors. Run Number 1 2 3 4 5 Avg Vehs Entered 2950 3071 3056 3027 3046 3028 Vehs Exited 2924 3053 3040 3054 3048 3025 Starting Vehs 94 88 82 107 96 86 Ending Vehs 120 106 98 80 94 98 Denied Entry Before 0 1 1 0 0 0 Denied Entry After 0 2 0 2 0 0 Travel Distance (mi) 2450 2527 2540 2520 2522 2512 Travel Time (hr) 95.2 98.4 97.8 96.7 97.7 97.2 Total Delay (hr) 23.5 24.6 24.0 23.2 23.6 23.8 Total Stops 3134 3233 3192 3126 3125 3163 Fuel Used (gal) 85.3 88.6 87.6 87.2 87.2 87.2 SimTraffic Performance Report 05/14/2024 2030 Build AM SimTraffic Report Page 2 1: France Ave & Hazelton Rd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.0 0.0 0.0 0.1 0.0 0.1 0.0 0.0 0.0 0.1 0.0 0.0 Denied Del/Veh (s) 3.2 0.1 0.1 2.9 0.3 2.8 0.0 0.0 0.0 2.3 0.2 0.1 Total Delay (hr) 0.0 0.1 0.0 0.5 0.0 0.1 0.1 1.9 0.1 0.8 0.9 0.0 Total Del/Veh (s) 17.9 32.4 4.9 25.9 22.1 6.2 26.0 8.5 3.6 27.1 3.8 0.9 Stop Delay (hr) 0.0 0.1 0.0 0.5 0.0 0.1 0.1 1.2 0.1 0.8 0.3 0.0 Stop Del/Veh (s) 16.6 30.4 4.5 23.8 19.8 5.8 24.2 5.5 2.7 24.1 1.4 0.9 Total Stops 4 7 1 65 6 71 15 319 52 97 140 1 Stop/Veh 1.00 0.88 1.00 0.90 0.86 0.84 0.94 0.40 0.49 0.87 0.16 0.50 Travel Dist (mi) 0.6 1.2 0.2 15.0 1.5 17.9 1.3 67.1 8.8 30.5 240.2 0.7 Travel Time (hr) 0.0 0.1 0.0 1.2 0.1 1.0 0.2 3.6 0.5 1.8 7.0 0.0 Avg Speed (mph) 13 10 19 13 15 19 8 19 19 18 34 35 Fuel Used (gal) 0.0 0.0 0.0 0.6 0.1 0.6 0.1 2.1 0.2 1.0 6.6 0.0 Fuel Eff. (mpg) 28.6 24.9 38.9 26.7 29.2 32.2 25.2 31.9 41.9 31.9 36.3 44.6 HC Emissions (g) 0 0 0 4 0 5 0 20 3 9 75 0 CO Emissions (g) 1 4 0 100 6 111 11 769 114 280 2289 3 NOx Emissions (g) 0 0 0 13 1 15 1 73 9 32 299 0 Vehicles Entered 4 7 1 72 7 85 16 805 106 110 867 2 Vehicles Exited 4 8 1 71 7 85 16 802 105 110 865 2 Hourly Exit Rate 4 8 1 71 7 85 16 802 105 110 865 2 Input Volume 4 8 1 77 7 82 16 803 102 113 866 5 % of Volume 100 100 100 92 100 104 100 100 103 97 100 40 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0 Density (ft/veh) Occupancy (veh) 0 0 0 1 0 1 0 4 0 2 7 0 SimTraffic Performance Report 05/14/2024 2030 Build AM SimTraffic Report Page 3 1: France Ave & Hazelton Rd Performance by movement Movement All Denied Delay (hr) 0.2 Denied Del/Veh (s) 0.4 Total Delay (hr) 4.7 Total Del/Veh (s) 8.1 Stop Delay (hr) 3.2 Stop Del/Veh (s) 5.6 Total Stops 778 Stop/Veh 0.37 Travel Dist (mi) 384.9 Travel Time (hr) 15.5 Avg Speed (mph) 25 Fuel Used (gal) 11.2 Fuel Eff. (mpg) 34.4 HC Emissions (g) 116 CO Emissions (g) 3688 NOx Emissions (g) 442 Vehicles Entered 2082 Vehicles Exited 2076 Hourly Exit Rate 2076 Input Volume 2084 % of Volume 100 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 841 Occupancy (veh) 15 SimTraffic Performance Report 05/14/2024 2030 Build AM SimTraffic Report Page 4 2: France Ave & W 72nd St Performance by movement Movement EBR NBL NBT SBT SBR All Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.2 0.0 0.0 0.0 0.0 0.0 Total Delay (hr) 0.2 0.0 0.1 0.3 0.0 0.6 Total Del/Veh (s) 5.5 5.6 0.3 1.2 1.0 1.1 Stop Delay (hr) 0.1 0.0 0.0 0.0 0.0 0.2 Stop Del/Veh (s) 4.7 4.0 0.0 0.1 0.1 0.4 Total Stops 106 16 0 0 0 122 Stop/Veh 0.99 0.55 0.00 0.00 0.00 0.06 Travel Dist (mi) 28.3 1.2 37.0 80.3 1.3 148.2 Travel Time (hr) 1.4 0.1 1.2 2.4 0.1 5.1 Avg Speed (mph) 21 11 31 33 24 29 Fuel Used (gal) 0.8 0.0 1.5 3.5 0.0 5.9 Fuel Eff. (mpg) 34.4 28.2 25.2 22.9 35.5 25.2 HC Emissions (g) 5 0 21 51 0 77 CO Emissions (g) 118 12 808 2232 16 3187 NOx Emissions (g) 16 2 77 181 1 276 Vehicles Entered 106 29 925 922 15 1997 Vehicles Exited 106 29 927 924 15 2001 Hourly Exit Rate 106 29 927 924 15 2001 Input Volume 103 31 921 930 15 2000 % of Volume 103 94 101 99 100 100 Denied Entry Before 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 Density (ft/veh) 701 Occupancy (veh) 1 0 1 2 0 5 SimTraffic Performance Report 05/14/2024 2030 Build AM SimTraffic Report Page 5 3: France Ave & Business Access Performance by movement Movement WBR NBT NBR SBT All Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.2 0.0 0.0 0.0 0.0 Total Delay (hr) 0.1 0.5 0.1 0.1 0.7 Total Del/Veh (s) 2.8 2.1 2.2 0.3 1.3 Stop Delay (hr) 0.1 0.0 0.0 0.0 0.1 Stop Del/Veh (s) 1.8 0.1 0.1 0.0 0.2 Total Stops 45 0 0 0 45 Stop/Veh 0.29 0.00 0.00 0.00 0.02 Travel Dist (mi) 10.3 62.6 7.1 41.4 121.4 Travel Time (hr) 0.6 2.1 0.3 1.3 4.3 Avg Speed (mph) 17 29 20 33 28 Fuel Used (gal) 0.3 3.8 0.3 1.4 5.7 Fuel Eff. (mpg) 34.0 16.7 23.7 29.9 21.1 HC Emissions (g) 3 53 4 19 80 CO Emissions (g) 99 2743 167 703 3711 NOx Emissions (g) 10 191 16 67 284 Vehicles Entered 153 799 91 1030 2073 Vehicles Exited 154 801 91 1032 2078 Hourly Exit Rate 154 801 91 1032 2078 Input Volume 157 796 87 1033 2073 % of Volume 98 101 105 100 100 Denied Entry Before 0 0 0 0 0 Denied Entry After 0 0 0 0 0 Density (ft/veh) 588 Occupancy (veh) 1 2 0 1 4 SimTraffic Performance Report 05/14/2024 2030 Build AM SimTraffic Report Page 6 4: France Ave & Gallagher Dr Performance by movement Movement EBL EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR All Denied Delay (hr) 0.1 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 Denied Del/Veh (s) 3.4 0.2 3.9 0.3 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.4 Total Delay (hr) 0.3 0.0 1.0 0.0 0.0 0.4 2.7 0.2 0.7 1.5 0.1 7.0 Total Del/Veh (s) 21.3 4.4 20.3 17.1 5.7 29.8 11.6 8.9 23.7 6.2 3.4 10.9 Stop Delay (hr) 0.3 0.0 0.8 0.0 0.0 0.4 1.3 0.1 0.6 0.9 0.1 4.6 Stop Del/Veh (s) 19.5 3.8 18.1 14.8 4.8 25.6 5.8 4.7 21.3 3.6 2.6 7.2 Total Stops 46 24 137 2 10 50 331 46 92 249 28 1015 Stop/Veh 0.79 0.73 0.81 0.67 0.71 0.93 0.40 0.47 0.88 0.29 0.38 0.44 Travel Dist (mi) 9.1 5.1 21.4 0.4 1.8 10.6 163.1 19.4 7.8 64.7 5.6 309.0 Travel Time (hr) 0.8 0.3 2.0 0.0 0.1 0.8 7.0 0.9 1.0 3.1 0.3 16.2 Avg Speed (mph) 13 19 12 12 18 14 23 22 8 21 19 19 Fuel Used (gal) 0.4 0.1 0.9 0.0 0.1 0.5 6.8 0.8 0.3 2.0 0.1 12.0 Fuel Eff. (mpg) 25.8 34.5 23.2 27.1 33.3 22.3 24.0 25.8 24.5 31.7 49.9 25.8 HC Emissions (g) 1 1 4 0 0 4 89 13 2 23 1 138 CO Emissions (g) 45 25 146 1 7 204 3996 497 71 876 30 5900 NOx Emissions (g) 5 3 17 0 1 14 311 42 5 82 2 483 Vehicles Entered 57 32 167 3 14 53 825 98 104 855 74 2282 Vehicles Exited 57 33 167 3 14 53 817 98 103 852 74 2271 Hourly Exit Rate 57 33 167 3 14 53 817 98 103 852 74 2271 Input Volume 54 29 164 3 15 53 813 92 109 852 73 2257 % of Volume 106 114 102 100 93 100 100 107 94 100 101 101 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0 Density (ft/veh) 542 Occupancy (veh) 1 0 2 0 0 1 7 1 1 3 0 16 SimTraffic Performance Report 05/14/2024 2030 Build AM SimTraffic Report Page 7 5: France Ave & Parklawn Ave Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 1.4 0.1 0.1 0.0 0.0 0.0 Total Delay (hr) 0.5 0.3 0.1 0.4 0.2 0.2 0.7 2.4 0.1 1.2 2.2 0.2 Total Del/Veh (s) 26.3 31.7 5.7 24.9 29.8 6.0 29.9 10.8 3.1 29.4 9.8 6.6 Stop Delay (hr) 0.5 0.2 0.1 0.4 0.1 0.2 0.6 1.5 0.1 1.0 1.2 0.1 Stop Del/Veh (s) 24.4 29.4 5.0 23.0 26.8 6.2 26.2 6.6 2.6 25.0 5.2 3.8 Total Stops 59 26 68 53 17 102 79 324 42 123 271 39 Stop/Veh 0.86 0.90 0.84 0.85 0.85 0.90 0.89 0.40 0.46 0.86 0.33 0.40 Travel Dist (mi) 8.9 3.7 10.4 3.9 1.3 7.3 32.2 288.8 33.3 27.8 161.3 19.1 Travel Time (hr) 0.9 0.4 0.6 0.6 0.2 0.5 1.7 9.7 1.0 2.0 6.5 0.8 Avg Speed (mph) 10 9 17 7 6 14 20 30 33 14 25 24 Fuel Used (gal) 0.4 0.2 0.3 0.2 0.1 0.2 1.0 7.9 0.9 1.2 6.4 0.7 Fuel Eff. (mpg) 24.4 24.4 34.2 21.4 21.9 42.9 33.2 36.5 38.7 22.7 25.3 27.3 HC Emissions (g) 1 1 1 1 0 1 11 94 11 15 82 7 CO Emissions (g) 38 19 34 24 6 21 297 2643 328 629 3622 379 NOx Emissions (g) 5 2 5 3 0 2 41 360 42 48 289 26 Vehicles Entered 68 28 80 61 20 113 88 788 91 141 814 96 Vehicles Exited 68 29 80 62 20 113 88 794 91 139 816 96 Hourly Exit Rate 68 29 80 62 20 113 88 794 91 139 816 96 Input Volume 68 26 82 68 25 103 91 786 94 135 817 92 % of Volume 100 112 98 91 80 110 97 101 97 103 100 104 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0 Density (ft/veh) Occupancy (veh) 1 0 1 1 0 1 2 10 1 2 7 1 SimTraffic Performance Report 05/14/2024 2030 Build AM SimTraffic Report Page 8 5: France Ave & Parklawn Ave Performance by movement Movement All Denied Delay (hr) 0.1 Denied Del/Veh (s) 0.1 Total Delay (hr) 8.5 Total Del/Veh (s) 12.6 Stop Delay (hr) 6.0 Stop Del/Veh (s) 9.0 Total Stops 1203 Stop/Veh 0.50 Travel Dist (mi) 598.0 Travel Time (hr) 25.0 Avg Speed (mph) 24 Fuel Used (gal) 19.3 Fuel Eff. (mpg) 31.0 HC Emissions (g) 225 CO Emissions (g) 8040 NOx Emissions (g) 823 Vehicles Entered 2388 Vehicles Exited 2396 Hourly Exit Rate 2396 Input Volume 2387 % of Volume 100 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 667 Occupancy (veh) 25 SimTraffic Performance Report 05/14/2024 2030 Build AM SimTraffic Report Page 9 Total Network Performance Denied Delay (hr) 0.6 Denied Del/Veh (s) 0.7 Total Delay (hr) 23.2 Total Del/Veh (s) 26.7 Stop Delay (hr) 14.4 Stop Del/Veh (s) 16.6 Total Stops 3163 Stop/Veh 1.01 Travel Dist (mi) 2511.8 Travel Time (hr) 97.2 Avg Speed (mph) 26 Fuel Used (gal) 87.2 Fuel Eff. (mpg) 28.8 HC Emissions (g) 1011 CO Emissions (g) 37266 NOx Emissions (g) 3719 Vehicles Entered 3028 Vehicles Exited 3025 Hourly Exit Rate 3025 Input Volume 15120 % of Volume 20 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 510 Occupancy (veh) 97 Queuing and Blocking Report 05/14/2024 2030 Build AM SimTraffic Report Page 10 Intersection: 1: France Ave & Hazelton Rd Movement EB EB WB WB WB NB NB NB NB NB SB SB Directions Served L TR L T R L T T T R L T Maximum Queue (ft) 34 44 86 33 71 51 118 133 149 88 133 105 Average Queue (ft) 3 8 40 5 26 14 54 66 73 32 55 45 95th Queue (ft) 19 31 77 21 53 41 103 121 126 67 103 93 Link Distance (ft) 817 1108 385 385 385 1451 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 80 130 130 170 300 300 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 1: France Ave & Hazelton Rd Movement SB SB Directions Served T TR Maximum Queue (ft) 79 66 Average Queue (ft) 23 16 95th Queue (ft) 59 47 Link Distance (ft) 1451 1451 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 2: France Ave & W 72nd St Movement EB NB Directions Served R L Maximum Queue (ft) 79 55 Average Queue (ft) 41 15 95th Queue (ft) 68 45 Link Distance (ft) 1411 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 220 Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 05/14/2024 2030 Build AM SimTraffic Report Page 11 Intersection: 3: France Ave & Business Access Movement WB Directions Served R Maximum Queue (ft) 70 Average Queue (ft) 22 95th Queue (ft) 50 Link Distance (ft) 344 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 4: France Ave & Gallagher Dr Movement EB EB WB WB NB NB NB NB SB SB SB SB Directions Served L TR L TR L T T TR L T T TR Maximum Queue (ft) 84 43 138 104 84 126 145 205 120 108 110 118 Average Queue (ft) 35 17 73 12 37 57 67 89 56 54 53 53 95th Queue (ft) 74 43 121 55 75 113 128 167 100 93 96 104 Link Distance (ft) 834 678 967 967 967 343 343 343 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 140 120 270 240 Storage Blk Time (%) 1 Queuing Penalty (veh) 0 Queuing and Blocking Report 05/14/2024 2030 Build AM SimTraffic Report Page 12 Intersection: 5: France Ave & Parklawn Ave Movement EB EB EB WB WB WB NB NB NB NB NB SB Directions Served L T R L T R L T T T R L Maximum Queue (ft) 98 74 69 83 44 73 109 139 136 141 51 161 Average Queue (ft) 42 24 34 33 11 27 55 75 58 61 19 76 95th Queue (ft) 82 58 60 68 33 54 96 121 110 111 43 135 Link Distance (ft) 632 277 277 1925 1925 1925 1925 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 100 80 320 400 Storage Blk Time (%) 1 0 0 1 0 Queuing Penalty (veh) 1 0 0 0 0 Intersection: 5: France Ave & Parklawn Ave Movement SB SB SB Directions Served T T TR Maximum Queue (ft) 120 144 164 Average Queue (ft) 46 65 70 95th Queue (ft) 97 122 135 Link Distance (ft) 967 967 967 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 1 SimTraffic Simulation Summary 05/14/2024 2030 Build PM SimTraffic Report Page 1 Summary of All Intervals Run Number 1 2 3 4 5 Avg Start Time 6:57 6:57 6:57 6:57 6:57 6:57 End Time 8:00 8:00 8:00 8:00 8:00 8:00 Total Time (min) 63 63 63 63 63 63 Time Recorded (min) 60 60 60 60 60 60 # of Intervals 2 2 2 2 2 2 # of Recorded Intervals 1 1 1 1 1 1 Vehs Entered 4576 4478 4462 4405 4435 4471 Vehs Exited 4547 4476 4452 4371 4397 4448 Starting Vehs 135 147 133 128 128 132 Ending Vehs 164 149 143 162 166 155 Denied Entry Before 0 0 2 0 0 0 Denied Entry After 0 1 0 1 2 0 Travel Distance (mi) 3740 3675 3666 3557 3602 3648 Travel Time (hr) 160.5 156.0 156.5 153.5 152.0 155.7 Total Delay (hr) 51.7 49.3 50.0 49.3 47.0 49.5 Total Stops 5457 5354 5436 5371 5256 5371 Fuel Used (gal) 137.8 135.0 134.5 130.6 130.8 133.7 Interval #0 Information Seeding Start Time 6:57 End Time 7:00 Total Time (min) 3 Volumes adjusted by Growth Factors. No data recorded this interval. Interval #1 Information Recording Start Time 7:00 End Time 8:00 Total Time (min) 60 Volumes adjusted by Growth Factors. Run Number 1 2 3 4 5 Avg Vehs Entered 4576 4478 4462 4405 4435 4471 Vehs Exited 4547 4476 4452 4371 4397 4448 Starting Vehs 135 147 133 128 128 132 Ending Vehs 164 149 143 162 166 155 Denied Entry Before 0 0 2 0 0 0 Denied Entry After 0 1 0 1 2 0 Travel Distance (mi) 3740 3675 3666 3557 3602 3648 Travel Time (hr) 160.5 156.0 156.5 153.5 152.0 155.7 Total Delay (hr) 51.7 49.3 50.0 49.3 47.0 49.5 Total Stops 5457 5354 5436 5371 5256 5371 Fuel Used (gal) 137.8 135.0 134.5 130.6 130.8 133.7 SimTraffic Performance Report 05/14/2024 2030 Build PM SimTraffic Report Page 2 1: France Ave & Hazelton Rd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.0 0.0 0.0 0.1 0.0 0.1 0.0 0.0 0.0 0.1 0.1 0.0 Denied Del/Veh (s) 3.5 0.2 0.1 2.7 0.7 2.7 0.0 0.0 0.0 2.0 0.3 0.1 Total Delay (hr) 0.1 0.1 0.0 1.1 0.1 0.5 0.1 4.9 0.2 1.5 2.0 0.0 Total Del/Veh (s) 18.1 18.2 6.1 23.8 20.8 9.6 29.7 12.9 5.1 28.6 6.5 3.0 Stop Delay (hr) 0.1 0.1 0.0 0.9 0.1 0.4 0.1 3.0 0.1 1.3 0.8 0.0 Stop Del/Veh (s) 16.3 16.2 5.7 21.0 18.0 8.6 26.9 7.8 3.4 24.1 2.6 1.6 Total Stops 12 11 11 134 13 134 11 653 69 163 291 1 Stop/Veh 0.75 0.69 0.79 0.83 0.76 0.73 0.92 0.47 0.50 0.87 0.26 0.25 Travel Dist (mi) 2.4 2.5 2.1 33.5 3.6 38.8 0.9 111.3 11.5 51.3 310.3 1.1 Travel Time (hr) 0.2 0.2 0.1 2.6 0.2 2.3 0.1 7.8 0.7 3.0 10.0 0.0 Avg Speed (mph) 13 14 18 14 15 18 7 14 18 17 31 31 Fuel Used (gal) 0.1 0.1 0.1 1.3 0.1 1.3 0.0 3.8 0.3 1.6 8.7 0.0 Fuel Eff. (mpg) 26.6 27.7 33.2 26.2 28.2 30.4 21.4 29.2 36.2 31.1 35.5 39.0 HC Emissions (g) 0 0 0 7 0 8 0 31 4 16 102 0 CO Emissions (g) 9 9 6 202 14 218 10 1089 149 492 3239 5 NOx Emissions (g) 1 1 1 25 1 28 1 111 11 56 386 1 Vehicles Entered 16 16 13 158 17 183 11 1376 139 185 1120 4 Vehicles Exited 15 16 14 159 17 182 11 1365 139 186 1119 4 Hourly Exit Rate 15 16 14 159 17 182 11 1365 139 186 1119 4 Input Volume 15 15 12 160 16 193 12 1398 138 191 1118 4 % of Volume 100 107 117 99 106 94 92 98 101 97 100 100 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0 Density (ft/veh) Occupancy (veh) 0 0 0 2 0 2 0 8 1 3 10 0 SimTraffic Performance Report 05/14/2024 2030 Build PM SimTraffic Report Page 3 1: France Ave & Hazelton Rd Performance by movement Movement All Denied Delay (hr) 0.5 Denied Del/Veh (s) 0.5 Total Delay (hr) 10.6 Total Del/Veh (s) 11.7 Stop Delay (hr) 6.9 Stop Del/Veh (s) 7.6 Total Stops 1503 Stop/Veh 0.46 Travel Dist (mi) 569.1 Travel Time (hr) 27.2 Avg Speed (mph) 21 Fuel Used (gal) 17.5 Fuel Eff. (mpg) 32.5 HC Emissions (g) 168 CO Emissions (g) 5443 NOx Emissions (g) 623 Vehicles Entered 3238 Vehicles Exited 3227 Hourly Exit Rate 3227 Input Volume 3272 % of Volume 99 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 480 Occupancy (veh) 27 SimTraffic Performance Report 05/14/2024 2030 Build PM SimTraffic Report Page 4 2: France Ave & W 72nd St Performance by movement Movement EBR NBL NBT SBT SBR All Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.1 0.0 0.0 0.0 0.0 0.0 Total Delay (hr) 0.1 0.2 0.3 0.6 0.0 1.3 Total Del/Veh (s) 7.2 10.2 0.6 1.8 1.2 1.5 Stop Delay (hr) 0.1 0.2 0.0 0.0 0.0 0.4 Stop Del/Veh (s) 6.6 8.6 0.0 0.1 0.2 0.4 Total Stops 74 54 1 0 0 129 Stop/Veh 0.99 0.77 0.00 0.00 0.00 0.04 Travel Dist (mi) 19.9 2.8 61.3 110.5 2.2 196.8 Travel Time (hr) 1.0 0.3 2.1 3.7 0.1 7.1 Avg Speed (mph) 20 9 30 30 23 28 Fuel Used (gal) 0.6 0.1 2.2 5.9 0.1 8.9 Fuel Eff. (mpg) 33.7 25.7 27.6 18.7 27.9 22.1 HC Emissions (g) 3 1 32 87 1 123 CO Emissions (g) 83 28 1246 4166 36 5558 NOx Emissions (g) 12 3 111 305 3 434 Vehicles Entered 75 70 1530 1266 26 2967 Vehicles Exited 74 70 1526 1267 25 2962 Hourly Exit Rate 74 70 1526 1267 25 2962 Input Volume 65 75 1548 1267 23 2978 % of Volume 114 93 99 100 109 99 Denied Entry Before 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 Density (ft/veh) 505 Occupancy (veh) 1 0 2 4 0 7 SimTraffic Performance Report 05/14/2024 2030 Build PM SimTraffic Report Page 5 3: France Ave & Business Access Performance by movement Movement WBR NBT NBR SBT All Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.2 0.0 0.0 0.0 0.0 Total Delay (hr) 0.3 1.2 0.1 0.1 1.8 Total Del/Veh (s) 5.7 3.1 3.1 0.4 2.1 Stop Delay (hr) 0.2 0.0 0.0 0.0 0.3 Stop Del/Veh (s) 4.5 0.1 0.1 0.0 0.4 Total Stops 92 1 0 0 93 Stop/Veh 0.47 0.00 0.00 0.00 0.03 Travel Dist (mi) 13.1 110.1 11.5 54.0 188.7 Travel Time (hr) 0.9 4.2 0.6 1.6 7.3 Avg Speed (mph) 14 26 19 34 26 Fuel Used (gal) 0.4 7.2 0.5 1.6 9.8 Fuel Eff. (mpg) 29.7 15.4 21.1 33.1 19.3 HC Emissions (g) 5 93 7 23 128 CO Emissions (g) 156 4763 264 820 6004 NOx Emissions (g) 15 356 28 78 477 Vehicles Entered 196 1411 147 1340 3094 Vehicles Exited 195 1410 147 1339 3091 Hourly Exit Rate 195 1410 147 1339 3091 Input Volume 197 1431 150 1332 3110 % of Volume 99 99 98 101 99 Denied Entry Before 0 0 0 0 0 Denied Entry After 0 0 0 0 0 Density (ft/veh) 349 Occupancy (veh) 1 4 1 2 7 SimTraffic Performance Report 05/14/2024 2030 Build PM SimTraffic Report Page 6 4: France Ave & Gallagher Dr Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.1 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 3.5 0.3 0.3 3.6 0.7 0.7 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (hr) 0.6 0.0 0.1 1.6 0.1 0.2 0.3 7.9 0.9 1.7 2.0 0.1 Total Del/Veh (s) 27.1 14.0 6.3 27.0 22.2 10.7 37.8 20.3 20.1 31.9 6.8 3.6 Stop Delay (hr) 0.6 0.0 0.1 1.4 0.1 0.2 0.3 4.0 0.5 1.6 1.1 0.1 Stop Del/Veh (s) 25.1 12.6 5.6 24.1 19.3 9.3 31.6 10.3 11.0 28.6 3.7 2.5 Total Stops 69 1 40 170 13 61 30 745 107 175 311 33 Stop/Veh 0.83 0.50 0.75 0.80 0.76 0.75 0.94 0.53 0.65 0.89 0.30 0.35 Travel Dist (mi) 13.1 0.3 8.3 27.0 2.2 10.3 6.3 276.1 32.5 14.7 79.4 7.0 Travel Time (hr) 1.3 0.0 0.5 2.9 0.2 0.7 0.5 15.2 2.0 2.3 4.0 0.4 Avg Speed (mph) 11 14 18 10 11 15 12 18 16 6 20 19 Fuel Used (gal) 0.6 0.0 0.3 1.3 0.1 0.4 0.3 12.3 1.3 0.7 2.6 0.1 Fuel Eff. (mpg) 23.8 25.7 33.0 21.0 24.6 29.1 19.4 22.4 24.1 19.7 30.7 51.0 HC Emissions (g) 3 0 2 7 0 3 3 138 15 4 28 1 CO Emissions (g) 94 1 43 234 14 86 143 6165 622 154 1054 31 NOx Emissions (g) 11 0 6 26 1 10 11 506 53 12 99 3 Vehicles Entered 83 2 53 210 17 81 32 1387 163 195 1051 93 Vehicles Exited 82 2 52 208 17 80 31 1396 164 194 1051 93 Hourly Exit Rate 82 2 52 208 17 80 31 1396 164 194 1051 93 Input Volume 84 2 50 212 15 83 32 1414 162 198 1037 96 % of Volume 98 100 104 98 113 96 97 99 101 98 101 97 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0 Density (ft/veh) Occupancy (veh) 1 0 0 3 0 1 1 15 2 2 4 0 SimTraffic Performance Report 05/14/2024 2030 Build PM SimTraffic Report Page 7 4: France Ave & Gallagher Dr Performance by movement Movement All Denied Delay (hr) 0.3 Denied Del/Veh (s) 0.3 Total Delay (hr) 15.6 Total Del/Veh (s) 16.6 Stop Delay (hr) 9.9 Stop Del/Veh (s) 10.5 Total Stops 1755 Stop/Veh 0.52 Travel Dist (mi) 477.3 Travel Time (hr) 29.9 Avg Speed (mph) 16 Fuel Used (gal) 20.0 Fuel Eff. (mpg) 23.9 HC Emissions (g) 205 CO Emissions (g) 8641 NOx Emissions (g) 739 Vehicles Entered 3367 Vehicles Exited 3370 Hourly Exit Rate 3370 Input Volume 3385 % of Volume 100 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 293 Occupancy (veh) 30 SimTraffic Performance Report 05/14/2024 2030 Build PM SimTraffic Report Page 8 5: France Ave & Parklawn Ave Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 1.5 0.1 0.1 0.0 0.0 0.0 Total Delay (hr) 0.8 0.2 0.3 0.8 0.5 0.5 0.8 6.2 0.1 1.8 3.9 0.2 Total Del/Veh (s) 28.9 32.0 8.6 26.7 32.2 10.4 34.1 16.6 3.4 34.4 13.2 10.5 Stop Delay (hr) 0.7 0.2 0.3 0.7 0.4 0.5 0.7 3.8 0.0 1.5 2.2 0.1 Stop Del/Veh (s) 26.7 29.6 7.6 24.4 28.9 10.4 29.6 10.2 3.0 29.3 7.4 6.3 Total Stops 81 21 114 82 43 135 78 681 27 161 440 28 Stop/Veh 0.85 0.84 0.84 0.80 0.84 0.84 0.89 0.50 0.49 0.85 0.41 0.47 Travel Dist (mi) 12.2 3.1 17.5 6.4 3.2 10.4 31.5 488.5 19.8 36.9 211.3 11.7 Travel Time (hr) 1.3 0.3 1.1 1.0 0.6 1.0 1.7 18.6 0.6 2.9 9.5 0.6 Avg Speed (mph) 10 9 16 6 6 11 19 26 33 13 22 21 Fuel Used (gal) 0.5 0.1 0.5 0.3 0.2 0.3 1.0 13.5 0.5 1.7 8.6 0.5 Fuel Eff. (mpg) 23.4 24.6 31.8 19.2 19.6 35.7 32.9 36.2 38.1 21.6 24.5 25.5 HC Emissions (g) 2 0 5 1 1 1 10 134 8 16 113 5 CO Emissions (g) 64 11 114 37 20 35 256 3938 214 792 4837 254 NOx Emissions (g) 8 1 17 4 2 4 35 522 28 57 391 18 Vehicles Entered 93 24 135 101 50 160 87 1336 54 187 1065 59 Vehicles Exited 94 24 134 102 51 160 87 1329 55 188 1065 59 Hourly Exit Rate 94 24 134 102 51 160 87 1329 55 188 1065 59 Input Volume 99 24 133 103 52 156 93 1353 55 186 1051 62 % of Volume 95 100 101 99 98 103 94 98 100 101 101 95 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0 Density (ft/veh) Occupancy (veh) 1 0 1 1 1 1 2 19 1 3 10 1 SimTraffic Performance Report 05/14/2024 2030 Build PM SimTraffic Report Page 9 5: France Ave & Parklawn Ave Performance by movement Movement All Denied Delay (hr) 0.1 Denied Del/Veh (s) 0.1 Total Delay (hr) 16.0 Total Del/Veh (s) 17.0 Stop Delay (hr) 11.2 Stop Del/Veh (s) 11.9 Total Stops 1891 Stop/Veh 0.56 Travel Dist (mi) 852.5 Travel Time (hr) 39.3 Avg Speed (mph) 22 Fuel Used (gal) 27.8 Fuel Eff. (mpg) 30.7 HC Emissions (g) 296 CO Emissions (g) 10573 NOx Emissions (g) 1085 Vehicles Entered 3351 Vehicles Exited 3348 Hourly Exit Rate 3348 Input Volume 3367 % of Volume 99 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 423 Occupancy (veh) 39 SimTraffic Performance Report 05/14/2024 2030 Build PM SimTraffic Report Page 10 Total Network Performance Denied Delay (hr) 0.9 Denied Del/Veh (s) 0.7 Total Delay (hr) 48.6 Total Del/Veh (s) 38.0 Stop Delay (hr) 28.9 Stop Del/Veh (s) 22.6 Total Stops 5371 Stop/Veh 1.17 Travel Dist (mi) 3647.9 Travel Time (hr) 155.7 Avg Speed (mph) 24 Fuel Used (gal) 133.7 Fuel Eff. (mpg) 27.3 HC Emissions (g) 1484 CO Emissions (g) 56115 NOx Emissions (g) 5494 Vehicles Entered 4471 Vehicles Exited 4448 Hourly Exit Rate 4448 Input Volume 22146 % of Volume 20 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 318 Occupancy (veh) 155 Queuing and Blocking Report 05/14/2024 2030 Build PM SimTraffic Report Page 11 Intersection: 1: France Ave & Hazelton Rd Movement EB EB WB WB WB NB NB NB NB NB SB SB Directions Served L TR L T R L T T T R L T Maximum Queue (ft) 44 53 142 75 119 69 221 221 244 95 169 158 Average Queue (ft) 12 18 76 12 50 11 110 128 141 37 82 77 95th Queue (ft) 38 46 126 52 96 45 202 214 229 73 142 134 Link Distance (ft) 817 1108 385 385 385 1451 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 80 130 130 170 300 300 Storage Blk Time (%) 0 1 0 1 Queuing Penalty (veh) 0 2 0 0 Intersection: 1: France Ave & Hazelton Rd Movement SB SB Directions Served T TR Maximum Queue (ft) 121 71 Average Queue (ft) 46 28 95th Queue (ft) 93 60 Link Distance (ft) 1451 1451 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 2: France Ave & W 72nd St Movement EB NB SB Directions Served R L TR Maximum Queue (ft) 66 97 4 Average Queue (ft) 34 36 0 95th Queue (ft) 59 74 3 Link Distance (ft) 1411 385 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 220 Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 05/14/2024 2030 Build PM SimTraffic Report Page 12 Intersection: 3: France Ave & Business Access Movement WB NB NB NB Directions Served R T T T Maximum Queue (ft) 102 11 9 4 Average Queue (ft) 41 0 0 0 95th Queue (ft) 80 8 5 3 Link Distance (ft) 344 343 343 343 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 4: France Ave & Gallagher Dr Movement EB EB WB WB NB NB NB NB SB SB SB SB Directions Served L TR L TR L T T TR L T T TR Maximum Queue (ft) 104 76 144 214 76 250 273 338 187 149 142 136 Average Queue (ft) 50 29 94 58 25 122 145 192 104 63 69 67 95th Queue (ft) 89 60 147 141 59 221 249 307 167 116 122 122 Link Distance (ft) 834 678 967 967 967 343 343 343 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 140 120 270 240 Storage Blk Time (%) 6 0 0 Queuing Penalty (veh) 6 0 0 Queuing and Blocking Report 05/14/2024 2030 Build PM SimTraffic Report Page 13 Intersection: 5: France Ave & Parklawn Ave Movement EB EB EB WB WB WB NB NB NB NB NB SB Directions Served L T R L T R L T T T R L Maximum Queue (ft) 115 131 104 100 119 111 113 207 220 237 49 197 Average Queue (ft) 55 24 47 51 32 45 55 130 127 132 14 102 95th Queue (ft) 99 78 79 93 81 90 97 185 198 213 37 171 Link Distance (ft) 632 277 277 1925 1925 1925 1925 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 100 80 320 400 Storage Blk Time (%) 2 0 4 1 Queuing Penalty (veh) 4 0 2 1 Intersection: 5: France Ave & Parklawn Ave Movement SB SB SB Directions Served T T TR Maximum Queue (ft) 155 170 198 Average Queue (ft) 76 97 101 95th Queue (ft) 140 161 179 Link Distance (ft) 967 967 967 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 15 ENVIRONMENTAL ASSESSMENT WORKSHEET FORMER MACY’S SITE City of Edina, Hennepin County, Minnesota May 30, 2023 Comment period: June 6 – July 6, 2023 Prepared for: City of Edina 4801 W. 50th Street Edina, MN 55424 December 2022 version Environmental Assessment Worksheet This most recent Environmental Assessment Worksheet (EAW) form and guidance documents are available at the Environmental Quality Board’s website at: https://www.eqb.state.mn.us/ The EAW form provides information about a project that may have the potential for significant environmental effects. Guidance documents provide additional detail and links to resources for completing the EAW form. Cumulative potential effects can either be addressed under each applicable EAW Item or can be addressed collectively under EAW Item 21. Note to reviewers: Comments must be submitted to the RGU during the 30-day comment period following notice of the EAW in the EQB Monitor. Comments should address the accuracy and completeness of information, potential impacts that warrant further investigation and the need for an EIS. 1. Project title: Former Macy’s Site 2. Proposer: Enclave 3. RGU: City of Edina Contact person: Patrick Brama Contact person: Cary Teague Title: Developer Title: Community Development Director Address: 1660S Hwy 100, Suite 530 Address: 4801 W 50th Street City, State, ZIP: Saint Louis Park, MN 55416 City, State, ZIP: Edina, MN 55424 Phone: 651-461-9977 Phone: (952) 826-0460 Fax: Fax: (952) 826-0389 Email: Patrick.Brama@enclavecompanies.com Email: cteague@EdinaMN.gov 4. Reason for EAW Preparation: (check one) Required: Discretionary: EIS Scoping Citizen petition X Mandatory EAW RGU discretion Proposer initiated If EAW or EIS is mandatory give EQB rule category subpart number(s) and name(s): Mixed Residential and Industrial-Commercial Projects: MR 4410.4300, Subp 32 5. Project Location: a) County: Hennepin County b) City/Township: Edina c) PLS Location (¼, ¼, Section, Township, Range): SW, NW, S: 32, T: 28N, R: 24W d) Watershed (81 major watershed scale): #20 – Mississippi River e) GPS Coordinates: 44.87148, -93.32730 f) Tax Parcel Number: 320282423004 At a minimum attach each of the following to the EAW: g) County map showing the general location of the project; (see Figure 1) h) U.S. Geological Survey 7.5 minute, 1:24,000 scale map indicating project boundaries (photocopy acceptable); (see Figure 2) i) Site plans showing all significant project and natural features. Pre-construction land cover plan and post-construction site plan. (see Figure 3 and 4) j) List of data sources, models, and other resources (from the Item-by-Item Guidance: Climate Adaptation and Resilience or other) used for information about current Minnesota climate trends and how climate change is anticipated to affect the general location of the project during the life of the project (as detailed below in item 7. Climate Adaptation and Resilience). (see responses to Items 7 and 18) 6. Project Description: a. Provide the brief project summary to be published in the EQB Monitor, (approximately 50 words). Enclave is proposing the redevelopment of the former Macy’s Furniture Store site into 300,000 square feet of office/mixed use space and 460 multi-family residential units. The site is located on approximately eight acres on the east side of France Avenue north of Gallagher Drive in Edina, MN. b. Give a complete description of the proposed project and related new construction, including infrastructure needs. If the project is an expansion include a description of the existing facility. Emphasize: 1) construction, operation methods and features that will cause physical manipulation of the environment or will produce wastes, 2) modifications to existing equipment or industrial processes, 3) significant demolition, removal or remodeling of existing structures, and 4) timing and duration of construction activities Enclave (the developer) is proposing the redevelopment of the former Macy’s Furniture Store (project, site) in Edina, MN (Figures 1-3). The project is located the southeast portion of the City of Edina at 7235 France Ave South. The site totals eight acres and is comprised of one parcel (PID# 320282423004). The existing 80,000 square foot building will be demolished. The redevelopment will include four buildings with a total of 300,000 square feet of office/mixed use, 460 multi-family residential units, and parking (Figure 3): • Building A & B: 5-story, 150,000 square foot office building and parking each • Building C & D: 6-story, 230 multi-family residential units and parking each The development will be constructed in two phases beginning in the spring/early summer of 2024 (Phase I commencement) and spring/early summer of 2025 (Phase II commencement). Site preparation will begin in the spring/early summer of 2024 with the demolition of the existing building. Phase I is anticipated to be completed in the spring/early summer of 2026 while Phase II is anticipated to be completed in the summer/early fall of 2027. New utility infrastructure will be included as a part of this project including gas, electric, sanitary sewer, cable/internet, storm sewer, water, stormwater management, sidewalks and trail connections, internal roads and green space. Figure 1: Project Location Figure 2: USGS Map Figure 3: Concept Plan Figure 4: Existing Land Cover c. Project magnitude: Description Number Total Project Acreage 8 acres Linear project length NA Number and type of residential units 430 multi-family Residential building area (in square feet) 114,867 sf (footprint) Commercial building area (in square feet) 86,400 sf (footprint) Industrial building area (in square feet) NA Institutional building area (in square feet) NA Other uses – specify (in square feet) Structure height(s) 82-150 feet d. Explain the project purpose; if the project will be carried out by a governmental unit, explain the need for the project and identify its beneficiaries. The project will be carried out by a private developer. The project will provide market rate and affordable housing as well as areas of employment. e. Are future stages of this development including development on any other property planned or likely to happen? Yes X No If yes, briefly describe future stages, relationship to present project, timeline and plans for environmental review. f. Is this project a subsequent stage of an earlier project? Yes X No If yes, briefly describe the past development, timeline and any past environmental review. 7. Climate Adaptation and Resilience: a. Describe the climate trends in the general location of the project (see guidance: Climate Adaptation and Resilience) and how climate change is anticipated to affect that location during the life of the project. According to the MN DNR across the state, "Minnesota's climate already is changing rapidly and will continue to do so for the foreseeable future. Temperatures are increasing -- especially in winter -- and larger, more frequent extreme precipitation events are occurring. Substantial warming during winter and at night, increased precipitation, and heavier downpours already have affected our natural resources, and how we interact with and use them. The decades ahead will bring even warmer winters and nights, and even larger rainfalls, along with the likelihood of increased summer heat and the potential for longer dry spells."1 Projected climate change impacts to this specific site have been analyzed below, utilizing resources from the guidance document supplied by the Environmental Quality Board (EQB). Variables in this analysis include precipitation and temperature, storm intensity, floods, and extreme heat. Precipitation and Temperature: According to the Minnesota Climate Explorer mapping tool for Hennepin County, utilizing the mean model, the following Table demonstrates the changes expected on precipitation and temperature in the County. 1 https://www.dnr.state.mn.us/climate/climate_change_info/climate-trends.html Table 12: Estimated future precipitation and temperature changes Recent and Projected Future for Hennepin County: January- December, Mean Model Precipitation: Mean (in) Average temperature: Mean ( ̊F) Maximum Temperature: Mean ( ̊F) Minimum Temperature : Mean ( ̊F) 1980-1999 Modeled Present 31.61 45.28 51.97 38.71 2040-2059 Mid-Century (RCP 4.5) 32.12 48.87 55.82 42.14 2080-2099 Late-Century (RCP 4.5) 32.94 51.27 57.92 44.94 2080-2099 Late- Century (RCP 8.5) 35.7 55.03 61.46 49.13 These models generally predict that the project area will see more precipitation and warmer average, maximum and minimum temperatures. The mid-century (2040-2059) calculation is more relevant to the roadway portions of the project, given the 20-year life of improvement. The late-century (2080-2099) calculation is more relevant to the life of the structures for the project, given the 50-year expected life of the project. Storm Intensity: In the Edina area, according to the EPA’s CREATE: Storms map3, the scenarios demonstrate that by 2035, there will likely be an increase in 100-year storm intensity. With the ‘not as stormy’ scenario, by 2035, there may be a 2.9% increase and by 2060, there will be a 5.6% increase in 100-year storm intensity. In the ‘stormy’ scenario, by 2035, there may be a 13.7% increase and by 2060, a 26.6% increase in 100-year storm intensity. Generally, there is an expected increase in 100-year storm intensity, per the modelling. Floods: Risk Factor: Flood Factor Tool According to the Risk Factor: Flood Factor tool from the nonprofit First Street Foundation®, the city of Edina has a Minor Flood Factor risk overall. “There are 1,484 properties in Edina that have greater than a 26% chance of being severely affected by flooding over the next 30 years. This represents 14% of all properties in Edina.”4 Within the categories, residential and social facilities have moderate risk, commercial and road has minor risk, and critical infrastructure has minimal risk. Metropolitan Council Localized Flood Mapping Per the tool, “the interactive Localized Flood Map Screening Tool is intended for community use. The data is part of the regional Climate Vulnerability Assessment project for the Twin Cities metro area. Communities may use this tool to screen for potential surface or localized flooding locations. The Localized Flood Map Screening Tool was created using the State of Minnesota’s LiDAR elevation data from 2011.” Figure 5 shows the project area with respect to flooding risk associated with climate change. On the northern and western edges of the site, there are areas that have primary flood hazard in dark blue. The western side of the project also includes areas of secondary and tertiary flood hazard in blue and lighter blue. The teal area on the east side of the project indicates a shallow flood hazard.5 2 https://arcgis.dnr.state.mn.us/ewr/climateexplorer/main/historical 3 https://epa.maps.arcgis.com/apps/MapSeries/index.html?appid=3805293158d54846a29f750d63c6890e 4 https://riskfactor.com/city/garrison-mn/2723192_fsid/flood#flood_risk_overview 5 https://metrocouncil.maps.arcgis.com/apps/webappviewer/index.html?id=100fa3012dcc4e288a74cbf4d95027bf Figure 5: Flood Hazards from Climate Vulnerability Screening (Metropolitan Council Localized Flood Map Screening Tool) Extreme Heat EPA CREATE Map In the Edina area, the EPA’s CREATE: Extreme Heat map shows that the number of days over 100°F historically mapped. Where the project area is located, there has been one day in the project area historically over 100°F. By 2035, projections show the project area with three scenarios as follows: • in the Hot/Dry scenario, three days will be over 100°F; • in the central scenario, two days will be over 100°F; • in the warm/wet scenario, two days will be over 100°F.6 By 2060, the modeling of the scenarios show the following: • in the Hot/Dry scenario, eight days will be over 100°F; • in the central scenario, six days will be over 100°F; • in the warm/wet scenario, five days will be over 100°F.7 This indicates that the project area may see more extreme heat days in the future. University of Minnesota Heat Exposure Tool Heat Exposure mapping tools from the University of Minnesota show high composite sensitivity and moderate exposure scores for Hennepin County. These composite scores help to “visualize datasets that contribute to a community’s vulnerability, including sensitivity (i.e., demographic, socio-economic, health, and environmental variables) and exposure (i.e., temperature-related variables). Variables can be mapped individually or layered to develop a composite score.”8 High scores indicate high community vulnerability to extreme heat overall. The project area scores indicate community vulnerability to extreme heat. a. For each Resource Category in the table below: Describe how the project’s proposed activities and how the project’s design will interact with those climate trends. Describe proposed adaptations to address the project effects identified. Table 2: Proposed Activities and Climate Considerations Resource Category Climate Considerations Project Information Climate change risks and vulnerabilities Adaptations Project Design Aspects of the building architecture/materials choices and site design that may negatively affect urban heat island conditions in the area considering changing climate zones, temperature trends, and potential for extended heat waves • This site is in an area with risk of the urban heat island effect, increasing temperatures and precipitation, and increase storm intensity. The site is planned to have a buildings and paved parking • The project is proposing underground stormwater storage . The project may consider green infrastructure solutions, such as rain gardens, green roof, vegetation and vegetative buffer strips, tree trenches, cisterns, and other solutions. • The project will follow all applicable federal, state, 6 https://epa.maps.arcgis.com/apps/MapSeries/index.html?appid=3805293158d54846a29f750d63c6890e 7 https://epa.maps.arcgis.com/apps/MapSeries/index.html?appid=3805293158d54846a29f750d63c6890e 8 https://maps.umn.edu/climatehealthtool/heat_app/ surfaces. and local standards and regulations, as listed throughout this report. Land Use Any critical facilities (i.e. facilities necessary for public health and safety, those storing hazardous materials, or those with housing occupants who may be insufficiently mobile) that are proposed in floodplain areas and other areas identified as at risk for localized flooding; describe the risk potential considering changing precipitation and event intensity • Potential risk of future flooding in the project area due to increasing storm intensity. • The proposed land use is similar to the existing use (commercial) and is proposed to be commercial and residential. • The new land use will include residential and commercial structures that will use energy and create transportation needs. • The project is proposing underground stormwater storage. The project may consider green infrastructure solutions, such as rain gardens, green roof, vegetation and vegetative buffer strips, tree trenches, cisterns, and other solutions. • As practicable, the project will evaluate additional strategies beyond the BMPs described above to improve climate resiliency. • The project will follow all applicable federal, state, and local standards and regulations, as listed throughout this report. • This mixed-use project will utilize energy efficient appliances and fixtures, lighting, and efficient building practices. The apartment buildings will also consider provision of solar power on rooftops and electric vehicle charging stations. The project will also include a public trail connection on the north side of Subject property, connecting France to Centennial Lakes Promenade for non-vehicle trips. Water Resources Addressed in item 12 Contaminatio n/ Hazardous Materials/Wa stes Addressed in item 13. Fish, wildlife, plant communities, and sensitive ecological Addressed in item 14. resources (rare features) 8. Cover types: Estimate the acreage of the site with each of the following cover types before and after development: Cover Types Before (acres) After (acres) Wetlands and shallow lakes (<2 meters deep) 0 0 Deep lakes (>2 meters deep) 0 0 Wooded/forest 0 0 Rivers/streams 0 0 Brush/Grassland 0 0 Cropland 0 0 Livestock rangeland/pastureland 0 0 Lawn/landscaping 1.69 1.1 Green infrastructure TOTAL (from table below*) 0 0.03 Impervious surface 6.28 6.87 Stormwater Pond (wet sedimentation basin) 0 0 Other (describe) 0 0 TOTAL 8 8 Green Infrastructure* Before (acreage) After (acreage) Constructed infiltration systems (infiltration basins/infiltration trenches/ rainwater gardens/bioretention areas without underdrains/swales with impermeable check dams) 0 0 Constructed tree trenches and tree boxes 0 0.03 Constructed wetlands 0 0 Constructed green roofs 0 0 Constructed permeable pavements 0 0 Other (describe) 0 0 TOTAL* 0 0.03 Trees Percent Number Percent tree canopy removed or number of mature trees removed during development There are approximately 25 existing trees onsite Approximately 25 existing trees (100%) will be removed Number of new trees planted Trees will be planted around the site and within the central area. The number of trees to be planted will be determined through the plan review process. 9. Permits and approvals required: List all known local, state and federal permits, approvals, certifications and financial assistance for the project. Include modifications of any existing permits, governmental review of plans and all direct and indirect forms of public financial assistance including bond guarantees, Tax Increment Financing and infrastructure. All of these final decisions are prohibited until all appropriate environmental review has been completed. See Minnesota Rules, Chapter 4410.3100. Unit of Government Type of Application Status Federal US Army Corps of Engineers Section 404 Permit To be obtained, if needed State Pollution Control Agency NPDES/SDS Construction Stormwater Permit To be obtained Pollution Control Agency Sanitary Sewer Extension To be obtained Pollution Control Agency Response Action Plan/ Construction Contingency Plan review To be obtained, if needed Department of Health Watermain Extension Plan Review To be obtained Department of Natural Resources Water Appropriation (Construction Dewatering) Permit To be obtained, if needed Local City of Edina Site Plan Review To be obtained City of Edina Right of Way Permit To be obtained City of Edina Demolition Permit To be obtained City of Edina Sewer & Water Connection & Repair Permit To be obtained City of Edina Grading Permit To be obtained City of Edina Conditional Use Permit To be obtained Met Council Sanitary Sewer Extension (Regional Review) To be obtained Nine Mile Creek Watershed District Watershed District Permit To be obtained Hennepin County Approval of France Avenue underpass To be obtained Cumulative potential effects may be considered and addressed in response to individual EAW Item Nos. 10-20, or the RGU can address all cumulative potential effects in response to EAW Item No.22. If addressing cumulative effect under individual items, make sure to include information requested in EAW Item No. 21. 10. Land use: a. Describe: i. Existing land use of the site as well as areas adjacent to and near the site, including parks and open space, cemeteries, trails, prime or unique farmlands. Existing land use is a commercial lot containing an 80,000 square foot single story building (former Macy’s Furniture Store) that is surrounded by parking lot. France Avenue South is adjacent to on the western edge of the project site while grocery, mixed use, and retail areas are adjacent to the north and south of the project site. Open space/parkland include the Edina Promenade which is adjacent to the project site to the east, a portion of Centennial Lakes Park which is adjacent on the southeast corner of the project site and Nine Mile Creek Regional trail that runs east/west on the southern edge of the project site (Figure 6). The open space/parkland (Edina Promenade) offers trails that connect nearby Centennial Lakes Park and Nine Mile Creek Regional Trail to residential, retail, and parks in the surrounding area. Figure 6: Parks and Trails ii. Plans. Describe planned land use as identified in comprehensive plan (if available) and any other applicable plan for land use, water, or resources management by a local, regional, state, or federal agency. The City of Edina’s 2040 Comprehensive plan describes the site and surrounding area as a “potential change area”. This means the area has the capacity to support new growth in the form of housing and job-generating uses and has infrastructure to support this is change. The area the site is within is known as “The Greater Southdale District.” The guidelines for development in this area calls for more compact buildings, structured parking, and stronger focus on transit supportive densities. This may include some mixed- use elements compatible with residential development such as small-scale retail, services, and institutional uses. iii. Zoning, including special districts or overlays such as shoreland, floodplain, wild and scenic rivers, critical area, agricultural preserves, etc. The project site is currently zoned Planned Commercial (PCD-3) and within the building height overlay district HOD-8 that specifies a maximum height of 8 stories or 96 feet, whichever is greater (Figure 7). The site is not within a FEMA floodplain or any additional special districts or overlay. iv. If any critical facilities (i.e. facilities necessary for public health and safety, those storing hazardous materials, or those with housing occupants who may be insufficiently mobile) are proposed in floodplain areas and other areas identified as at risk for localized flooding, describe the risk potential considering changing precipitation and event intensity. Not applicable Figure 7: Zoning Map b. Discuss the project’s compatibility with nearby land uses, zoning, and plans listed in Item 10a above, concentrating on implications for environmental effects. The proposed project aligns with the land use plans, goals, and policies that are outlined in the City of Edina’s Comprehensive Plan for The Greater Southdale District. The proposed 300,000 square ft of office/mixed use space and 460 multi-family residential units provide compact buildings, structured parking, and a strong focus on transit supportive densities as described in the City’s Comprehensive Plan. The project plan includes incorporating the adjacent Centennial Lakes/Edina Promenade with walk-up units, pathways, and a dedicated portion of land for an extension of the Promenade. In addition, the developer is proposing to connect France Avenue to the Promenade with a new pedestrian/bicycle connection. This area is within close proximity to grocery and shopping areas. These considerations connect the site to key destinations within walkable distances, reducing dependance on cars which is identified as an areawide goal in the City’s Comprehensive Plan. c. Identify measures incorporated into the proposed project to mitigate any potential incompatibility as discussed in Item 10b above and any risk potential. The proposed project is compatible with the zoning and plans described in the City’s Comprehensive Planning document. Building heights are anticipated to be between 82 – 150 feet. Building heights that exceed 96 feet will need to obtain a Conditional Use Permit. 11. Geology, soils and topography/land forms: a. Geology - Describe the geology underlying the project area and identify and map any susceptible geologic features such as sinkholes, shallow limestone formations, unconfined/shallow aquifers, or karst conditions. Discuss any limitations of these features for the project and any effects the project could have on these features. Identify any project designs or mitigation measures to address effects to geologic features. Bedrock under the project site is consolidated marine sedimentary rock known as the St. Peter Sandstone. There are no susceptible geologic features on site or nearby and no anticipated effects to geologic features expected as a part of this project. b. Soils and topography - Describe the soils on the site, giving NRCS (SCS) classifications and descriptions, including limitations of soils. Describe topography, any special site conditions relating to erosion potential, soil stability or other soils limitations, such as steep slopes, highly permeable soils. Provide estimated volume and acreage of soil excavation and/or grading. Discuss impacts from project activities (distinguish between construction and operational activities) related to soils and topography. Identify measures during and after project construction to address soil limitations including stabilization, soil corrections or other measures. Erosion/sedimentation control related to stormwater runoff should be addressed in response to Item 12.b.ii. The NCRS web soil survey maps Urban land, with 0 to 8 percent slopes as soil units on site. Urban land soils are fill material from surrounding upland, and gravel pits. The topography of the site is relatively flat with an elevation across the site of approximately 857 feet above sea level. Soil borings taken on-site reveal Urban land, or fill material, at a depth of 7-28 feet across the project site underlain with poorly graded sand-silt identified as glacial till. The new foundation will be approximately 10-25 feet below existing grade and will land on native soils or engineered fill following a soil correction. Based on existing soil boring data at the site, the correction depth could extend up to 6 feet below the proposed footings. The site is currently developed with buildings and impervious surface. Demolition of existing development will disturb soils. Erosion and sediment control BMPs would be implemented during demolition and construction as outlined in the stormwater pollution prevention plan (SWPPP). BMPs may include but are not limited to erosion control blankets, silt fencing, and stormwater inlet control structures. NOTE: For silica sand projects, the EAW must include a hydrogeologic investigation assessing the potential groundwater and surface water effects and geologic conditions that could create an increased risk of potentially significant effects on groundwater and surface water. Descriptions of water resources and potential effects from the project in EAW Item 12 must be consistent with the geology, soils and topography/land forms and potential effects described in EAW Item 11. 12. Water resources: a. Describe surface water and groundwater features on or near the site in a.i. and a.ii. below. i. Surface water - lakes, streams, wetlands, intermittent channels, and county/judicial ditches. Include any special designations such as public waters, shoreland classification and floodway/floodplain, trout stream/lake, wildlife lakes, migratory waterfowl feeding/resting lake, and outstanding resource value water. Include the presence of aquatic invasive species and the water quality impairments or special designations listed on the current MPCA 303d Impaired Waters List that are within 1 mile of the project. Include DNR Public Waters Inventory number(s), if any. The DNR National Wetland Inventory (NWI) shows one wetland adjacent to the project area (Figure 8). It is classified as a PUBHx, Freshwater Pond that has been excavated. It is a 2.94- acre pond adjacent to the site in the southeast corner of the parcel. Both Lake Cornelia (PWI 28P), Lake Edina (PWI 29P), one unnamed public water (PWI1079P) and are located within 1 mile from the project area. Both Lake Cornelia and Lake Edina are impaired for nutrients. According to the DNR, Lake Edina has also been listed as an infested water body because it contains Eurasian watermilfoil. Figure 8: Surface Waters ii. Groundwater – aquifers, springs, seeps. Include: 1) depth to groundwater; 2) if project is within a MDH wellhead protection area; 3) identification of any onsite and/or nearby wells, including unique numbers and well logs if available. If there are no wells known on site or nearby, explain the methodology used to determine this. Based on a geotechnical report for the site, groundwater is about 35-40 feet below the surface. Based on the Minnesota Hydrogeology Atlas, the depth to groundwater varies from 10 to 30 feet. Based on the Minnesota Department of Health Source Water Protection Web Map Viewer, the site is located in Low to Moderate Vulnerability portions of the Edina and Bloomington Drinking Water Supply Management Areas (DWSMAs). Based on the Minnesota Well Index, there are no wells on site, and there are two active wells (Unique Well IDs 206182 and 272558) within 150 feet of the site to the northwest across France Avenue. b. Describe effects from project activities on water resources and measures to minimize or mitigate the effects in Item b.i. through Item b.iv. below. i. Wastewater - For each of the following, describe the sources, quantities and composition of all sanitary, municipal/domestic and industrial wastewater produced or treated at the site. 1) If the wastewater discharge is to a publicly owned treatment facility, identify any pretreatment measures and the ability of the facility to handle the added water and waste loadings, including any effects on, or required expansion of, municipal wastewater infrastructure. Wastewater will discharge to the City of Edina sanitary sewer system for conveyance to the Metropolitan Council Environmental Services (MCES) regional collection and treatment system. As shown on Figure 9, there is an existing trunk sanitary sewer that crosses through the northeast corner of the site that will need to be relocated along the boundary of the site or along internal streets. In the Southeast Edina Sanitary Sewer Preliminary Engineering Report dated April 2017, the projected flows in this trunk sanitary sewer were approaching its capacity. The number of SAC units assumed in that study should be verified for agreement with this EAW, and the existing pipe slopes should be verified to ensure that the proposed realignment can maintain minimum slope and adequate capacity. Wastewater will flow via city sanitary sewers to MCES Meter 129 and Interceptor 1- RF-491 and then through the MCES regional collection system to the Metropolitan Wastewater Treatment Plant (Metro WWTP). The Metro WWTP has a capacity of 314 million gallons per day (MGD) and receives 177 MGD as of March 2023. No pretreatment is necessary for the proposed development. The projected wastewater flow from the proposed development is detailed below. Table 3: Projected Wastewater Flows Land Use SAC Units Unit Flow (gpd/unit) Average Flow (gpd) Peak Factor Peak Hourly Flow (gpd) Office/Mixed Use 113* 180 20,340 Multi-Family Residential 460 180 82,800 Total 103,140 4.0 412,560 *Office SAC units based on 300,000 SF and 2,650 SF/SAC. 2) If the wastewater discharge is to a subsurface sewage treatment systems (SSTS), describe the system used, the design flow, and suitability of site conditions for such a system. If septic systems are part of the project, describe the availability of septage disposal options within the region to handle the ongoing amounts generated as a result of the project. Consider the effects of current Minnesota climate trends and anticipated changes in rainfall frequency, intensity and amount with this discussion. Not applicable. 3) If the wastewater discharge is to surface water, identify the wastewater treatment methods and identify discharge points and proposed effluent limitations to mitigate impacts. Discuss any effects to surface or groundwater from wastewater discharges, taking into consideration how current Minnesota climate trends and anticipated climate change in the general location of the project may influence the effects. Not applicable. Figure 9 : Existing Sanitary Sewer and Water Utilities ii. Stormwater - Describe changes in surface hydrology resulting from change of land cover. Describe the routes and receiving water bodies for runoff from the project site (major downstream water bodies as well as the immediate receiving waters). Discuss environmental effects from stormwater discharges on receiving waters post construction including how the project will affect runoff volume, discharge rate and change in pollutants. Consider the effects of current Minnesota climate trends and anticipated changes in rainfall frequency, intensity and amount with this discussion. For projects requiring NPDES/SDS Construction Stormwater permit coverage, state the total number of acres that will be disturbed by the project and describe the stormwater pollution prevention plan (SWPPP), including specific best management practices to address soil erosion and sedimentation during and after project construction. Discuss permanent stormwater management plans, including methods of achieving volume reduction to restore or maintain the natural hydrology of the site using green infrastructure practices or other stormwater management practices. Identify any receiving waters that have construction-related water impairments or are classified as special as defined in the Construction Stormwater permit. Describe additional requirements for special and/or impaired waters. Existing Conditions Existing land use is a commercial lot containing an 80,000 square foot single story building (former Macy’s Furniture Store) that is surrounded by parking lot. France Avenue South is adjacent to on the western edge of the project site while grocery, mixed use, and retail areas are adjacent to the north and south of the project site. Open space/parkland (Edina Promenade) is adjacent to the project site to the east and a portion of Centennial Lakes Park is adjacent on the southeast corner of the project site. Under existing conditions, the property’s storm water is piped to the east and ultimately drains to the wetland complex and Centennial Lake. The site is primarily impervious surface without any stormwater treatment. Proposed Conditions It is estimated that the development will need approximately 93,000 cubic feet of stormwater storage to meet City and Nine Mile Creek Watershed District requirements. This is proposed to be accomplished through an underground stormwater treatment system. The site is within the Nine Mile Creek Watershed District (NMWD). NMWD rules will require the site to meet volume management control via infiltration, water quality, and rate control. The initial Geotech borings show layers of silty sand, clay and fill down to underlying poorly graded soil sands. Based on these soil types, volume management will be met through infiltration which will also allow for water quality to be met. Rate control will be met through the existing impervious coverage and lack of any on site stormwater management devices existing on site. The site does not drain to an impaired water within one mile of the site. As discussed in Item 7 of the EAW, the Edina area will likely see an increase in 100-year storm intensity associated with changing climate trends. This has the potential to increase temporary flooding in open spaces and ponding areas in the vicinity of the site. iii. Water appropriation - Describe if the project proposes to appropriate surface or groundwater (including dewatering). Describe the source, quantity, duration, use and purpose of the water use and if a DNR water appropriation permit is required. Describe any well abandonment. If connecting to an existing municipal water supply, identify the wells to be used as a water source and any effects on, or required expansion of, municipal water infrastructure. Discuss environmental effects from water appropriation, including an assessment of the water resources available for appropriation. Discuss how the proposed water use is resilient in the event of changes in total precipitation, large precipitation events, drought, increased temperatures, variable surface water flows and elevations, and longer growing seasons. Identify any measures to avoid, minimize, or mitigate environmental effects from the water appropriation. Describe contingency plans should the appropriation volume increase beyond infrastructure capacity or water supply for the project diminish in quantity or quality, such as reuse of water, connections with another water source, or emergency connections. Geotechnical information for the site indicates that groundwater appears to be approximately 35-40 feet below the surface. If the construction of utilities and building foundations require dewatering, a temporary water appropriation permit for construction dewatering would be required under DNR General Permit 1997-0005. The site will connect to and receive its water supply from the City of Edina water supply system via existing 8-inch, 10-inch and 12-inch diameter watermains on the western, southern, and eastern boundaries of the site. Based on the City’s Water Supply Plan dated January 2020, the average day demand from 2012 to 2017 was 6.5 million gallons per day (MGD), and the max day demand was 14 MGD. The system’s total well capacity is 25 MGD, treatment capacity is 16 MGD, and storage capacity is 7 MG. The existing well and treatment capacity can accommodate the additional max day demand detailed below, and the existing storage capacity can accommodate the additional average day demand detailed below. Table 4: Projected water use Land Use Units Unit Demand (gpd/unit) Average Day Demand (gpd) Peak Factor Max Day Demand (gpd) Office/Mixed Use 113 225 25,425 Multi-Family Residential 460 225 103,500 Total 128,925 2.25 290,081 iv. Surface Waters a) Wetlands - Describe any anticipated physical effects or alterations to wetland features such as draining, filling, permanent inundation, dredging and vegetative removal. Discuss direct and indirect environmental effects from physical modification of wetlands, including the anticipated effects that any proposed wetland alterations may have to the host watershed, taking into consideration how current Minnesota climate trends and anticipated climate change in the general location of the project may influence the effects. Identify measures to avoid (e.g., available alternatives that were considered), minimize, or mitigate environmental effects to wetlands. Discuss whether any required compensatory wetland mitigation for unavoidable wetland impacts will occur in the same minor or major watershed and identify those probable locations. No wetlands are present at the site and one wetland is located on the adjacent site to the southeast of the project in Centennial Lakes Park. Direct impacts to wetlands are not expected to occur as a part of this project. Erosion and sediment control BMPs would be implemented during demolition and construction as required in the stormwater pollution prevention plan (SWPPP) to prevent indirect impacts to wetlands adjacent to the site. BMPs may include but are not limited to erosion control blankets, silt fencing, and stormwater inlet control structures. b) Other surface waters- Describe any anticipated physical effects or alterations to surface water features (lakes, streams, ponds, intermittent channels, county/judicial ditches) such as draining, filling, permanent inundation, dredging, diking, stream diversion, impoundment, aquatic plant removal and riparian alteration. Discuss direct and indirect environmental effects from physical modification of water features, taking into consideration how current Minnesota climate trends and anticipated climate change in the general location of the project may influence the effects. Identify measures to avoid, minimize, or mitigate environmental effects to surface water features, including in-water Best Management Practices that are proposed to avoid or minimize turbidity/sedimentation while physically altering the water features. Discuss how the project will change the number or type of watercraft on any water body, including current and projected watercraft usage. No surface water features are located within the project area or adjacent to the project site. Impacts to surface waters from this project are not anticipated. 13. Contamination/Hazardous Materials/Wastes: a. Pre-project site conditions - Describe existing contamination or potential environmental hazards on or in close proximity to the project site such as soil or ground water contamination, abandoned dumps, closed landfills, existing or abandoned storage tanks, and hazardous liquid or gas pipelines. Discuss any potential environmental effects from pre- project site conditions that would be caused or exacerbated by project construction and operation. Identify measures to avoid, minimize or mitigate adverse effects from existing contamination or potential environmental hazards. Include development of a Contingency Plan or Response Action Plan. A Draft Phase I Environmental Site Assessment (ESA) was prepared for the site. The Draft Phase I ESA was dated February 22, 2023 and prepared by Braun Intertec Corporation. Based on the results of the Draft Phase I ESA, two sites on or adjacent to the site were identified as recognized environmental conditions (RECs) (Figure 10). The following recognized environmental conditions (RECs) were identified for the site: 1) The site was historically used as a gravel mine from approximately 1947 to 1966. The former mining activities appeared to mainly occur along the northern and southern edges of the site. Based on a review of previous environmental reports related to the adjoining property located north of the site, fill soil was present up to 30 feet and included concrete, wood, and other debris. Therefore, there is a potential for soil, groundwater, and/or soil vapor impacts at the site related to the import of fill soil from unknown sources. 2) From approximately 1947 to 1966, a gravel pit operation was located at the adjoining property located north of the site. The adjoining property has documented soil contamination and has since been redeveloped under the oversight of the MPCA’s Brownfields Program. However, it does not appear that groundwater samples were collected at the adjoining property during redevelopment. Although the adjoining property to the north has been remediated and redeveloped, there remains a potential that contamination may have caused impacts to the soil, groundwater, and/or soil vapor at the site. Based on the review of the RECs on or adjacent to the site, there is potential to encounter contaminated soil, groundwater, and/or soil vapor at the proposed project. A Phase II ESA will be completed and a Response Action Plan (RAP) and/or Construction Contingency Plan (CCP) may need to be developed for the proper management of contamination and/or regulated materials encountered during reconstruction. Figure 10: Potential Contamination Areas b. Project related generation/storage of solid wastes - Describe solid wastes generated/stored during construction and/or operation of the project. Indicate method of disposal. Discuss potential environmental effects from solid waste handling, storage and disposal. Identify measures to avoid, minimize or mitigate adverse effects from the generation/storage of solid waste including source reduction and recycling. Prior to site redevelopment, the removal/demolition of site structures will occur. State and Federal law requires a pre-demolition inspection consisting of but not limited to, an asbestos survey, lead paint sampling, and a regulated materials inventory. Regulated materials will be handled appropriately and remaining general demolition debris will need to be hauled to a licensed demolition landfill. Beneficial reuse and recycling of materials should be considered to minimize demolition waste. If asbestos is encountered in the pre-demolition inspection, asbestos abatement procedures and clearance levels will follow up-to-date MPCA, MDH, and EPA guidelines. Project activities will generate wastes and debris typical of construction operations. All waste and unused materials will be properly contained and disposed of off-site in conformance with state and local standards. After construction, garbage/recycling for residential and commercial tenants will be provided through garbage services offered by the City. c. Project related use/storage of hazardous materials - Describe chemicals/hazardous materials used/stored during construction and/or operation of the project including method of storage. Indicate the number, location and size of any new above or below ground tanks to store petroleum or other materials. Indicate the number, location, size and age of existing tanks on the property that the project will use. Discuss potential environmental effects from accidental spill or release of hazardous materials. Identify measures to avoid, minimize or mitigate adverse effects from the use/storage of chemicals/hazardous materials including source reduction and recycling. Include development of a spill prevention plan. Products, materials, or wastes typical of construction sites will be present during the construction of this project (e.g., gasoline, diesel fuel, oil, hydraulic fluid, portable toilets, etc.). To ensure compliance with the NPDES/SDS Construction Stormwater permit, products that have the potential to leach pollutants will be stored under cover; hazardous materials will be stored in sealed containers and will have secondary containment to prevent spills, solid wastes will be collected and disposed of properly, and vehicle and equipment washing will not be allowed on site. d. Project related generation/storage of hazardous wastes - Describe hazardous wastes generated/stored during construction and/or operation of the project. Indicate method of disposal. Discuss potential environmental effects from hazardous waste handling, storage, and disposal. Identify measures to avoid, minimize or mitigate adverse effects from the generation/storage of hazardous waste including source reduction and recycling The proposed project is not expected to generate any hazardous wastes during construction or operation. If hazardous wastes are generated by the contractor, it will be the responsibility of the contractor to recycle and/or dispose of the waste in accordance with local, State, and Federal regulations. 14. Fish, wildlife, plant communities, and sensitive ecological resources (rare features): a. Describe fish and wildlife resources as well as habitats and vegetation on or in near the site. Existing landcover within the project area is mostly comprised of existing structure and impervious surfaces (parking lot). A small number of trees are located on the east side of the parcel. These trees may serve as habitat for passerine birds and small mammals such as squirrels and raccoons but provide limited habitat in a fully developed area. Of the areas not covered in impervious surfaces are turfgrass. Centennial Lake and a park are located within 200 feet of the southern corner of this parcel. The lake was surveyed by the DNR most recently in 2011. A total of seven species were captured (black bullhead, green sunfish, hybrid sunfish, bluegill sunfish, black crappie, northern pike and pumpkinseed). This lake is stocked annually through the Fishing in the Neighborhood (FiN) Program and is managed as a “put and take” fishery to promote urban angling. b. Describe rare features such as state-listed (endangered, threatened or special concern) species, native plant communities, Minnesota Biological Survey Sites of Biodiversity Significance, and other sensitive ecological resources on or within close proximity to the site. Provide the license agreement number (LA- ) and/or correspondence number (MCE 2023-00246) from which the data were obtained and attach the Natural Heritage Review letter from the DNR. Indicate if any additional habitat or species survey work has been conducted within the site and describe the results. The DNR has provided a Natural Heritage Review and the letter in included in Appendix A. This review indicates that Blanding’s turtles have been reported in the vicinity of the area. However, given the current land use in the project area, impacts to turtles are not anticipated. A review of the US Fish and Wildlife’s Information for Planning and Consultation (IPaC) indicated this parcel could potentially observe one federally endangered mammal (Northern Long-Eared Bat), one proposed endangered mammal (Tricolored Bat), one endangered insect (Rusty Patched Bumble Bee), and one candidate insect (Monarch butterfly). No critical habitats are located on this parcel. There were no Minnesota Biological Survey (MBS) Sites of Biological Significance found in this project area. No DNR Native Plant Communities were found on this site. Furthermore, this project area does not include any DNR Old Growth Stands, Minnesota Prairie Conservation Plans, or Important Bird Areas. Rusty Patched Bumblebees have also been sighted within one mile of this parcel. However, existing vegetation provides little or no forage that is preferred by this insect. c. Discuss how the identified fish, wildlife, plant communities, rare features and ecosystems may be affected by the project including how current Minnesota climate trends and anticipated climate change in the general location of the project may influence the effects. Include a discussion on introduction and spread of invasive species from the project construction and operation. Separately discuss effects to known threatened and endangered species. This site currently contains minimal to no suitable habitat for wildlife or threatened/endangered species. The development of the site may have the potential for bird strikes with vertical walls and glass panels on the buildings. This would be more problematic during periods of migration. Removal of trees could reduce habitat for bats species. However, there is generally not suitable habitat within the site for bats. All construction machinery should be cleaned of soil and vegetation from previous job sites and should be cleaned thoroughly upon completion of work on this parcel to prevent seeds from being transported onto this site or away from it. As Minnesota climate changes, habitat that resembles southerly latitudes may make nearby habitat suitable to different species than what exist currently. d. Identify measures that will be taken to avoid, minimize, or mitigate the adverse effects to fish, wildlife, plant communities, ecosystems, and sensitive ecological resources. Wildlife The NHIS review revealed the records of Blanding’s turtles near the site. However, there is no suitable habitat within the site. If Blanding’s turtles are found on site, they will be left undisturbed unless they are in imminent danger, at which point they will be moved to safety. Construction silt fence will be used to keep turtles and other reptiles and amphibians out of construction areas. Trenches used for utility installation will be inspected prior to backfilling to avoid animal entrapment. Fisheries: A sediment fence will need to be installed to prevent erosion of site soils into stormwater drainage. This should minimize impacts to the nearby Centennial Lake. Invasive species Project phasing of soil disturbance will be used to prevent the spread of invasive species if they exist on site. The US Department of Agriculture’s National Invasive Species Information Center, Minnesota Department of Agriculture (MDA), and the DNR provide information regarding BMPs to prevent the spread of noxious weeds and invasive species. Appropriate actions such as cleaning equipment, destroying existing invasive species, and limiting soil disturbance in areas of known invasive species will limit the spread and contamination of other areas of the project site. If necessary, spraying invasive species with an herbicide may be necessary for control, especially in locations of soil grading and stockpiling between project phases. 15. Historic properties: Describe any historic structures, archeological sites, and/or traditional cultural properties on or in close proximity to the site. Include: 1) historic designations, 2) known artifact areas, and 3) architectural features. Attach letter received from the State Historic Preservation Office (SHPO). Discuss any anticipated effects to historic properties during project construction and operation. Identify measures that will be taken to avoid, minimize, or mitigate adverse effects to historic properties. The State Historic Preservation Office (SHPO) did not list any historic structures, archeological sites, and/or traditional cultural properties on or in close proximity to the site (Appendix A). Additionally, review of the City of Edina’s Historic Property site map did not show any significant sites on or near the project site. 16. Visual: Describe any scenic views or vistas on or near the project site. Describe any project related visual effects such as vapor plumes or glare from intense lights. Discuss the potential visual effects from the project. Identify any measures to avoid, minimize, or mitigate visual effects. The project site adjoins the Centennial Lakes Park and Edina Promenade, an open space/parkland that offers access to other nearby parks, residential, and retail in the surrounding area. However, this open space/parkland is currently obscured from view by France Avenue users by the existing commercial structure on site. 17. Air: a. Stationary source emissions - Describe the type, sources, quantities and compositions of any emissions from stationary sources such as boilers or exhaust stacks. Include any hazardous air pollutants, criteria pollutants. Discuss effects to air quality including any sensitive receptors, human health or applicable regulatory criteria. Include a discussion of any methods used assess the project’s effect on air quality and the results of that assessment. Identify pollution control equipment and other measures that will be taken to avoid, minimize, or mitigate adverse effects from stationary source emissions. The project will not have any stationary source emissions. b. Vehicle emissions - Describe the effect of the project’s traffic generation on air emissions. Discuss the project’s vehicle-related emissions effect on air quality. Identify measures (e.g. traffic operational improvements, diesel idling minimization plan) that will be taken to minimize or mitigate vehicle-related emissions. The EPA has identified a group of 93 compounds emitted from mobile sources that are listed in their Integrated Risk Information System (IRIS). In addition, the EPA identified seven compounds with significant contributions from mobile sources that are among the national and regional-scale cancer risk drivers. These are acrolein, benzene, 1, 3-butadiene, diesel particulate matter, plus diesel exhaust organic gases (diesel PM), formaldehyde, naphthalene, and polycyclic organic matter. While Federal Highway Administration (FHWA) considers these the priority mobile source air toxics, the list is subject to change and may be adjusted in consideration of future EPA rules. EPA rule requires controls that will dramatically decrease Mobile Source Air Toxin (MSAT) emissions through cleaner fuels and cleaner engines. For this EAW, the amount of MSAT emitted would be proportional to the average daily traffic (ADT). The ADT estimated for the proposed site development is higher than that for the no build condition because the project involves new development that produces additional trips. This increase in ADT means MSAT under the build scenarios would probably be higher than the no build condition in the project area. There could also be localized differences in MSAT from indirect effects of the project such as associated access traffic, emissions of evaporative MSAT (e.g., benzene) from parked cars, and emissions of diesel particulate matter from delivery trucks. Travel to other destinations would be reduced with subsequent decreases in emissions at those locations. For the proposed site development, emissions are virtually certain to be lower than present levels in the design year as a result of EPA's national control programs that are projected to reduce annual MSAT emissions by 72 percent from 1999 to 2050, as shown in the following graph. The magnitude of the EPA-projected reductions is so great (even after accounting for ADT growth) that MSAT emissions in the project area are likely to be lower in the future than they are today. NATIONAL MSAT EMISSION TRENDS 1999 - 2050 FOR VEHICLES OPERATING ON ROADWAYS USING EPA's MOBILE6.2 MODEL Note: (1) Annual emissions of polycyclic organic matter are projected to be 561 tons/yr for 1999, decreasing to 373 tons/yr for 2050. (2) Trends for specific locations may be different, depending on locally derived information representing vehicle-miles travelled, vehicle speeds, vehicle mix, fuels, emission control programs, meteorology, and other factors Source: U.S. Environmental Protection Agency. MOBILE6.2 Model run 20 August 2009. In summary, it is expected there will be slightly higher MSAT emissions in the project area with the project relative to the no build condition due to increased ADT. There also could be increases in MSAT levels in a few localized areas where ADT increases. However, the EPA's vehicle and fuel regulations will bring about lower MSAT levels in the future when compared to today. c. Dust and odors - Describe sources, characteristics, duration, quantities, and intensity of dust and odors generated during project construction and operation. (Fugitive dust may be discussed under item 17a). Discuss the effect of dust and odors in the vicinity of the project including nearby sensitive receptors and quality of life. Identify measures that will be taken to minimize or mitigate the effects of dust and odors. During construction, particulate emissions will temporarily increase due to generation of fugitive dust. Construction dust control is required to be in conformance with City ordinances and the NPDES Construction Stormwater permit. The construction and operation of the proposed site development is not anticipated to involve processes that would generate odors. 18. Greenhouse Gas (GHG) Emissions/Carbon Footprint a. GHG Quantification: For all proposed projects, provide quantification and discussion of project GHG emissions. Include additional rows in the tables as necessary to provide project-specific emission sources. Describe the methods used to quantify emissions. If calculation methods are not readily available to quantify GHG emissions for a source, describe the process used to come to that conclusion and any GHG emission sources not included in the total calculation This GHG analysis took into account the existfng use and the proposed uses. Data sources included the EPA Simplified GHG Emission Calculator, US EPA Energy Star Portiolio Manager Target Finder, and other sources as noted. The analysis included energy use for the buildings, waste generatfon, and traffic and vehicles antfcipated with the project. Per the tables in Appendix B, the project’s predicted net GHG emissions are estfmated at 5,572 CO2e (metric tons per year). For purposes of this analysis, the expected improvement for the development is expected at 50 years, which gives a total 50-year CO2 (metric tons per year) of 278,600 over the life of the development. The building will likely last much longer than 50 years. More detailed analysis can be found in Appendix B. b. GHG Assessment i. Describe any mitigation considered to reduce the project’s GHG emissions. At this phase in project development the plans are in the concept level so exploratfon of potentfal mitfgatfon practfces is dependent on further development planning and design. In initfal designs, the project developers plan to include solar power on rooftops and electric vehicle charging statfons. The project will also increase housing density, with shops, restaurants and amenitfes onsite and nearby to allow for walking, biking or public transit, especially with the connectfon and expansion of the Centennial Lakes Promenade. It will also include live-work units to encourage multfple uses onsite for residents to reduce commutfng vehicle miles travelled. The project is proposing stormwater storage with an Arch Chamber System and Storm Trap. The project may consider green infrastructure solutfons, such as rain gardens, green roof, vegetatfon and vegetatfve buffer strips, tree trenches, cisterns, and other solutfons. The project will follow all applicable federal, state, and local standards and regulatfons as required, as listed throughout this report. ii. Describe and quantify reductions from selected mitigation, if proposed to reduce the project’s GHG emissions. Explain why the selected mitigation was preferred. This informatfon is not known at this phase in the project development, due to the very preliminary designs. Generally, this development will provide a mix of uses, and it is generally understood that “Mixed-use zones, which allow retail and commercial establishments near housing, allow people to drive less and thus emit fewer greenhouse gases.”9 In additfon, there will be mitfgatfon of GHG emissions from the rooftop solar. The project may consider additfonal mitfgatfon strategies as it contfnues to move through the design process. iii. Quantify the proposed projects predicted net lifetime GHG emissions (total tons/#of years) and how those predicted emissions may affect achievement of the Minnesota Next Generation Energy Act goals and/or other more stringent state or local GHG reduction goals. 9 https://www.huduser.gov/portal/periodicals/em/Summer22/highlight2.html Minnesota’s Next Generatfon Energy Act requires the state to reduce greenhouse gas emissions in the state by 80% between 2005 and 2050, while supportfng clean energy, energy efficiency, and supplementfng other renewable energy standards in Minnesota. Edina’s greenhouse gas emission goals in the City’s Climate Actfon Plan target “a reductfon in City operatfons and community-wide emissions by 45 percent below 2019 levels and achieve net zero emissions by 2050, in line with the 2015 global Paris Agreement.” Per the tables in Appendix B, the project’s predicted net GHG emissions are estfmated at 5,572 CO2e (metric tons per year). The project will increase housing density and provide a mix of uses onsite and connect to many modes of transportatfon besides single occupancy vehicle travel. In the Edina Climate Actfon Plan, this type of mixed-use development and solar energy will contribute to the Transportatfon & Land Use and Buildings & Energy strategies and related goals. This project will work to implement any applicable state or local GHG goals as required. 19. Noise Describe sources, characteristics, duration, quantities, and intensity of noise generated during project construction and operation. Discuss the effect of noise in the vicinity of the project including 1) existing noise levels/sources in the area, 2) nearby sensitive receptors, 3) conformance to state noise standards, and 4) quality of life. Identify measures that will be taken to minimize or mitigate the effects of noise. Existing sources of noise are surrounding roadways including France Avenue. The area is fully developed and there are no nearby sensitive receptors. During construction, noise levels will temporarily increase and vary in intensity based on the types of construction equipment being used. To minimize the effects of this noise, construction will be limited to daytime hours consistent with the City’s construction and noise ordinances. In addition, construction equipment will be fitted with mufflers that would be maintained throughout the construction process. Table 5: Typical Roadway Construction Equipment Noise Levels at 50 Feet Equipment Type Manufacturers Sampled Total Number of Models in Sample Peak Noise Level Range Average Backhoe 5 6 74-92 83 Front Loader 5 30 75-96 85 Dozer 8 41 65-95 85 Grader 3 15 72-92 84 Scraper 2 27 76-98 87 Pile Driver N/A N/A 95-105 101 Source: United States Environmental Protection Agency and Federal Highway Administration Following construction, noise in the area will be typical of a mixed-use development. Additional traffic added to surrounding roadways is not expected to generate noise to a degree with would exceed noise standards or diminish quality of life for people living or working nearby. 20. Transportation a. Describe traffic-related aspects of project construction and operation. Include: 1) existing and proposed additional parking spaces, 2) estimated total average daily traffic generated, 3) estimated maximum peak hour traffic generated and time of occurrence, 4) indicate source of trip generation rates used in the estimates, and 5) availability of transit and/or other alternative transportation modes. The proposed site is located on the east side of France Avenue (County State Aid Highway [CSAH] 17) between 72nd Street and Gallagher Drive. The existing site consists of the former Macy’s Furniture Store including associated parking. The existing 80,000 square foot building and parking spaces will be demolished. The redevelopment of the site will include a total of 300,000 square feet of office/mixed use, 460 multi-family residential units, and 1,814 parking spaces. Access to the site will be provided on France Avenue at two existing locations on France Avenue at Gallagher Drive and the existing Business Access. Development of the concept plan is anticipated to generate 5,340 daily, 626 AM peak hour and 611 PM peak hour trips. The trip generation used to estimate the proposed site traffic is based on rates for other similar land uses as documented in the Institute of Transportation Engineers Trip Generation Manual, 11th Edition. The table shows the Daily, AM peak and PM peak hour trip generation for the proposed site. Table 6 - Estimated Site Trip Generation Planned Use Size ADT AM Peak Hour PM Peak Hour Total In Out Total In Out Office 300,000sf 3.252 456 401 55 432 73 359 Multi-Family 460 units 2.088 170 39 131 179 109 70 Total New Trips 5,340 626 440 186 611 183 429 Source: Institute of Transportation Engineers Trip Generation Manual, 11th Edition Metro Transit Route 6 provides service adjacent to the redeveloped site on France Avenue. The route provides local bus service from the U of M through downtown Minneapolis to the Southdale Transit Center down France Avenue serving the areas on the northside of I-494 in Bloomington. b. Discuss the effect on traffic congestion on affected roads and describe any traffic improvements necessary. The analysis must discuss the project’s impact on the regional transportation system. If the peak hour traffic generated exceeds 250 vehicles or the total daily trips exceeds 2,500, a traffic impact study must be prepared as part of the EAW. Use the format and procedures described in the Minnesota Department of Transportation’s Access Management Manual, Chapter 5 (available at: http://www.dot.state.mn.us/accessmanagement/resources.html) or a similar local guidance, A traffic study was conducted for the project and is in Appendix C. The results of the existing conditions based on the current lane geometry, traffic control and existing 2023 traffic volumes, show that all intersections are operating at overall LOS B or better during both the AM and PM peak hours with all movements operating at LOS C. The background traffic in this study includes recently approved developments that have not yet been constructed. The results of the 2025 no-build conditions analysis based on the current lane geometry, traffic control and projected 2025 no-build traffic volumes, show that all intersections will continue to operate at overall LOS B or better during both the AM and PM peak hours with all movements operating at LOS C or better except: • France Avenue at Hazelton Road - NB left turn – PM peak hour – LOS D. The results of the 2025 build conditions analysis based on the current lane geometry, traffic control and projected 2025 build traffic volumes, show that all intersections will continue to operate at overall LOS B or better during both the AM and PM peak hours with all movements operating at LOS C or better except: • France Avenue at Hazelton Road – NB left turn – PM peak hour – LOS D • France Avenue at Gallagher Drive – NB and SB left turn – PM peak hour – LOS D The results of the 2030 build conditions analysis based on the current lane geometry, traffic control and projected 2030 build traffic volumes, show that all intersections will continue to operate at overall LOS B or better during both the AM and PM peak hours with all movements operating at LOS C or better, except: • France Avenue at Hazelton Road – NB and SB left turn – PM peak hour – LOS D • France Avenue at Gallagher Drive – NB and SB left turn – PM peak hour – LOS D • France Avenue at Parklawn Avenue – NB and SB left turn – PM peak hour – LOS D c. Identify measures that will be taken to minimize or mitigate project related transportation effects. To mitigate the transportation impacts, the following measures are proposed: 1. The pedestrian improvements identified in the concept site plan should be completed with the proposed project. 2. Based on the city’s requirements some potential TDM strategies for the site that could be implemented by the developer include: • Providing bicycle parking spaces exceeding City requirements • Providing maps that show the area bus routes, light rail and bus schedules, and bicycle and pedestrian facilities. • Directional signage/information for adjacent pedestrian, bicycle and transit facilities • Restricting freight deliveries to off peak hours to avoid traffic conflicts on adjacent roadways. 21. Cumulative potential effects: (Preparers can leave this item blank if cumulative potential effects are addressed under the applicable EAW Items) a. Describe the geographic scales and timeframes of the project related environmental effects that could combine with other environmental effects resulting in cumulative potential effects. Project work is limited to the approximately eight acre parcel. The development will be constructed in two phases beginning in the spring/early summer of 2024 (Phase I commencement) and spring/early summer of 2025 (Phase II commencement). Site preparation will begin in the spring/early summer of 2024 with the demolition of the existing building. Phase I is anticipated to be completed in the spring/early summer of 2026 while Phase II is anticipated to be completed in the summer/early fall of 2027. b. Describe any reasonably foreseeable future projects (for which a basis of expectation has been laid) that may interact with environmental effects of the proposed project within the geographic scales and timeframes identified above. As a separate future project, the City of Edina may undertake a pedestrian underpass under France Avenue to connect the proposed pedestrian plaza from the development to the 7200/7250 France Avenue parcel to the west. This would improve pedestrian access and mobility in the area as shown in Figure 11. This project would provide a multi-modal connection across France Avenue while continuing to allow traffic flow along France Avenue. Figure 11: Potential Underpass at France Avenue Additionally, the City of Edina’s Comprehensive Plan has anticipated and planned for redevelopment in the general area. Several sites have redeveloped or have received approval for redevelopment along France Avenue. This has involved redeveloping a fully developed area from commercial to commercial, multi-family residential, and office. Other projects in the area that have been approved and/or built include: • 7001 & 7025 France Avenue South: This project has been constructed and is north of the Macy’s project area in the southeast quadrant of France Avenue and 70th Street. It includes commercial, retail, offices, and apartments. The buildings are between one-story to 24 story and also include a parking ramp. • 7200 & 7250 France Avenue South: This project has been approved and is located across France Avenue to the west of the Macy’s site project area. It includes office, retail, apartments, and a hotel. • 4040 70th Street West; 4600 & 4320 77th Street West; 4660 77th Street West: Two of these projects are under construction and one has been approved. They are located north and west of the Macy’s site. They include attached senior affordable housing and apartments. c. Discuss the nature of the cumulative potential effects and summarize any other available information relevant to determining whether there is potential for significant environmental effects due to these cumulative effects. The City’s Comprehensive plan, environmental review, and existing infrastructure studies have provided information to the City about potential impacts. The project site and surrounding area are fully developed. Redevelopment is providing opportunity to create stormwater management systems, pedestrian connectivity, more energy efficient buildings, and some green space into this currently developed area. Traffic flow and timing may shift from the current retail and commercial uses to include residential uses. However, there are not anticipated to be overall cumulative impacts that cannot be addressed through the review and permitting processes. 22. Other potential environmental effects: If the project may cause any additional environmental effects not addressed by items 1 to 19, describe the effects here, discuss the how the environment will be affected, and identify measures that will be taken to minimize and mitigate these effects. The project will not cause any additional environmental effects that have not been addressed in this document. APPENDIX A : SHPO and DNR NHIS Correspondence APPENDIX B : Detailed GHG Assessment Greenhouse Gas Emissions, Edina EAW Project Components Size (sq ft)Units NW block: Office building 150,000 Restaurant 12,500 Commercial 12,500 SW block: Office building 150,000 Restaurant 12,500 Commercial 12,500 Residential (without parking):230 Building C 258,527 Building D 260,102 Average sq. ft. per unit 2,255 Residential (including parking):230 Building C 357,500 Building D 375,400 Macy's furniture store 80,000 Use New uses: Uses to be removed: Greenhouse Gas Emissions, Edina EAW Detailed Summary Updated: 5/10/2023 Scope* Data Source Notes** Amount Units Site Energy Use Index (kBtu/sq. ft.) 3 Emission Factors GHG (tonnes) GHG (kg/sq. ft.) Percent of Total GHG 1 Mobile equipment 4 Unknown Land use conversion 4 Unknown Carbon sink 4 Unknown 1 2 2,832 ADVMT 0.44 457 0.42 7% 1 therms Restaurant 3 25,000 sq. ft. 138.4 1.38 183 7.34 Commercial 3 25,000 sq. ft. 20.3 0.20 27 1.08 Offices 3 300,000 sq. ft. 18.5 0.18 294 0.98 Dwelling units (460 units)3 732,900 sq. ft. 49.2 0.49 1,911 2.61 Subtotal 1,082,900 sq. ft.2,415 2.23 38% Combustion area (diesel, back-up generators, GHG kg/gal.)1 1 & 2 455 gallons 10.74 5 0.1% Off-site electricity, Xcel 2021 (GHG kg/sq. ft.)2 kWh Roadway lighting and signage 4 Unknown Restaurant 3 25,000 sq. ft. 153.0 44.84 321 12.85 Commercial 3 25,000 sq. ft. 35.3 10.35 74 2.96 Offices 3 300,000 sq. ft. 34.6 10.15 872 2.91 Dwelling units (460 units)3 732,900 sq. ft. 26.0 7.63 1,601 2.18 Subtotal 1,082,900 sq. ft.2,868 2.65 46% 3 2 1,783 tons of waste 559 0.64 9% Total emissions (tonnes)6,304 5.8 100% 1 2 2,377 ADVMT 0.44 383 4.79 52% 1 therms Macy's furniture store 3 80,000 sq. ft. 20.3 0.20 86 1.08 12% Off-site electricity, Xcel 2021 (kWh/sq. ft./yr.):2 kWh Roadway lighting and signage 4 Unknown Macy's furniture store 3 80,000 sq. ft. 35.3 10.35 237 2.96 Subtotal 80,000 sq. ft.237 2.96 32% 3 2 81 tons of waste 25 3% Current operational emissions, mobile equipment Combustion, stationary equipment, natural gas (therms/sq. ft./yr.): Off-site waste management Uses to be removed and current ADVMT: New uses and project average daily vehicle miles traveled (ADVMT): Emission Source Off-site waste management Combustion, stationary equipment, natural gas (therms/sq. ft./yr.): Construction: Operational emissions, mobile equipment, after project is operational Total emissions, uses to be removed (GHG tonnes)732 9.1 100% Net project totals 1,002,900 sq. ft.5,572 5.6 *Scope: ** Data Source Notes: 1 2 3 4 EPA Simplified GHG Emissions Calculator ("the Calculator"), https://www.epa.gov/energy/greenhouse-gas-equivalencies-calculator For an explanation of Emissions scopes, please reference the following: •Scope 1: “Scope 1 emissions are direct greenhouse (GHG) emissions that occur from sources that are controlled or owned by an organizaCon (e.g., emissions associated with fuel combusCon in boilers, furnaces, vehicles).” (EPA, http://www.epa.gov/climateleadership/scope-1-and-scope-2-inventory-guidance) •Scope 2: “Scope 2 emissions are indirect GHG emissions associated with the purchase of electricity, steam, heat, or cooling.” (EPA, hEp://www.epa.gov/climateleadership/scope-1-and-scope-2- inventory-guidance) •Scope 3: “Scope 3 emissions are the result of acCviCes from assets not owned or controlled by the reporCng organizaCon, but that the organizaCon indirectly impacts in its value chain. Scope 3 emissions include all sources not within an organization’s scope 1 and 2 boundary. The scope 3 emissions for one organization are the scope 1 and 2 emissions of another organization. Scope 3 emissions, also referred to as value chain emissions, often represent the majority of an organization’s total GHG emissions.” (EPA: https://www.epa.gov/climateleadership/scope-3-inventory- guidance) Source (Zip Code: 55343): US EPA Energy Star Portfolio Manager Target Finder. Refer to Energy Finder sheet. https://www.energystar.gov/buildings/resources_audience/service_product_providers/commercial_new_construction/target_finder Unknown at this point in the development process. Refer to the sheet "Mobile Equipment." ADVMT = Average Daily Vehicle Miles Travelled. Greenhouse Gas Emissions, Edina EAW Waste Generation Data Source Amount Units Emission Factor (tonnes/ton) Waste Amounts Waste (kg per sq. ft.) Restaurant (kg @ 40.8 tonnes/yr./restaurant) 1 25,000 sq. ft. 81,600 3.3 Commercial (kg @ 0.921 kg/sq. ft./yr.) 2 25,000 sq. ft. 23,025 0.9 Offices (kg @ 0.848 kg/sq. ft./yr.) 2 300,000 sq. ft. 254,400 0.8 Dwelling units (kg @ 228 kg/unit/month) 3 518,629 sq. ft. 1,258,560 2.4 Subtotals 868,629 1,617,585 1.9 Waste (tons)1,783 Landfilled waste, 33% (tons) and emission factor 4, 5, & 6 588 0.54 318 Waste to energy, 26% (tons) and emission factor 4, 5, & 6 464 0.52 241 Subtotal emissions (tonnes)559 Macy's furniture store (kg @ 0.921 kg/sq. ft./yr.) 2 80,000 sq. ft. 73,680 0.9 Waste (tons)81 Landfilled waste, 33% (tons) and emission factor 4, 5, & 6 27 0.54 14 Waste to energy, 26% (tons) and emission factor 4, 5, & 6 21 0.52 11 Total emissions (tonnes)25 Notes: 1 2 3 4 5 6 Solid Waste Generation New uses: Uses to be removed: Source for emission factor for landfilled waste: "Documentation for Greenhouse Gas Emission and Energy Factors Used in the Waste Reduction Model (WARM), Organic Materials Chapters," Exhibit 1-10, U.S. Environmental Protection Agency Office of Resource Conservation and Recovery, February 2016. https://www.epa.gov/warm/documentation-chapters-greenhouse-gas-emission-energy-and-economic-factors-used- waste Source for emissions from the Hennepin Energy Recovery Center: https://www.pca.state.mn.us/air/permitted-facility-air-emissions-data. Source for tons processed by the HERC: https://www.pca.state.mn.us/waste/report-2019-score-programs US EPA "2018 Wasted Food Report" states average tons of wasted food per facility per year is 40.91 tons (37.1 tonnes). Rate is increased by 10% to account for non-food/non-recycled waste (40.8 tonnes/yr.). Source: https://www.epa.gov/sites/default/files/2020- 11/documents/2018_wasted_food_report-11-9-20_final_.pdf Source: Table 21, "Targeted Statewide Waste Characterization Study: Waste Disposal and Diversion Findings for Selected Industry Groups , 2006. https://www2.calrecycle.ca.gov/Publications/Details/1184 Apartments: Assumes 1.5 cu. yd. of mixed trash per unit per month. Source: https://www.wastecare.com/usefulinfo/Waste_Generated_by_Industry_Cubic_Yards.htm. At 335 lbs. per cubic yard and 2.2 pounds per kg, the average is about 228 kg per month. Source: https://www.solidwaste.com/doc/bolton-on-landfill-management-converting-cubi-0001 Waste amounts for Hennepin County (average of 2020 and 2021): "Recycling Progress Report: Adjusting to a New Normal and Building Zero Waste Habits," June 2022, Hennepin County, https://www.hennepin.us/-/media/hennepinus/your-government/projects- iniIaIves/documents/recycling-progress-report.pdf Greenhouse Gas Emissions, Edina EAW Backup Generator Fuel Consumption Size Generator Size (kW) 1 Diesel Consumption (gal.) 2 GHG (kg) NW block office building (sq. ft.) 150,000 800 98 1,050 SW block office building (sq. ft.) 150,000 800 98 1,050 NE block residential building (units) 230 1,000 130 1,391 SE block residential building (units) 230 1,000 130 1,391 Total 455 4,883 Notes: 1 2 Source: https://www.uspeglobal.com/pages/resources Building Backup generator: Assume 50 kW + 5 W per sq. ft. (source: https://woodstockpower.com/blog/how-to-size-a-generator-for-commercial-building/). Diesel consumption per hour from chart below. Monthly testing for 30 minutes (source: https://www.health.state.mn.us/facilities/regulation/engineering/docs/lscgensets.pdf) Greenhouse Gas Emissions, Edina EAW Average daily vehicle miles traveled (ADVMT) in the vicinity of the site ADVMT 1 GHG (kg) Current ADVMT 2,377 383,258 455 73,362 Notes: 1 Category Estimated additional ADVMT attributable to the project Source; Refer to the sources in the EAW Item 20. Transportation. Greenhouse Gas Emissions, Edina EAW Emission Factors and Conversions Data Source Unit kBtu CO2 (kg) CH4 (kg) N2O (kg)GHG (kg) A, Table 11 1 25 298 Xcel Energy, electricity: 2018 3.413 0.366 4.7E-05 6.8E-06 0.369 2020 3.413 0.271 4.7E-05 6.8E-06 0.272 2021 3.413 0.285 4.9E-05 6.8E-06 0.286 Natural gas A Therms 100.0 5.302 Gasoline A US gallon 125.0 8.78 0.01 0.02 8.81 E-10 gasoline 2 Calculated US gallon 120.9 8.51 E-85 gasoline Calculated US gallon 118.9 8.35 Diesel (distillate fuel oil #4)A US gallon 146.0 10.96 11.00 26.82 11.00 B-5 diesel 2 Calculated US gallon 142.9 10.74 Ethanol A US gallon 84.0 5.75 2.25 2.98 5.76 Aviation fuel A US gallon 135.0 10.15 10.25 23.84 10.18 D Mile 0.44 Data Source Number C 0.010 C 0.293 A B C D Notes: 1 2 GHG emissions equal 0.441 kg per vehicle mile travelled for passenger cars and other light-duty vehicles, which will be the dominant vehicle used. Source: Minnesota Infrastructure Carbon Estimator, Version 1.2, https://www.dot.state.mn.us/sustainability/ghg-analysis.html Xcel provides CO2 in tonnes/MWh. CH4 and N2O are from eGRID/MROW in lbs./kWh. CO2e (aka GHG) is in kg/kWh. There are 0.4536 kg/lb. Source: https://www.epa.gov/egrid Since 2003, the State of Minnesota requires gasoline and diesel fuels sold in the state be oxygenated by 10% and 5% ethanol respectively. Conversion Factors Therms/kBtu kWh/kBtu "Emission Factors for Greenhouse Gas Inventories," USEPA, April 2022.https://www.epa.gov/system/files/documents/2022-04/ghg_emission_factors_hub.pdf Xcel emission factors for CO2 are for Xcel's wholly owned generating company, NSP. Report for 2022 is not yet available. https://www.xcelenergy.com/staticfiles/xe-responsive/Environment/Carbon/Carbon-Emission- Intensities-Info-Sheet.pdf Greenhouse Gases Equivalencies Calculator - Calculations and References, USEPA https://www.epa.gov/energy/greenhouse-gases-equivalencies-calculator-calculations-and- references Date Sources Link Emission Sources and Conversion Factors Global Warming Potential (100-year data) B & A, Table 6 1 kWh Business travel and employee commute, passenger cars Emission Sources and Conversion Factors APPENDIX C : Traffic Study EAW TRAFFIC STUDY MACY’S SITE REDEVELOPMENT City of Edina, Hennepin County, Minnesota May 16, 2023 Prepared for: City of Edina 4801 W. 50th Street Edina, MN 55424 WSB PROJECT NO. R-22453-000 MACY’S SITE REDEVELOPMENT EAW TRAFFIC STUDY CERTIFICATION WSB PROJECT NO. R-22453-000 CITY OF EDINA CERTIFICATION I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered professional engineer under the laws of the State of Minnesota. Charles T. Rickart, P.E. Date: May 16, 2023 Reg. No. 26082 MACY’S SITE REDEVELOPMENT EAW TRAFFIC STUDY TABLE OF CONTENTS WSB PROJECT NO. R-22453-000 CITY OF EDINA Table of Contents Background / Introduction ............................................................................................................................. 1 Existing Conditions ........................................................................................................................................ 3 A. Roadway Characteristics ........................................................................................................... 3 B. Traffic Volumes ........................................................................................................................... 3 C. Crash History ............................................................................................................................... 4 Traffic Projections ......................................................................................................................................... 7 A. Background (Non-Site) Traffic Growth ..................................................................................... 7 B. Traffic Generation ....................................................................................................................... 7 C. Traffic Distribution ...................................................................................................................... 7 D. Projected Traffic Volumes .......................................................................................................... 8 Traffic Impact Analysis ................................................................................................................................ 12 A. Methodology .............................................................................................................................. 12 B. Existing Conditions Analysis ................................................................................................... 13 C. Forecasted Conditions Analysis ............................................................................................. 13 D. Vehicle Queuing Analysis ........................................................................................................ 16 Multi Modal Review / Analysis..................................................................................................................... 16 Parking Impact Analysis .............................................................................................................................. 20 Travel Demand Management ..................................................................................................................... 20 Conclusions / Recommendations ............................................................................................................... 21 List of Figures Figure 1 - Project Location ............................................................................................................................ 2 Figure 2 - Existing Traffic Conditions ............................................................................................................ 5 Figure 3 - Development Site Plan ................................................................................................................. 6 Figure 4 - 2025 No-Build Traffic Conditions .................................................................................................. 9 Figure 5 - 2025 Build Traffic Conditions ...................................................................................................... 10 Figure 6 - 2030 Build Traffic Conditions ...................................................................................................... 11 Figure 7 - Level of Service Ranges for ....................................................................................................... 12 Figure 8 - Proposed Sidewalk Facilities ...................................................................................................... 18 Figure 9 - Proposed Bike Facilities ............................................................................................................. 19 List of Tables Table 1 - Crash Data Summary .................................................................................................................... 4 Table 2 - Crash Rate Summary .................................................................................................................... 4 Table 3 - Estimated Site Trip Generation ...................................................................................................... 7 Table 4 - 2023 Existing Conditions Summary ............................................................................................. 13 Table 5 - 2025 No Build Condition Summary .............................................................................................. 14 Table 6 - 2025 Build Conditions .................................................................................................................. 15 Table 7 - 2030 Build Condition Summary ................................................................................................... 15 Table 8 - Parking Required per City Code .................................................................................................. 20 Table 9 - Site Parking Demand per ITE ...................................................................................................... 20 Table 10 - TDM Strategies .......................................................................................................................... 21 Appendices APPENDIX A – Existing Traffic Counts APPENDIX B – Traffic Operations Analysis Worksheets MACY’S SITE REDEVELOPMENT EAW TRAFFIC STUDY PAGE 1 WSB PROJECT NO. R-22453-000 CITY OF EDINA Background / Introduction The purpose of this study is to determine the potential transportation impacts the proposed redevelopment of the former Macy’s Furniture Store site has on the area traffic operations, site traffic circulation, pedestrian safety, and circulation and parking demand. The site is located on the east side of France Avenue (County State Aid Highway (CSAH 17)) between 72nd Street and Gallagher Drive. The project location is shown in Figure 1. The existing 80,000 square foot building will be demolished. The redevelopment of the site will include four buildings with a total of 300,000 square feet of office/mixed use, 460 multi-family residential units, and parking. Access to the site will be from France Avenue at two existing locations, one at Gallagher Drive and the other from the existing business access. The traffic impacts of the existing and anticipated site redevelopment were evaluated at each site driveway as well as the primary impacted intersections on France Avenue (CSAH 17). The parking demand was determined based on the City Code and Institute of Transportation Engineers (ITE) guidelines. The following sections of this report document the traffic and parking analysis and the anticipated impacts the proposed site redevelopment has on the adjacent transportation system. MACY’S SITE REDEVELOPMENT EAW TRAFFIC STUDY PAGE 2 WSB PROJECT NO. R-22453-000 CITY OF EDINA Figure 1 - Project Location MACY’S SITE REDEVELOPMENT EAW TRAFFIC STUDY PAGE 3 WSB PROJECT NO. R-22453-000 CITY OF EDINA Existing Conditions The existing conditions for the proposed site redevelopment were evaluated at the following intersections: • France Avenue (CSAH 17) at Hazelton Road • France Avenue (CSAH 17) at 72nd Street • France Avenue (CSAH 17) at Business Access • France Avenue (CSAH 17) at Gallagher Drive • France Avenue (CSAH 17) at Parklawn Avenue A. Roadway Characteristics US 169 is a north/south US Highway connecting the Minnesota River valley with the Twin Cities and the Iron Range. US 169 is a Minnesota Principal Arterial. In the City of Garrison adjacent to the proposed development, US 169 is a rural 2-lane roadway with 8 feet paved shoulders. The posted speed limit on the section CSAH 69 (Old Brick Yard Road) adjacent to the site is 55 mph. The lane configurations at each of the study area intersection are as follows: France Ave (CSAH 17) at Hazelton Rd – Traffic Signal Control • SB France Ave – one right/thru, two thru, one left • EB Hazelton Rd – one right, one thru, one left • NB France Ave – one right, three thru, one left • WB Hazelton Rd – one right/thru, one left France Ave (CSAH 17) at 72nd Street – Side Street Stop Control • SB France Ave – one right/thru, two thru • EB 72nd St – one right • NB France Ave – three thru, one left France Ave (CSAH 17) at 72nd Street – Side Street Stop Control • SB France Ave – three thru • WB 72nd St – one right • NB France Ave – one right, three thru France Ave (CSAH 17) at Gallagher Dr – Traffic Signal Control • SB France Ave – one right/thru, two thru, one left • EB Gallagher Dr – one right/thru, one left • NB France Ave – one right/thru, two thru, one left • WB Gallagher Dr – one right/thru, one left France Ave (CSAH 17) at Parklawn Ave – Traffic Signal Control • SB France Ave – one right/thru, two thru, one left • EB Gallagher Dr – one right, one thru, one left • NB France Ave – one right, three thru, one left • WB Gallagher Dr – one right, one thru, one left B. Traffic Volumes Peak hour turning movement counts and daily counts were conducted during the week of April 10, 2023. These counts were used as the existing baseline conditions for the area. The data identified the weekday AM peak hour from 8:00 to 9:00 am and PM peak hour from 4:30 to 5:30 pm. Figure 2 shows the existing intersections that were analyzed as part of the study, with the existing adjusted 2023 Average Daily Traffic (ADT) and weekday AM and PM peak hours. The raw traffic count data is included in Appendix A. MACY’S SITE REDEVELOPMENT EAW TRAFFIC STUDY PAGE 4 WSB PROJECT NO. R-22453-000 CITY OF EDINA C. Crash History The crash data presented is for a 5-year period from 2018-2022. Existing crash data included with this study was obtained using the Minnesota Crash Mapping Analysis Tool (MnCMAT) developed by MnDOT. The database includes crashes reported to MnDOT by local law enforcement agencies. Crashes that resulted in damages under $1000 may not be included in the database results. A summary of the existing crash data is shown in Table 1. Table 1 - Crash Data Summary The data shows that the intersections have calculated crash rates and severity rate that are below MnDOT Metro and Statewide average rates. A Crash Rate Summary is shown in Table 2. Table 2 - Crash Rate Summary * – Intersection crash rates are expressed in crashes per million entering vehicles ** Average for specific traffic control using MnDOT 2022 green sheets *** Critical crash rates are expressed in crashes per million entering vehicles with 0.995 confidence level Location Crashes 2018 2019 2020 2021 2022 Total Crashes PD PI PD PI PD PI PD PI PD PI France Ave at Hazelton Rd 3 1 2 0 1 0 1 0 2 2 12 France Ave at Gallagher Dr 3 0 1 0 2 2 4 4 3 0 19 France Ave at Parklawn Ave 3 4 1 1 1 3 2 0 4 2 21 Location Crashes Daily Vehicles Crash Rate* Severity Rate Calc Ave** Crit*** Calc Ave** France Ave at Hazelton Rd 12 31,894 0.21 0.59 0.86 0.29 0.97 France Ave at Gallagher Dr 19 30,264 0.34 0.59 0.87 0.47 0.97 France Ave at Parklawn Ave 21 34,964 0.33 0.59 0.85 0.53 0.97 MACY’S SITE REDEVELOPMENT EAW TRAFFIC STUDY PAGE 5 WSB PROJECT NO. R-22453-000 CITY OF EDINA Figure 2 - Existing Traffic Conditions MACY’S SITE REDEVELOPMENT EAW TRAFFIC STUDY PAGE 6 WSB PROJECT NO. R-22453-000 CITY OF EDINA Figure 3 - Development Site Plan MACY’S SITE REDEVELOPMENT EAW TRAFFIC STUDY PAGE 7 WSB PROJECT NO. R-22453-000 CITY OF EDINA Traffic Projections In order to analyze the lane configuration and traffic control needs projected traffic volumes were determined for the area. Projected 2025 and 2030 traffic volumes were determined based on proposed anticipated future development land use in the area. The following sections outline the projected background traffic growth, traffic generation from the study area, as well as the traffic distribution and projected traffic volumes. A. Background (Non-Site) Traffic Growth Traffic growth in the vicinity of a proposed site will occur between existing conditions (2023) and any given future year due to other development within the region. This background growth must be accounted for and included in future year traffic forecasts. To account for some background traffic growth, several factors were considered including the current City and County Transportation Plans, future traffic projections compared to the existing traffic volumes and historic traffic volumes and surrounding development that was already approved, but not yet constructed at the time of this study. Based on this review, a factor of 0.8 percent/year was used to project traffic from 2023 to the 2025 and 2030 analysis years. B. Traffic Generation The estimated trip generation from the proposed area development is shown below in Table 3. The trip generation used to estimate the proposed site traffic is based on rates for other similar land uses as documented in the Institute of Transportation Engineers Trip Generation Manual, 11th Edition. The table shows the Daily, AM peak and PM peak hour trip generation for the proposed site. Table 3 - Estimated Site Trip Generation Planned Use Size ADT AM Peak Hour PM Peak Hour Total In Out Total In Out Office 300,000sf 3.252 456 401 55 432 73 359 Multi-Family 460 units 2.088 170 39 131 179 109 70 Total New Trips 5,340 626 440 186 611 183 429 Source: Institute of Transportation Engineers Trip Generation Manual, 11th Edition C. Traffic Distribution Proposed site generated trips were distributed to the adjacent roadway system based on the anticipated origins and destinations for the planned land use, existing travel patterns and engineering judgement. Based on these parameters the following general traffic distribution was used to distribute the projected site traffic volumes to the area roadway network: • 37 percent to / from the north on France Avenue • 7 percent to / from the east on Hazelton Road • 2 percent to / from the west on 72nd Street • 37 percent to / from the south on France Avenue • 9 percent to / from the east on Parklawn Avenue • 8 percent to / from the west on Parklawn Avenue MACY’S SITE REDEVELOPMENT EAW TRAFFIC STUDY PAGE 8 WSB PROJECT NO. R-22453-000 CITY OF EDINA D. Projected Traffic Volumes Traffic forecasts were prepared for the future conditions by adding the projected annual background traffic growth to the existing traffic volumes to determine the no-build conditions.The 2025 and 2030 build conditions were then developed by adding the anticipated proposed site redevelopment traffic generation to the no-build volumes. Figure 4 - Figure 6 shows the projected 2025 No-Build, 2025 Build and 2030 Build traffic volumes. MACY’S SITE REDEVELOPMENT EAW TRAFFIC STUDY PAGE 9 WSB PROJECT NO. R-22453-000 CITY OF EDINA Figure 4 - 2025 No-Build Traffic Conditions MACY’S SITE REDEVELOPMENT EAW TRAFFIC STUDY PAGE 10 WSB PROJECT NO. R-22453-000 CITY OF EDINA Figure 5 - 2025 Build Traffic Conditions MACY’S SITE REDEVELOPMENT EAW TRAFFIC STUDY PAGE 11 WSB PROJECT NO. R-22453-000 CITY OF EDINA Figure 6 - 2030 Build Traffic Conditions MACY’S SITE REDEVELOPMENT EAW TRAFFIC STUDY PAGE 12 WSB PROJECT NO. R-22453-000 CITY OF EDINA Traffic Impact Analysis Existing and forecasted traffic operations were evaluated for the intersections and access in the Study Area. The analysis was conducted for the following scenarios. 1. Existing 2023 2. Projected 2025 No-Build 3. Projected 2025 Build 4. Projected 2030 Build This section describes the methodology used to assess the operations and provides a summary of traffic operations for each scenario. The traffic operation worksheets are included in Appendix B. A. Methodology The intersections in the corridor were evaluated during the weekday and weekend peak hours using Synchro/SimTraffic micro simulation software. The results are derived from established methodologies documented in the Highway Capacity Manual (HCM) 2010. The software was used to evaluate the characteristics of the roadway network including lane geometrics, turning movement volumes, traffic control, and signal timing. In addition, the signal timing parameters for future year conditions were optimized using Synchro. This information was then transferred to SimTraffic, the traffic simulation model, to estimate average peak hour vehicle delays and queues. One of the primary measures of effectiveness used to evaluate intersection traffic operations, as defined in the HCM, is Level of Service (LOS) – a qualitative letter grade, A – F, based on seconds of vehicle delay due to a traffic control device at an intersection. By definition, LOS A conditions represent high quality operations (i.e., motorists experience very little delay or interference) and LOS F conditions represent very poor operations (i.e., extreme delay or severe congestion). Figure 7 depicts a graphical interpretation of delay times that define level of service. The delay thresholds are lower for un-signalized intersections than signalized intersections due to the public’s perception of acceptable delays for different traffic controls as indicated in the HCM. In accordance with the Minnesota Department of Transportation (MnDOT) guidelines, this analysis used the LOS D/E boundary as an indicator of acceptable traffic operations. Figure 7 - Level of Service Ranges for Signalized and Un-Signalized Intersections 80 55 35 20 10 LOS A LOS B LOS C LOS D LOS E LOS F Not CongestedCongested50 35 25 10 LOS A LOS B LOS C LOS D LOS E LOS F Not CongestedCongested15 Signalized Intersection Unsignalized IntersectionControl Delay per Vehicle (sec.)Control Delay per Vehicle (sec.)SOURCE: Level of Service thresholds from the Highway Capacity Manual, 2000. MACY’S SITE REDEVELOPMENT EAW TRAFFIC STUDY PAGE 13 WSB PROJECT NO. R-22453-000 CITY OF EDINA B. Existing Conditions Analysis Table 4 - 2023 Existing Conditions shown below summarizes the existing LOS at the primary intersections in the study area based on the current lane geometry, traffic control and 2023 traffic volumes. The analysis results show that all intersections are operating at overall LOS B or better during both the AM and PM peak hours. All movements during the AM and PM peak hours are operating at LOS C. Table 4 - 2023 Existing Conditions Summary Control Intersection AM Peak Hour PM Peak Hour LOS Delay(1) (sec/veh) LOS Delay(1) (sec/veh) Signal France Ave at Hazelton Rd A (C) 7 B (C) 13 Thru- Stop France Ave at 72nd St A (A) 4 A (A) 6 Thru- Stop France Ave at Business Access A (A) 2 A (A) 4 Signal France Ave at Gallagher Dr A (C) 7 B (C) 10 Signal France Ave at Parklawn Ave B (C) 12 B (C) 15 C = Overall LOS, (D) = Worst movement LOS , (1) = Overall Delay (worst movement for thru-stop intersections) C. Forecasted Conditions Analysis 2025 No-Build Traffic Operations Table 5 – 2025 No Build Condition Summary, shown below, summarizes the LOS and delays at the primary intersections in the study area based on the current lane geometry, traffic control and projected 2025 traffic volumes, without the proposed area development. The results show that all intersections will continue to operate at overall LOS B or better in 2025 during both the AM and PM peak hours with only the background traffic growth, with all movements operating at LOS C or better, except the France Avenue northbound left turn at Hazelton Road which would operate at LOS D in the PM peak hour. Delays would only increase slightly from the existing conditions. MACY’S SITE REDEVELOPMENT EAW TRAFFIC STUDY PAGE 14 WSB PROJECT NO. R-22453-000 CITY OF EDINA Table 5 - 2025 No Build Condition Summary Control Intersection AM Peak Hour PM Peak Hour LOS Delay(1) (sec/veh) LOS Delay(1) (sec/veh) Signal France Ave at Hazelton Rd A (C) 7 B (D) 13 Thru- Stop France Ave at 72nd St A (A) 5 A (A) 7 Thru- Stop France Ave at Business Access A (A) 2 A (A) 4 Signal France Ave at Gallagher Dr A (C) 7 B (C) 11 Signal France Ave at Parklawn Ave B (C) 12 B (C) 16 C = Overall LOS, (D) = Worst movement LOS , (1) = Overall Delay (worst movement for thru-stop intersections) 2025 Build Traffic Operations Table 6 – 2025 Build Conditions, shown below, summarizes the LOS and delays at the primary intersections in the study area assuming the existing lane configuration, traffic control and projected 2025 traffic volumes with the proposed site redevelopment. The results show that all intersections would operate at overall LOS B in 2025 during both the AM and PM peak hours with the proposed redevelopment traffic growth. All movements would also be operating at LOS C or better during the AM and PM peak hours except the France Avenue northbound left turn at Hazelton Road during the PM peak hour and the northbound and southbound France Avenue left turns at Gallagher Drive during the PM peak hour. MACY’S SITE REDEVELOPMENT EAW TRAFFIC STUDY PAGE 15 WSB PROJECT NO. R-22453-000 CITY OF EDINA Table 6 - 2025 Build Conditions Control Intersection AM Peak Hour PM Peak Hour LOS Delay(1) (sec/veh) LOS Delay(1) (sec/veh) Signal France Ave at Hazelton Rd A (C) 9 B (D) 14 Thru- Stop France Ave at 72nd St A (A) 6 A (A) 7 Thru- Stop France Ave at Business Access A (A) 3 A (A) 7 Signal France Ave at Gallagher Dr B (C) 14 B (D) 19 Signal France Ave at Parklawn Ave B (C) 13 B (C) 17 C = Overall LOS, (D) = Worst movement LOS , (1) = Overall Delay (worst movement for thru-stop intersections) 2030 Build Traffic Operations Table 7 – 2030 Build Conditions, shown below, summarizes the LOS and delays at the primary intersections in the study area assuming the existing lane configuration, traffic control and projected 2030 traffic volumes with the proposed area redevelopment. The results show that all intersections would operate at overall LOS B in 2030 during both the AM and PM peak hours with the proposed redevelopment traffic growth. All movements would also be operating at LOS C or better during the AM and PM peak hours except the following: • France Avenue at Hazelton Road – NB left turn – PM peak hour. • France Avenue at Hazelton Road – SB left turn – PM peak hour. • France Avenue at Gallagher Drive – NB left turn – PM peak hour. • France Avenue at Gallagher Drive – SB left turn – PM peak hour. • France Avenue at Parklawn Avenue – NB left turn – PM peak hour. • France Avenue at Parklawn Avenue – SB left turn – PM peak hour. Table 7 - 2030 Build Condition Summary Control Intersection AM Peak Hour PM Peak Hour LOS Delay(1) (sec/veh) LOS Delay(1) (sec/veh) Signal France Ave at Hazelton Rd A (C) 9 B (D) 15 Thru- Stop France Ave at 72nd St A (A) 7 A (A) 7 MACY’S SITE REDEVELOPMENT EAW TRAFFIC STUDY PAGE 16 WSB PROJECT NO. R-22453-000 CITY OF EDINA Thru- Stop France Ave at Business Access A (A) 3 A (A) 7 Signal France Ave at Gallagher Dr B (C) 14 B (D) 19 Signal France Ave at Parklawn Ave B (C) 14 B (D) 18 C = Overall LOS, (D) = Worst movement LOS , (1) = Overall Delay (worst movement for thru-stop intersections) D. Vehicle Queuing Analysis A queuing analysis for the 2025 and 2030 future build conditions was conducted, evaluating the anticipated vehicle queues with the proposed traffic conditions. The analysis was conducted using the SimTraffic simulation software. The results found that during both the AM and PM peak hours in 2025 and 2030 with the proposed site redevelopment, the maximum queues will not exceed the available turn lanes storage. Multi Modal Review / Analysis A. Pedestrian/Bike System The City’s current 2040 Comprehensive Plan addresses locations of existing and proposed sidewalk and bicycle facilities within the City. The proposed Sidewalk and Bicycle Facilities are shown in Figure 8 and Figure 9. The City of Edina is committed to providing a comprehensive and coordinated pedestrian network that provides transportation as well as recreational value. Currently there are several pedestrian and bike facilities that could be accessed from the proposed redevelopment site including: • Pedestrian / Bike Trail on east side of France Avenue. • Pedestrian / Bike Trail on west side of France Avenue. • Nine Mile Creek Regional Trail on south side of Gallagher Drive. • Pedestrian / Bike Trail in the Centennial Lakes Promenade east of the site. The City’s Comprehensive Plan does not identify any new pedestrian or bike facilities in the area of the site redevelopment. The proposed redevelopment site plan does however include a new east / west pedestrian plaza, expansion of the Centennial Lakes Promenade and new sidewalk connections from the site to the existing pedestrian / bike facilities. B. Transit System Metro Transit Route 6 provides service adjacent to the redeveloped site on France Avenue. The route provides local bus service from the U of M through downtown Minneapolis to the Southdale Transit Center down France Avenue, serving the areas on the northside of I-494 in Bloomington. The route operates during the weekdays, weekends, and holidays with 30 to 60 minute headways. Bus stops are currently provided on France Avenue at Hazelton Road, 72nd Street, Gallagher Drive and Parklawn Avenue. The nearest Park & Ride facility is at the Southdale Transit Center. The Transit Center is located southwest of the York Avenue and 66th Street intersection, on the east side of Southdale Center. The site currently includes approximately 70 surface Park & Ride parking spaces, with overflow MACY’S SITE REDEVELOPMENT EAW TRAFFIC STUDY PAGE 17 WSB PROJECT NO. R-22453-000 CITY OF EDINA parking for additional vehicles east of the Southdale Center ring road. Transit service is provided to the center from seven primary routes. The Transit Center is currently planned to be relocated to the north side of the Southdale Center. No changes in the existing transit service is planned with the proposed site redevelopment. MACY’S SITE REDEVELOPMENT EAW TRAFFIC STUDY PAGE 18 WSB PROJECT NO. R-22453-000 CITY OF EDINA Figure 8 - Proposed Sidewalk Facilities MACY’S SITE REDEVELOPMENT EAW TRAFFIC STUDY PAGE 19 WSB PROJECT NO. R-22453-000 CITY OF EDINA Figure 9 - Proposed Bike Facilities MACY’S SITE REDEVELOPMENT EAW TRAFFIC STUDY PAGE 20 WSB PROJECT NO. R-22453-000 CITY OF EDINA Parking Impact Analysis The parking demand for the proposed site redevelopment was analyzed based on the anticipated uses on the site. Based on the current City Code the proposed site redevelopment would require a total of 1,575 parking spaces. The current concept site plan includes 1,814 spaces. Table 8 shows a breakdown of the parking required per City Code. Table 8 - Parking Required per City Code Use Size Rate Parking Required Parking Provided Office 300,000sf 1/300sf 1,000 1,240 Multi-Family 460 units 1.25/unit 575 574 Source: City of Edina The parking demand was also analyzed based on industry standards. The parking generation rates used to estimate the parking demand was based on surveys of the parking generation for other similar land uses as documented in the Institute of Transportation Engineers Parking Generation Manual, 5th Edition. Table 9 below shows the estimated parking generation rate and the anticipated peak parking demand on a typical weekday (Monday – Thursday) Table 9 - Site Parking Demand per ITE Source: Institute of Transportation Engineers Parking Generation Manual, 5th Edition Based on the results of the parking demand analysis, the parking stalls included in the proposed concept site plan would meet City Code requirements. It would also meet the guidelines based on industry standards. Travel Demand Management The City of Edina has adopted a Travel Demand Management (TDM) policy that emphasis the reduction of vehicular trips on congested roadways during peak travel times. For the proposed 6016 Vernon Avenue site redevelopment, a Tier 2 Plan is required based on requirement “c” 20 or more parking stalls. Tier 2 TDM plan is required when any of the following are met: a. Over 5,000 square feet of gross floor area; b. 10 or more residential units; c. 20 or more automobile parking stalls required by City Code; or d. Other development/redevelopment as required by Council condition. Use Size Rate Parking Required Office 300,000sf 3.45 / 1000sf 1,035 Multi-Family 460 units 1.2 / unit 552 MACY’S SITE REDEVELOPMENT EAW TRAFFIC STUDY PAGE 21 WSB PROJECT NO. R-22453-000 CITY OF EDINA A Tier 2 Plan requires developers to demonstrate that proposed project is designed in ways that support TDM. This requires identifying strategies aimed at reducing employee and visitor traffic volumes, during peak travel hours. Based on the policy, the following shall be included in a Tier 2 TDM Plan: Tier 2 TDM Plan shall include: a. Strategies, implementation measures and timeline. A minimum of three (3) unique strategies must be identified for implementation. b. Proposed total expenditures to implement the TDM strategies. Based on these requirements Table 10 outlines some recommended TDM strategies for the site that could be implemented by the developer: Table 10 - TDM Strategies Strategy Implementation Measures Timeline Cost Providing bicycle parking spaces exceeding City requirements. • Include on site plan • With site plan approval • Construct with site improvements • TBD Providing maps that show the area bus routes, light rail and bus schedules, and bicycle and pedestrian facilities. • Create map or use available maps • Have available on Website • With occupancy • TBD Directional signage/information for adjacent pedestrian, bicycle and transit facilities. • Include on site plan • With site plan approval • Construct with site improvements • TBD Restricting freight deliveries to off peak hours to avoid traffic conflicts on adjacent roadways. • Coordination with vendors • Verification with occupancy • On-going • TBD Conclusions / Recommendations Based on the analysis documented in this report, WSB offers the following conclusions and recommendations: • The existing Macy’s Furniture store located on the east side of France Avenue (CSAH 17) Between 72nd Street and Gallagher Drive is proposed to be removed. • The proposed site redevelopment is proposed to include 300,000 sf of office and 460 multi-family residential units and expected to generate 5,340 daily, 626 AM peak hour and 611 PM peak hour trips. Access to the site will be maintained at the existing access locations on France Avenue at the Business Access driveway and Gallagher Drive. The current concept plan provides 1,814 parking spaces for the site. • The crash data shows that based on the past 5 years, the intersections on France Avenue have calculated crash rates and severity rates that are below the MnDOT Statewide average rates. MACY’S SITE REDEVELOPMENT EAW TRAFFIC STUDY PAGE 22 WSB PROJECT NO. R-22453-000 CITY OF EDINA • The traffic operations analysis evaluated impacts for existing conditions and the horizon years of 2023 and 2030 for the local roadway network, specifically, the following intersections in the vicinity of the proposed site redevelopment: o France Avenue (CSAH 17) at Hazelton Road o France Avenue (CSAH 17) at 72nd Street o France Avenue (CSAH 17) at Business Access o France Avenue (CSAH 17) at Gallagher Drive o France Avenue (CSAH 17) at Parklawn Avenue • With the existing conditions based on the current lane geometry, traffic control and existing 2023 traffic volumes, the analysis results show that all intersections are operating at overall LOS B or better during both the AM and PM peak hours with all movements operating at LOS C. • With the 2025 no-build conditions based on the current lane geometry, traffic control and projected 2025 no-build traffic volumes, the analysis results show that all intersections will continue to operate at overall LOS B or better during both the AM and PM peak hours with all movements operating at LOS C or better, except the France Avenue northbound left turn at Hazelton Road which would operate at LOS D in the PM peak hour. • With the 2025 build conditions based on the current lane geometry, traffic control and projected 2025 build traffic volumes, the analysis results show that all intersections will continue to operate at overall LOS B or better during both the AM and PM peak hours with all movements operating at LOS C or better, except the France Avenue northbound left turn at Hazelton Road during the PM peak hour and the northbound and southbound France Avenue left turns at Gallagher Drive during the PM peak hour. • With the 2030 build conditions based on the current lane geometry, traffic control and projected 2030 build traffic volumes, the analysis results show that all intersections will continue to operate at overall LOS B or better during both the AM and PM peak hours with all movements operating at LOS C or better, except France Avenue at Hazelton Road northbound and southbound left turn, France Avenue at Gallagher Drive northbound and southbound left turn and the France Avenue at Parklawn Avenue northbound and southbound left turn during the PM peak hour. • The queuing analysis found that during both the AM and PM peak hours in 2025 and 2030 with the proposed site redevelopment, the maximum queues will not exceed the available turn lanes storage. Based on the above conclusions no roadway improvements are recommended at this time. • The City’s Comprehensive Plan does not identify any pedestrian or bicycle facilities in the area adjacent to the site. The pedestrian improvements identified in the concept site plan should be completed with the proposed project. • There is currently transit bus service provided directly adjacent to the site along France Avenue. In addition, the Southdale Transit Center is located north of the site. No additional Transit improvements would be required. • Based on the results of the parking demand analysis, the parking included with the proposed site plan would meet City Code and industry standard requirements. No parking improvements or parking variance would be required. MACY’S SITE REDEVELOPMENT EAW TRAFFIC STUDY PAGE 23 WSB PROJECT NO. R-22453-000 CITY OF EDINA • The City of Edina has adopted a Travel Demand Management (TDM) Policy that requires developers to demonstrate that the proposed project is designed in ways that support TDM. This requires identifying strategies aimed at reducing employee and visitor traffic volumes, during peak travel hours. The proposed redevelopment site proposal would require a Tier 2 TDM Plan. Based on the requirements, some potential TDM strategies for the site that could be implemented by the developer include: o Providing bicycle parking spaces exceeding City requirements. o Providing maps that show the area bus routes, light rail and bus schedules, and bicycle and pedestrian facilities. o Directional signage/information for adjacent pedestrian, bicycle and transit facilities. o Restricting freight deliveries to off peak hours to avoid traffic conflicts on adjacent roadways. MACY SITE REDEVELOPMENT EAW TRAFFIC STUDY WSB PROJECT NO. R-22453-000 CITY OF EDINA APPENDIX A Existing Traffic Counts File Name : France Ave & Hazelton Rd Site Code : 1 Start Date : 4/11/2023 Page No : 1 France Ave & Hazelton Rd 6-9am & 3-6pm vehicles & peds Groups Printed- vehicles & peds France Ave From North Hazelton Rd From East France Ave From South Hazelton Rd From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 06:00 AM 2 26 2 0 30 1 0 4 1 6 6 37 2 0 45 1 0 2 0 3 84 06:15 AM 0 67 7 0 74 4 0 3 0 7 8 38 3 0 49 1 2 0 0 3 133 06:30 AM 0 36 4 0 40 3 0 3 0 6 2 77 0 0 79 3 0 1 0 4 129 06:45 AM 0 74 12 0 86 10 1 5 1 17 9 104 0 0 113 1 3 0 0 4 220 Total 2 203 25 0 230 18 1 15 2 36 25 256 5 0 286 6 5 3 0 14 566 07:00 AM 0 72 17 1 90 7 1 5 1 14 13 91 2 2 108 0 1 5 1 7 219 07:15 AM 0 122 17 0 139 19 4 16 0 39 17 108 1 2 128 1 2 4 1 8 314 07:30 AM 0 153 15 0 168 23 1 19 0 43 14 143 1 0 158 0 0 2 0 2 371 07:45 AM 3 185 24 0 212 22 0 19 0 41 20 137 1 0 158 0 2 3 0 5 416 Total 3 532 73 1 609 71 6 59 1 137 64 479 5 4 552 1 5 14 2 22 1320 08:00 AM 1 195 29 0 225 13 4 13 0 30 22 163 0 0 185 0 2 2 0 4 444 08:15 AM 1 177 19 0 197 17 1 16 1 35 20 168 1 1 190 1 3 1 0 5 427 08:30 AM 1 183 32 1 217 27 2 22 0 51 15 162 3 2 182 0 1 1 0 2 452 08:45 AM 2 196 27 0 225 21 0 10 0 31 24 183 11 0 218 0 2 0 0 2 476 Total 5 751 107 1 864 78 7 61 1 147 81 676 15 3 775 1 8 4 0 13 1799 03:00 PM 2 237 52 3 294 49 4 36 3 92 49 238 4 1 292 5 6 7 1 19 697 03:15 PM 2 255 39 1 297 36 4 37 0 77 42 266 2 2 312 3 4 4 0 11 697 03:30 PM 1 249 39 1 290 36 4 32 0 72 40 242 1 3 286 0 3 2 2 7 655 03:45 PM 4 196 58 0 258 51 5 28 1 85 52 240 2 3 297 3 2 3 0 8 648 Total 9 937 188 5 1139 172 17 133 4 326 183 986 9 9 1187 11 15 16 3 45 2697 04:00 PM 1 248 54 0 303 45 9 38 0 92 38 303 4 0 345 3 3 2 0 8 748 04:15 PM 3 219 34 1 257 41 4 41 1 87 31 259 3 1 294 2 2 0 2 6 644 04:30 PM 0 250 64 0 314 44 4 34 0 82 48 306 3 2 359 3 5 5 2 15 770 04:45 PM 2 251 39 2 294 36 1 37 3 77 51 317 3 0 371 4 2 6 1 13 755 Total 6 968 191 3 1168 166 18 150 4 338 168 1185 13 3 1369 12 12 13 5 42 2917 05:00 PM 2 231 45 0 278 65 6 39 2 112 49 265 3 1 318 0 4 2 0 6 714 05:15 PM 0 227 33 0 260 38 4 27 0 69 38 309 2 1 350 4 3 1 0 8 687 05:30 PM 2 202 31 0 235 42 5 45 0 92 37 275 2 0 314 0 3 4 0 7 648 05:45 PM 1 183 51 0 235 40 2 29 2 73 31 222 3 2 258 0 3 2 0 5 571 Total 5 843 160 0 1008 185 17 140 4 346 155 1071 10 4 1240 4 13 9 0 26 2620 Grand Total 30 4234 744 10 5018 690 66 558 16 1330 676 4653 57 23 5409 35 58 59 10 162 11919 Apprch %0.6 84.4 14.8 0.2 51.9 5 42 1.2 12.5 86 1.1 0.4 21.6 35.8 36.4 6.2 Total %0.3 35.5 6.2 0.1 42.1 5.8 0.6 4.7 0.1 11.2 5.7 39 0.5 0.2 45.4 0.3 0.5 0.5 0.1 1.4 wsb 701 Xenia Ave S, Suite 300 Minneapolis, MN 55416 File Name : France Ave & Hazelton Rd Site Code : 1 Start Date : 4/11/2023 Page No : 2 France Ave & Hazelton Rd 6-9am & 3-6pm vehicles & peds France Ave From North Hazelton Rd From East France Ave From South Hazelton Rd From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 06:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 1 195 29 0 225 13 4 13 0 30 22 163 0 0 185 0 2 2 0 4 444 08:15 AM 1 177 19 0 197 17 1 16 1 35 20 168 1 1 190 1 3 1 0 5 427 08:30 AM 1 183 32 1 217 27 2 22 0 51 15 162 3 2 182 0 1 1 0 2 452 08:45 AM 2 196 27 0 225 21 0 10 0 31 24 183 11 0 218 0 2 0 0 2 476 Total Volume 5 751 107 1 864 78 7 61 1 147 81 676 15 3 775 1 8 4 0 13 1799 % App. Total 0.6 86.9 12.4 0.1 53.1 4.8 41.5 0.7 10.5 87.2 1.9 0.4 7.7 61.5 30.8 0 PHF .625 .958 .836 .250 .960 .722 .438 .693 .250 .721 .844 .923 .341 .375 .889 .250 .667 .500 .000 .650 .945 France Ave Hazelton Rd Hazelton Rd France Ave Right 5 Thru 751 Left 107 Peds 1 InOut Total 758 864 1622 Right78 Thru7 Left61 Peds1 OutTotalIn196 147 343 Left 15 Thru 676 Right 81 Peds 3 Out TotalIn 813 775 1588 Left4 Thru8 Right1 Peds0 TotalOutIn27 13 40 Peak Hour Begins at 08:00 AM vehicles & peds Peak Hour Data North wsb 701 Xenia Ave S, Suite 300 Minneapolis, MN 55416 File Name : France Ave & Hazelton Rd Site Code : 1 Start Date : 4/11/2023 Page No : 3 France Ave & Hazelton Rd 6-9am & 3-6pm vehicles & peds France Ave From North Hazelton Rd From East France Ave From South Hazelton Rd From West Start Time Rig ht Thr u Left Ped s App. Total Rig ht Thr u Left Ped s App. Total Right Thr u Left Peds App. Total Right Thr u Left Peds App. Total Int. Total Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 250 64 0 314 44 4 34 0 82 48 306 3 2 359 3 5 5 2 15 770 04:45 PM 2 251 39 2 294 36 1 37 3 77 51 317 3 0 371 4 2 6 1 13 755 05:00 PM 2 231 45 0 278 65 6 39 2 112 49 265 3 1 318 0 4 2 0 6 714 05:15 PM 0 227 33 0 260 38 4 27 0 69 38 309 2 1 350 4 3 1 0 8 687 Total Volume 4 959 181 2 1146 183 15 137 5 340 186 1197 11 4 1398 11 14 14 3 42 2926 % App. Total 0.3 83.7 15.8 0.2 53.8 4.4 40.3 1.5 13.3 85.6 0.8 0.3 26.2 33.3 33.3 7.1 PHF .500 .955 .707 .250 .912 .704 .625 .878 .417 .759 .912 .944 .917 .500 .942 .688 .700 .583 .375 .700 .950 France Ave Hazelton Rd Hazelton Rd France Ave Right 4 Thru 959 Left 181 Peds 2 InOut Total 1394 1146 2540 Right183 Thru15 Left137 Peds5 OutTotalIn381 340 721 Left 11 Thru 1197 Right 186 Peds 4 Out TotalIn 1107 1398 2505 Left14 Thru14 Right11 Peds3 TotalOutIn30 42 72 Peak Hour Begins at 04:30 PM vehicles & peds Peak Hour Data North wsb 701 Xenia Ave S, Suite 300 Minneapolis, MN 55416 File Name : France Ave & 72nd St Site Code : 2 Start Date : 4/11/2023 Page No : 1 France Ave & 72nd St 6-9am & 3-6pm vehicles & peds Groups Printed- vehicles & peds France Ave From North 72nd St From East France Ave From South 72nd St From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 06:00 AM 1 29 0 0 30 0 0 0 0 0 0 0 0 0 0 4 0 0 0 4 34 06:15 AM 0 69 0 0 69 0 0 0 0 0 0 0 0 0 0 3 0 0 1 4 73 06:30 AM 0 45 0 0 45 0 0 0 0 0 0 0 0 0 0 9 0 0 0 9 54 06:45 AM 1 79 0 0 80 0 0 0 0 0 0 0 0 0 0 7 0 0 0 7 87 Total 2 222 0 0 224 0 0 0 0 0 0 0 0 0 0 23 0 0 1 24 248 07:00 AM 1 76 0 0 77 0 0 0 0 0 0 0 0 0 0 9 0 0 1 10 87 07:15 AM 1 139 0 0 140 0 0 0 0 0 0 0 0 0 0 12 0 0 0 12 152 07:30 AM 3 168 0 1 172 0 0 0 0 0 0 0 0 0 0 26 0 0 2 28 200 07:45 AM 7 202 0 0 209 0 0 0 0 0 0 0 0 0 0 33 0 0 0 33 242 Total 12 585 0 1 598 0 0 0 0 0 0 0 0 0 0 80 0 0 3 83 681 08:00 AM 2 199 0 0 201 0 0 0 0 0 0 0 0 0 0 22 0 0 1 23 224 08:15 AM 3 195 0 0 198 0 0 0 0 0 0 0 0 0 0 21 0 0 2 23 221 08:30 AM 2 205 0 0 207 0 0 0 0 0 0 0 0 0 0 18 0 0 1 19 226 08:45 AM 4 207 0 0 211 0 0 0 0 0 0 0 0 0 0 18 0 0 0 18 229 Total 11 806 0 0 817 0 0 0 0 0 0 0 0 0 0 79 0 0 4 83 900 03:00 PM 5 275 0 0 280 0 0 0 0 0 0 0 0 0 0 14 0 0 0 14 294 03:15 PM 6 286 0 0 292 0 0 0 0 0 0 0 0 0 0 6 0 0 0 6 298 03:30 PM 3 269 0 1 273 0 0 0 0 0 0 0 0 0 0 13 0 0 1 14 287 03:45 PM 6 231 0 0 237 0 0 0 0 0 0 0 0 0 0 14 0 0 0 14 251 Total 20 1061 0 1 1082 0 0 0 0 0 0 0 0 0 0 47 0 0 1 48 1130 04:00 PM 6 284 0 0 290 0 0 0 0 0 0 0 0 0 0 8 0 0 2 10 300 04:15 PM 2 253 0 0 255 0 0 0 0 0 0 0 0 0 0 20 0 0 8 28 283 04:30 PM 5 288 0 0 293 0 0 0 0 0 0 0 0 0 0 15 0 0 2 17 310 04:45 PM 9 282 0 0 291 0 0 0 0 0 0 0 0 0 0 15 0 0 1 16 307 Total 22 1107 0 0 1129 0 0 0 0 0 0 0 0 0 0 58 0 0 13 71 1200 05:00 PM 1 274 0 0 275 0 0 0 0 0 0 0 0 0 0 19 0 0 5 24 299 05:15 PM 3 256 0 2 261 0 0 0 0 0 0 0 0 0 0 6 0 0 2 8 269 05:30 PM 11 227 0 0 238 0 0 0 0 0 0 0 0 0 0 10 0 0 2 12 250 05:45 PM 4 218 0 0 222 0 0 0 0 0 0 0 0 0 0 6 0 0 0 6 228 Total 19 975 0 2 996 0 0 0 0 0 0 0 0 0 0 41 0 0 9 50 1046 Grand Total 86 4756 0 4 4846 0 0 0 0 0 0 0 0 0 0 328 0 0 31 359 5205 Apprch %1.8 98.1 0 0.1 0 0 0 0 0 0 0 0 91.4 0 0 8.6 Total %1.7 91.4 0 0.1 93.1 0 0 0 0 0 0 0 0 0 0 6.3 0 0 0.6 6.9 wsb 701 Xenia Ave S, Suite 300 Minneapolis, MN 55416 File Name : France Ave & 72nd St Site Code : 2 Start Date : 4/11/2023 Page No : 2 France Ave & 72nd St 6-9am & 3-6pm vehicles & peds France Ave From North 72nd St From East France Ave From South 72nd St From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 06:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 7 202 0 0 209 0 0 0 0 0 0 0 0 0 0 33 0 0 0 33 242 08:00 AM 2 199 0 0 201 0 0 0 0 0 0 0 0 0 0 22 0 0 1 23 224 08:15 AM 3 195 0 0 198 0 0 0 0 0 0 0 0 0 0 21 0 0 2 23 221 08:30 AM 2 205 0 0 207 0 0 0 0 0 0 0 0 0 0 18 0 0 1 19 226 Total Volume 14 801 0 0 815 0 0 0 0 0 0 0 0 0 0 94 0 0 4 98 913 % App. Total 1.7 98.3 0 0 0 0 0 0 0 0 0 0 95.9 0 0 4.1 PHF .500 .977 .000 .000 .975 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .712 .000 .000 .500 .742 .943 France Ave 72nd St 72nd St France Ave Right 14 Thru 801 Left 0 Peds 0 InOut Total 0 815 815 Right0 Thru0 Left0 Peds0 OutTotalIn0 0 0 Left 0 Thru 0 Right 0 Peds 0 Out TotalIn 895 0 895 Left0 Thru0 Right94 Peds4 TotalOutIn14 98 112 Peak Hour Begins at 07:45 AM vehicles & peds Peak Hour Data North wsb 701 Xenia Ave S, Suite 300 Minneapolis, MN 55416 File Name : France Ave & 72nd St Site Code : 2 Start Date : 4/11/2023 Page No : 3 France Ave & 72nd St 6-9am & 3-6pm vehicles & peds France Ave From North 72nd St From East France Ave From South 72nd St From West Start Time Rig ht Thr u Left Ped s App. Total Rig ht Thr u Left Ped s App. Total Right Thr u Left Peds App. Total Right Thr u Left Peds App. Total Int. Total Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 6 284 0 0 290 0 0 0 0 0 0 0 0 0 0 8 0 0 2 10 300 04:15 PM 2 253 0 0 255 0 0 0 0 0 0 0 0 0 0 20 0 0 8 28 283 04:30 PM 5 288 0 0 293 0 0 0 0 0 0 0 0 0 0 15 0 0 2 17 310 04:45 PM 9 282 0 0 291 0 0 0 0 0 0 0 0 0 0 15 0 0 1 16 307 Total Volume 22 1107 0 0 1129 0 0 0 0 0 0 0 0 0 0 58 0 0 13 71 1200 % App. Total 1.9 98.1 0 0 0 0 0 0 0 0 0 0 81.7 0 0 18.3 PHF .611 .961 .000 .000 .963 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .725 .000 .000 .406 .634 .968 France Ave 72nd St 72nd St France Ave Right 22 Thru 1107 Left 0 Peds 0 InOut Total 0 1129 1129 Right0 Thru0 Left0 Peds0 OutTotalIn0 0 0 Left 0 Thru 0 Right 0 Peds 0 Out TotalIn 1165 0 1165 Left0 Thru0 Right58 Peds13 TotalOutIn22 71 93 Peak Hour Begins at 04:00 PM vehicles & peds Peak Hour Data North wsb 701 Xenia Ave S, Suite 300 Minneapolis, MN 55416 File Name : France Ave & Business Access Site Code : 3 Start Date : 4/11/2023 Page No : 1 France Ave & Business Ave 6-9am & 3-6pm vehicles & peds Groups Printed- vehicles & peds France Ave From North Business Access From East France Ave From South From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 06:00 AM 0 0 0 0 0 2 0 0 0 2 1 43 0 0 44 0 0 0 0 0 46 06:15 AM 0 0 0 0 0 0 0 0 0 0 4 50 2 0 56 0 0 0 0 0 56 06:30 AM 0 0 0 0 0 6 0 0 0 6 5 73 1 0 79 0 0 0 0 0 85 06:45 AM 0 0 0 0 0 6 0 0 0 6 10 110 6 1 127 0 0 0 0 0 133 Total 0 0 0 0 0 14 0 0 0 14 20 276 9 1 306 0 0 0 0 0 320 07:00 AM 0 0 0 0 0 8 0 0 0 8 8 94 11 0 113 0 0 0 0 0 121 07:15 AM 0 0 0 0 0 11 0 0 0 11 4 117 12 0 133 0 0 0 0 0 144 07:30 AM 0 0 0 0 0 11 0 0 0 11 11 152 23 0 186 0 0 0 0 0 197 07:45 AM 0 0 0 0 0 8 0 0 0 8 9 147 11 0 167 0 0 0 0 0 175 Total 0 0 0 0 0 38 0 0 0 38 32 510 57 0 599 0 0 0 0 0 637 08:00 AM 0 0 0 0 0 17 0 0 0 17 11 161 13 0 185 0 0 0 0 0 202 08:15 AM 0 0 0 1 1 15 0 0 2 17 8 174 8 0 190 0 0 0 0 0 208 08:30 AM 0 0 0 0 0 7 0 0 0 7 13 175 1 0 189 0 0 0 0 0 196 08:45 AM 0 0 0 0 0 16 0 0 0 16 11 198 3 0 212 0 0 0 0 0 228 Total 0 0 0 1 1 55 0 0 2 57 43 708 25 0 776 0 0 0 0 0 834 03:00 PM 0 0 0 0 0 20 0 0 1 21 21 270 6 0 297 0 0 0 0 0 318 03:15 PM 0 0 0 0 0 20 0 0 0 20 23 294 12 0 329 0 0 0 0 0 349 03:30 PM 0 0 0 0 0 12 0 0 1 13 18 265 9 1 293 0 0 0 0 0 306 03:45 PM 0 0 0 0 0 31 0 0 0 31 17 276 18 0 311 0 0 0 0 0 342 Total 0 0 0 0 0 83 0 0 2 85 79 1105 45 1 1230 0 0 0 0 0 1315 04:00 PM 0 0 0 0 0 21 0 0 1 22 17 311 15 0 343 0 0 0 0 0 365 04:15 PM 0 0 0 0 0 24 0 0 2 26 22 275 18 0 315 0 0 0 0 0 341 04:30 PM 0 0 0 0 0 22 0 0 0 22 23 329 7 1 360 0 0 0 0 0 382 04:45 PM 0 0 0 0 0 28 0 0 3 31 18 342 21 1 382 0 0 0 0 0 413 Total 0 0 0 0 0 95 0 0 6 101 80 1257 61 2 1400 0 0 0 0 0 1501 05:00 PM 0 0 0 0 0 19 0 0 1 20 23 296 19 0 338 0 0 0 0 0 358 05:15 PM 0 0 0 0 0 26 0 0 1 27 32 332 20 0 384 0 0 0 0 0 411 05:30 PM 0 0 0 0 0 21 0 0 0 21 23 288 11 0 322 0 0 0 0 0 343 05:45 PM 0 0 0 0 0 18 0 0 1 19 19 236 16 0 271 0 0 0 0 0 290 Total 0 0 0 0 0 84 0 0 3 87 97 1152 66 0 1315 0 0 0 0 0 1402 Grand Total 0 0 0 1 1 369 0 0 13 382 351 5008 263 4 5626 0 0 0 0 0 6009 Apprch %0 0 0 100 96.6 0 0 3.4 6.2 89 4.7 0.1 0 0 0 0 Total %0 0 0 0 0 6.1 0 0 0.2 6.4 5.8 83.3 4.4 0.1 93.6 0 0 0 0 0 wsb 701 Xenia Ave S, Suite 300 Minneapolis, MN 55416 File Name : France Ave & Business Access Site Code : 3 Start Date : 4/11/2023 Page No : 2 France Ave & Business Ave 6-9am & 3-6pm vehicles & peds France Ave From North Business Access From East France Ave From South From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 06:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 0 0 0 0 0 17 0 0 0 17 11 161 13 0 185 0 0 0 0 0 202 08:15 AM 0 0 0 1 1 15 0 0 2 17 8 174 8 0 190 0 0 0 0 0 208 08:30 AM 0 0 0 0 0 7 0 0 0 7 13 175 1 0 189 0 0 0 0 0 196 08:45 AM 0 0 0 0 0 16 0 0 0 16 11 198 3 0 212 0 0 0 0 0 228 Total Volume 0 0 0 1 1 55 0 0 2 57 43 708 25 0 776 0 0 0 0 0 834 % App. Total 0 0 0 100 96.5 0 0 3.5 5.5 91.2 3.2 0 0 0 0 0 PHF .000 .000 .000 .250 .250 .809 .000 .000 .250 .838 .827 .894 .481 .000 .915 .000 .000 .000 .000 .000 .914 France Ave Business Access France Ave Right 0 Thru 0 Left 0 Peds 1 InOut Total 763 1 764 Right55 Thru0 Left0 Peds2 OutTotalIn43 57 100 Left 25 Thru 708 Right 43 Peds 0 Out TotalIn 0 776 776 Left0 Thru0 Right0 Peds0 TotalOutIn25 0 25 Peak Hour Begins at 08:00 AM vehicles & peds Peak Hour Data North wsb 701 Xenia Ave S, Suite 300 Minneapolis, MN 55416 File Name : France Ave & Business Access Site Code : 3 Start Date : 4/11/2023 Page No : 3 France Ave & Business Ave 6-9am & 3-6pm vehicles & peds France Ave From North Business Access From East France Ave From South From West Start Time Rig ht Thr u Left Ped s App. Total Rig ht Thr u Left Ped s App. Total Right Thr u Left Peds App. Total Right Thr u Left Peds App. Total Int. Total Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 0 0 0 0 22 0 0 0 22 23 329 7 1 360 0 0 0 0 0 382 04:45 PM 0 0 0 0 0 28 0 0 3 31 18 342 21 1 382 0 0 0 0 0 413 05:00 PM 0 0 0 0 0 19 0 0 1 20 23 296 19 0 338 0 0 0 0 0 358 05:15 PM 0 0 0 0 0 26 0 0 1 27 32 332 20 0 384 0 0 0 0 0 411 Total Volume 0 0 0 0 0 95 0 0 5 100 96 1299 67 2 1464 0 0 0 0 0 1564 % App. Total 0 0 0 0 95 0 0 5 6.6 88.7 4.6 0.1 0 0 0 0 PHF .000 .000 .000 .000 .000 .848 .000 .000 .417 .806 .750 .950 .798 .500 .953 .000 .000 .000 .000 .000 .947 France Ave Business Access France Ave Right 0 Thru 0 Left 0 Peds 0 InOut Total 1394 0 1394 Right95 Thru0 Left0 Peds5 OutTotalIn96 100 196 Left 67 Thru 1299 Right 96 Peds 2 Out TotalIn 0 1464 1464 Left0 Thru0 Right0 Peds0 TotalOutIn67 0 67 Peak Hour Begins at 04:30 PM vehicles & peds Peak Hour Data North wsb 701 Xenia Ave S, Suite 300 Minneapolis, MN 55416 File Name : France Ave & Gallagher Dr Site Code : 4 Start Date : 4/11/2023 Page No : 1 France Ave & Gallagher Dr 6-9am & 3-6pm vehicles & peds Groups Printed- vehicles & peds France Ave From North Gallagher Dr From East France Ave From South Gallagher Dr From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 06:00 AM 1 31 1 0 33 0 0 0 1 1 2 40 0 2 44 0 0 4 0 4 82 06:15 AM 1 68 3 1 73 1 0 1 0 2 1 49 0 1 51 1 0 6 0 7 133 06:30 AM 3 48 3 0 54 0 0 1 0 1 1 72 0 2 75 2 0 7 0 9 139 06:45 AM 3 81 2 1 87 0 0 6 0 6 1 110 5 3 119 3 1 18 0 22 234 Total 8 228 9 2 247 1 0 8 1 10 5 271 5 8 289 6 1 35 0 42 588 07:00 AM 6 74 4 0 84 2 1 3 0 6 1 100 5 2 108 3 1 9 0 13 211 07:15 AM 11 135 5 0 151 3 0 7 0 10 3 114 10 3 130 9 0 16 0 25 316 07:30 AM 9 178 6 0 193 0 0 7 0 7 8 161 11 3 183 11 0 27 2 40 423 07:45 AM 25 198 6 0 229 0 1 9 0 10 7 147 10 1 165 7 0 15 0 22 426 Total 51 585 21 0 657 5 2 26 0 33 19 522 36 9 586 30 1 67 2 100 1376 08:00 AM 13 198 6 0 217 4 2 16 0 22 8 172 15 3 198 10 0 13 3 26 463 08:15 AM 20 201 5 0 226 0 1 7 0 8 5 170 8 2 185 7 0 18 2 27 446 08:30 AM 16 201 4 0 221 3 0 10 0 13 9 172 10 5 196 4 0 14 1 19 449 08:45 AM 20 202 6 1 229 2 0 7 3 12 7 208 17 8 240 6 0 6 0 12 493 Total 69 802 21 1 893 9 3 40 3 55 29 722 50 18 819 27 0 51 6 84 1851 03:00 PM 22 246 19 0 287 22 1 29 1 53 17 255 8 8 288 13 2 17 1 33 661 03:15 PM 24 249 22 0 295 26 0 19 0 45 26 272 6 5 309 10 0 29 0 39 688 03:30 PM 13 239 19 0 271 13 0 25 2 40 22 265 12 6 305 8 0 10 0 18 634 03:45 PM 11 210 31 0 252 24 1 33 0 58 17 255 5 8 285 9 3 27 0 39 634 Total 70 944 91 0 1105 85 2 106 3 196 82 1047 31 27 1187 40 5 83 1 129 2617 04:00 PM 23 251 26 0 300 19 2 20 1 42 17 310 16 11 354 11 2 11 2 26 722 04:15 PM 23 220 17 0 260 20 1 23 1 45 14 279 11 12 316 15 1 24 3 43 664 04:30 PM 23 261 19 1 304 15 4 22 2 43 13 321 7 3 344 13 0 19 1 33 724 04:45 PM 20 260 24 0 304 18 5 21 1 45 30 332 8 7 377 8 0 20 1 29 755 Total 89 992 86 1 1168 72 12 86 5 175 74 1242 42 33 1391 47 3 74 7 131 2865 05:00 PM 23 241 29 0 293 24 3 17 0 44 10 305 9 23 347 12 1 16 6 35 719 05:15 PM 25 230 21 0 276 18 2 28 1 49 34 334 6 6 380 14 1 19 0 34 739 05:30 PM 20 193 16 0 229 16 4 15 0 35 36 295 9 17 357 6 2 11 0 19 640 05:45 PM 16 185 25 0 226 29 4 24 1 58 20 219 7 13 259 3 0 20 0 23 566 Total 84 849 91 0 1024 87 13 84 2 186 100 1153 31 59 1343 35 4 66 6 111 2664 Grand Total 371 4400 319 4 5094 259 32 350 14 655 309 4957 195 154 5615 185 14 376 22 597 11961 Apprch %7.3 86.4 6.3 0.1 39.5 4.9 53.4 2.1 5.5 88.3 3.5 2.7 31 2.3 63 3.7 Total %3.1 36.8 2.7 0 42.6 2.2 0.3 2.9 0.1 5.5 2.6 41.4 1.6 1.3 46.9 1.5 0.1 3.1 0.2 5 wsb 701 Xenia Ave S, Suite 300 Minneapolis, MN 55416 File Name : France Ave & Gallagher Dr Site Code : 4 Start Date : 4/11/2023 Page No : 2 France Ave & Gallagher Dr 6-9am & 3-6pm vehicles & peds France Ave From North Gallagher Dr From East France Ave From South Gallagher Dr From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 06:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 13 198 6 0 217 4 2 16 0 22 8 172 15 3 198 10 0 13 3 26 463 08:15 AM 20 201 5 0 226 0 1 7 0 8 5 170 8 2 185 7 0 18 2 27 446 08:30 AM 16 201 4 0 221 3 0 10 0 13 9 172 10 5 196 4 0 14 1 19 449 08:45 AM 20 202 6 1 229 2 0 7 3 12 7 208 17 8 240 6 0 6 0 12 493 Total Volume 69 802 21 1 893 9 3 40 3 55 29 722 50 18 819 27 0 51 6 84 1851 % App. Total 7.7 89.8 2.4 0.1 16.4 5.5 72.7 5.5 3.5 88.2 6.1 2.2 32.1 0 60.7 7.1 PHF .863 .993 .875 .250 .975 .563 .375 .625 .250 .625 .806 .868 .735 .563 .853 .675 .000 .708 .500 .778 .939 France Ave Gallagher Dr Gallagher Dr France Ave Right 69 Thru 802 Left 21 Peds 1 InOut Total 782 893 1675 Right9 Thru3 Left40 Peds3 OutTotalIn50 55 105 Left 50 Thru 722 Right 29 Peds 18 Out TotalIn 869 819 1688 Left51 Thru0 Right27 Peds6 TotalOutIn122 84 206 Peak Hour Begins at 08:00 AM vehicles & peds Peak Hour Data North wsb 701 Xenia Ave S, Suite 300 Minneapolis, MN 55416 File Name : France Ave & Gallagher Dr Site Code : 4 Start Date : 4/11/2023 Page No : 3 France Ave & Gallagher Dr 6-9am & 3-6pm vehicles & peds France Ave From North Gallagher Dr From East France Ave From South Gallagher Dr From West Start Time Rig ht Thr u Left Ped s App. Total Rig ht Thr u Left Ped s App. Total Right Thr u Left Peds App. Total Right Thr u Left Peds App. Total Int. Total Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 23 261 19 1 304 15 4 22 2 43 13 321 7 3 344 13 0 19 1 33 724 04:45 PM 20 260 24 0 304 18 5 21 1 45 30 332 8 7 377 8 0 20 1 29 755 05:00 PM 23 241 29 0 293 24 3 17 0 44 10 305 9 23 347 12 1 16 6 35 719 05:15 PM 25 230 21 0 276 18 2 28 1 49 34 334 6 6 380 14 1 19 0 34 739 Total Volume 91 992 93 1 1177 75 14 88 4 181 87 1292 30 39 1448 47 2 74 8 131 2937 % App. Total 7.7 84.3 7.9 0.1 41.4 7.7 48.6 2.2 6 89.2 2.1 2.7 35.9 1.5 56.5 6.1 PHF .910 .950 .802 .250 .968 .781 .700 .786 .500 .923 .640 .967 .833 .424 .953 .839 .500 .925 .333 .936 .973 France Ave Gallagher Dr Gallagher Dr France Ave Right 91 Thru 992 Left 93 Peds 1 InOut Total 1441 1177 2618 Right75 Thru14 Left88 Peds4 OutTotalIn182 181 363 Left 30 Thru 1292 Right 87 Peds 39 Out TotalIn 1127 1448 2575 Left74 Thru2 Right47 Peds8 TotalOutIn135 131 266 Peak Hour Begins at 04:30 PM vehicles & peds Peak Hour Data North wsb 701 Xenia Ave S, Suite 300 Minneapolis, MN 55416 File Name : France Ave & Parklawn Ave Site Code : 5 Start Date : 4/11/2023 Page No : 1 France Ave & Parklawn Ave 6-9am & 3-6pm vehicles & peds Groups Printed- vehicles & peds France Ave From North Parklawn Ave From East France Ave From South Parklawn Ave From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 06:00 AM 1 22 8 0 31 2 1 1 1 5 10 35 8 0 53 7 1 6 0 14 103 06:15 AM 9 42 12 0 63 3 3 1 0 7 16 45 11 0 72 6 1 2 0 9 151 06:30 AM 4 39 10 0 53 5 1 2 0 8 26 64 20 1 111 10 0 7 0 17 189 06:45 AM 11 53 20 0 84 8 3 3 0 14 35 103 23 0 161 8 5 7 1 21 280 Total 25 156 50 0 231 18 8 7 1 34 87 247 62 1 397 31 7 22 1 61 723 07:00 AM 7 51 16 0 74 9 4 4 0 17 17 90 19 0 126 11 4 4 1 20 237 07:15 AM 13 118 19 1 151 13 4 6 0 23 26 108 31 0 165 14 7 11 0 32 371 07:30 AM 15 155 21 0 191 17 3 4 0 24 22 143 22 4 191 11 4 18 0 33 439 07:45 AM 20 168 25 0 213 12 9 13 0 34 35 137 32 1 205 15 7 12 0 34 486 Total 55 492 81 1 629 51 20 27 0 98 100 478 104 5 687 51 22 45 1 119 1533 08:00 AM 13 166 37 0 216 16 6 14 0 36 24 157 25 2 208 18 10 15 1 44 504 08:15 AM 18 160 19 0 197 23 8 15 0 46 25 156 21 4 206 17 9 11 1 38 487 08:30 AM 19 171 24 0 214 24 3 14 0 41 15 150 18 3 186 19 2 11 0 32 473 08:45 AM 20 175 29 0 224 18 7 21 0 46 25 214 22 0 261 24 4 13 0 41 572 Total 70 672 109 0 851 81 24 64 0 169 89 677 86 9 861 78 25 50 2 155 2036 03:00 PM 17 240 40 0 297 30 13 36 1 80 21 231 28 4 284 26 5 13 1 45 706 03:15 PM 16 197 34 0 247 39 7 32 0 78 23 238 24 3 288 14 6 23 0 43 656 03:30 PM 16 250 27 0 293 35 9 35 0 79 22 243 33 5 303 22 5 17 0 44 719 03:45 PM 19 199 42 0 260 27 8 33 0 68 19 257 29 4 309 24 3 18 0 45 682 Total 68 886 143 0 1097 131 37 136 1 305 85 969 114 16 1184 86 19 71 1 177 2763 04:00 PM 12 216 37 0 265 38 12 38 2 90 15 265 19 2 301 38 8 16 0 62 718 04:15 PM 13 224 36 0 273 22 18 32 0 72 12 270 22 1 305 34 3 15 0 52 702 04:30 PM 11 241 41 0 293 35 10 25 0 70 18 293 18 1 330 35 9 22 1 67 760 04:45 PM 8 240 53 0 301 37 10 18 2 67 10 284 23 2 319 25 5 24 0 54 741 Total 44 921 167 0 1132 132 50 113 4 299 55 1112 82 6 1255 132 25 77 1 235 2921 05:00 PM 10 254 27 0 291 35 11 22 0 68 12 314 25 3 354 32 6 16 0 54 767 05:15 PM 14 219 26 0 259 24 10 19 1 54 12 314 19 6 351 15 7 14 0 36 700 05:30 PM 6 204 28 0 238 20 10 14 0 44 21 290 31 3 345 15 9 7 0 31 658 05:45 PM 7 173 24 0 204 20 5 17 2 44 18 265 31 6 320 19 8 9 1 37 605 Total 37 850 105 0 992 99 36 72 3 210 63 1183 106 18 1370 81 30 46 1 158 2730 Grand Total 299 3977 655 1 4932 512 175 419 9 1115 479 4666 554 55 5754 459 128 311 7 905 12706 Apprch %6.1 80.6 13.3 0 45.9 15.7 37.6 0.8 8.3 81.1 9.6 1 50.7 14.1 34.4 0.8 Total %2.4 31.3 5.2 0 38.8 4 1.4 3.3 0.1 8.8 3.8 36.7 4.4 0.4 45.3 3.6 1 2.4 0.1 7.1 wsb 701 Xenia Ave S, Suite 300 Minneapolis, MN 55416 File Name : France Ave & Parklawn Ave Site Code : 5 Start Date : 4/11/2023 Page No : 2 France Ave & Parklawn Ave 6-9am & 3-6pm vehicles & peds France Ave From North Parklawn Ave From East France Ave From South Parklawn Ave From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 06:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 13 166 37 0 216 16 6 14 0 36 24 157 25 2 208 18 10 15 1 44 504 08:15 AM 18 160 19 0 197 23 8 15 0 46 25 156 21 4 206 17 9 11 1 38 487 08:30 AM 19 171 24 0 214 24 3 14 0 41 15 150 18 3 186 19 2 11 0 32 473 08:45 AM 20 175 29 0 224 18 7 21 0 46 25 214 22 0 261 24 4 13 0 41 572 Total Volume 70 672 109 0 851 81 24 64 0 169 89 677 86 9 861 78 25 50 2 155 2036 % App. Total 8.2 79 12.8 0 47.9 14.2 37.9 0 10.3 78.6 10 1 50.3 16.1 32.3 1.3 PHF .875 .960 .736 .000 .950 .844 .750 .762 .000 .918 .890 .791 .860 .563 .825 .813 .625 .833 .500 .881 .890 France Ave Parklawn Ave Parklawn Ave France Ave Right 70 Thru 672 Left 109 Peds 0 InOut Total 808 851 1659 Right81 Thru24 Left64 Peds0 OutTotalIn223 169 392 Left 86 Thru 677 Right 89 Peds 9 Out TotalIn 814 861 1675 Left50 Thru25 Right78 Peds2 TotalOutIn180 155 335 Peak Hour Begins at 08:00 AM vehicles & peds Peak Hour Data North wsb 701 Xenia Ave S, Suite 300 Minneapolis, MN 55416 File Name : France Ave & Parklawn Ave Site Code : 5 Start Date : 4/11/2023 Page No : 3 France Ave & Parklawn Ave 6-9am & 3-6pm vehicles & peds France Ave From North Parklawn Ave From East France Ave From South Parklawn Ave From West Start Time Rig ht Thr u Left Ped s App. Total Rig ht Thr u Left Ped s App. Total Right Thr u Left Peds App. Total Right Thr u Left Peds App. Total Int. Total Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM 13 224 36 0 273 22 18 32 0 72 12 270 22 1 305 34 3 15 0 52 702 04:30 PM 11 241 41 0 293 35 10 25 0 70 18 293 18 1 330 35 9 22 1 67 760 04:45 PM 8 240 53 0 301 37 10 18 2 67 10 284 23 2 319 25 5 24 0 54 741 05:00 PM 10 254 27 0 291 35 11 22 0 68 12 314 25 3 354 32 6 16 0 54 767 Total Volume 42 959 157 0 1158 129 49 97 2 277 52 1161 88 7 1308 126 23 77 1 227 2970 % App. Total 3.6 82.8 13.6 0 46.6 17.7 35 0.7 4 88.8 6.7 0.5 55.5 10.1 33.9 0.4 PHF .808 .944 .741 .000 .962 .872 .681 .758 .250 .962 .722 .924 .880 .583 .924 .900 .639 .802 .250 .847 .968 France Ave Parklawn Ave Parklawn Ave France Ave Right 42 Thru 959 Left 157 Peds 0 InOut Total 1367 1158 2525 Right129 Thru49 Left97 Peds2 OutTotalIn232 277 509 Left 88 Thru 1161 Right 52 Peds 7 Out TotalIn 1182 1308 2490 Left77 Thru23 Right126 Peds1 TotalOutIn179 227 406 Peak Hour Begins at 04:15 PM vehicles & peds Peak Hour Data North wsb 701 Xenia Ave S, Suite 300 Minneapolis, MN 55416 MACY SITE REDEVELOPMENT EAW TRAFFIC STUDY WSB PROJECT NO. R-22453-000 CITY OF EDINA APPENDIX B Traffic Operations Analysis Worksheets SimTraffic Simulation Summary 05/10/2023 Existing AM SimTraffic Report Page 1 Summary of All Intervals Run Number 1 2 3 4 5 Avg Start Time 6:57 6:57 6:57 6:57 6:57 6:57 End Time 8:00 8:00 8:00 8:00 8:00 8:00 Total Time (min) 63 63 63 63 63 63 Time Recorded (min) 60 60 60 60 60 60 # of Intervals 2 2 2 2 2 2 # of Recorded Intervals 1 1 1 1 1 1 Vehs Entered 2447 2629 2497 2477 2383 2486 Vehs Exited 2451 2591 2505 2479 2384 2480 Starting Vehs 71 65 89 68 71 69 Ending Vehs 67 103 81 66 70 76 Denied Entry Before 0 1 0 0 0 0 Denied Entry After 0 0 1 0 0 0 Travel Distance (mi) 2121 2271 2161 2130 2052 2147 Travel Time (hr) 75.3 81.6 77.8 76.3 72.9 76.8 Total Delay (hr) 15.7 17.8 16.4 15.8 14.6 16.1 Total Stops 2118 2358 2246 2162 2034 2184 Fuel Used (gal) 70.0 75.9 72.2 70.6 67.5 71.2 Interval #0 Information Seeding Start Time 6:57 End Time 7:00 Total Time (min) 3 Volumes adjusted by Growth Factors. No data recorded this interval. Interval #1 Information Recording Start Time 7:00 End Time 8:00 Total Time (min) 60 Volumes adjusted by Growth Factors. Run Number 1 2 3 4 5 Avg Vehs Entered 2447 2629 2497 2477 2383 2486 Vehs Exited 2451 2591 2505 2479 2384 2480 Starting Vehs 71 65 89 68 71 69 Ending Vehs 67 103 81 66 70 76 Denied Entry Before 0 1 0 0 0 0 Denied Entry After 0 0 1 0 0 0 Travel Distance (mi) 2121 2271 2161 2130 2052 2147 Travel Time (hr) 75.3 81.6 77.8 76.3 72.9 76.8 Total Delay (hr) 15.7 17.8 16.4 15.8 14.6 16.1 Total Stops 2118 2358 2246 2162 2034 2184 Fuel Used (gal) 70.0 75.9 72.2 70.6 67.5 71.2 SimTraffic Performance Report 05/10/2023 Existing AM SimTraffic Report Page 2 1: France Ave & Hazelton Rd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.0 0.0 0.0 0.1 0.0 0.1 0.0 0.0 0.0 0.1 0.0 0.0 Denied Del/Veh (s) 3.9 0.1 0.1 3.2 0.3 3.1 0.0 0.0 0.0 2.3 0.1 0.1 Total Delay (hr) 0.0 0.1 0.0 0.5 0.1 0.1 0.1 1.3 0.1 0.8 0.7 0.0 Total Del/Veh (s) 29.2 30.8 4.1 29.9 28.6 5.4 37.8 6.9 2.8 30.0 3.1 0.9 Stop Delay (hr) 0.0 0.1 0.0 0.5 0.1 0.1 0.1 0.8 0.1 0.8 0.2 0.0 Stop Del/Veh (s) 27.7 27.4 3.9 27.6 25.5 5.2 35.7 4.2 2.3 27.2 1.1 0.4 Total Stops 2 7 2 55 7 70 12 231 33 89 106 1 Stop/Veh 0.67 1.00 1.00 0.93 0.88 0.86 0.92 0.34 0.41 0.89 0.14 0.25 Travel Dist (mi) 0.4 1.1 0.4 12.4 1.7 17.1 1.0 56.3 6.7 27.0 213.8 1.2 Travel Time (hr) 0.0 0.1 0.0 1.0 0.1 0.8 0.2 2.7 0.3 1.7 6.1 0.0 Avg Speed (mph) 11 12 22 13 14 22 6 21 21 17 35 34 Fuel Used (gal) 0.0 0.0 0.0 0.5 0.1 0.5 0.0 1.6 0.1 0.9 5.9 0.0 Fuel Eff. (mpg) 26.9 29.2 38.9 27.0 29.3 34.1 21.1 34.5 46.6 31.1 36.5 41.1 HC Emissions (g) 0 0 0 2 0 6 0 18 2 5 79 0 CO Emissions (g) 1 3 1 66 9 129 7 573 62 205 2197 6 NOx Emissions (g) 0 0 0 7 1 17 0 63 5 22 301 1 Vehicles Entered 3 7 2 59 8 81 13 676 81 98 770 4 Vehicles Exited 3 7 2 58 7 80 13 681 81 98 773 4 Hourly Exit Rate 3 7 2 58 7 80 13 681 81 98 773 4 Input Volume 4 8 1 61 7 78 15 680 81 107 753 5 % of Volume 75 88 200 95 100 103 87 100 100 92 103 80 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0 Density (ft/veh) Occupancy (veh) 0 0 0 1 0 1 0 3 0 2 6 0 SimTraffic Performance Report 05/10/2023 Existing AM SimTraffic Report Page 3 1: France Ave & Hazelton Rd Performance by movement Movement All Denied Delay (hr) 0.2 Denied Del/Veh (s) 0.4 Total Delay (hr) 3.8 Total Del/Veh (s) 7.5 Stop Delay (hr) 2.7 Stop Del/Veh (s) 5.3 Total Stops 615 Stop/Veh 0.34 Travel Dist (mi) 339.2 Travel Time (hr) 13.1 Avg Speed (mph) 26 Fuel Used (gal) 9.7 Fuel Eff. (mpg) 35.1 HC Emissions (g) 112 CO Emissions (g) 3260 NOx Emissions (g) 417 Vehicles Entered 1802 Vehicles Exited 1807 Hourly Exit Rate 1807 Input Volume 1800 % of Volume 100 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 995 Occupancy (veh) 13 SimTraffic Performance Report 05/10/2023 Existing AM SimTraffic Report Page 4 2: France Ave & W 72nd St Performance by movement Movement EBR NBL NBT SBT SBR All Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.1 0.0 0.0 0.0 0.0 0.0 Total Delay (hr) 0.1 0.0 0.0 0.2 0.0 0.4 Total Del/Veh (s) 4.1 4.4 0.2 1.0 0.5 0.8 Stop Delay (hr) 0.1 0.0 0.0 0.0 0.0 0.1 Stop Del/Veh (s) 3.5 2.9 0.0 0.1 0.1 0.3 Total Stops 85 13 0 0 0 98 Stop/Veh 0.98 0.54 0.00 0.00 0.00 0.06 Travel Dist (mi) 22.8 1.0 31.0 71.1 1.3 127.3 Travel Time (hr) 0.9 0.1 0.9 2.1 0.1 4.0 Avg Speed (mph) 25 13 35 34 26 31 Fuel Used (gal) 0.6 0.0 0.9 3.0 0.0 4.6 Fuel Eff. (mpg) 36.3 36.2 33.8 23.5 41.1 27.5 HC Emissions (g) 7 0 12 45 0 64 CO Emissions (g) 135 6 375 1917 13 2446 NOx Emissions (g) 19 1 45 161 1 226 Vehicles Entered 86 24 772 817 16 1715 Vehicles Exited 86 24 771 817 16 1714 Hourly Exit Rate 86 24 771 817 16 1714 Input Volume 94 25 777 801 14 1711 % of Volume 91 96 99 102 114 100 Denied Entry Before 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 Density (ft/veh)890 Occupancy (veh) 1 0 1 2 0 4 SimTraffic Performance Report 05/10/2023 Existing AM SimTraffic Report Page 5 3: France Ave & Business Access Performance by movement Movement WBR NBT NBR SBT All Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.1 0.0 0.0 0.0 0.0 Total Delay (hr) 0.0 0.2 0.0 0.0 0.3 Total Del/Veh (s) 1.6 1.0 0.9 0.2 0.6 Stop Delay (hr) 0.0 0.0 0.0 0.0 0.0 Stop Del/Veh (s) 1.2 0.1 0.1 0.0 0.1 Total Stops 12 0 0 0 12 Stop/Veh 0.24 0.00 0.00 0.00 0.01 Travel Dist (mi) 3.4 58.3 3.8 36.3 101.8 Travel Time (hr) 0.2 1.7 0.2 1.1 3.2 Avg Speed (mph) 19 34 23 34 32 Fuel Used (gal) 0.1 2.5 0.1 1.2 3.9 Fuel Eff. (mpg) 42.0 23.1 33.2 30.0 25.9 HC Emissions (g) 1 33 2 18 53 CO Emissions (g) 17 1538 62 598 2215 NOx Emissions (g) 2 121 6 65 194 Vehicles Entered 51 745 48 903 1747 Vehicles Exited 51 744 48 904 1747 Hourly Exit Rate 51 744 48 904 1747 Input Volume 55 746 43 895 1739 % of Volume 93 100 112 101 100 Denied Entry Before 0 0 0 0 0 Denied Entry After 0 0 0 0 0 Density (ft/veh)809 Occupancy (veh) 0 2 0 1 3 SimTraffic Performance Report 05/10/2023 Existing AM SimTraffic Report Page 6 4: France Ave & Gallagher Dr Performance by movement Movement EBL EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR All Denied Delay (hr) 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 Denied Del/Veh (s) 4.0 0.3 4.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.2 Total Delay (hr) 0.4 0.0 0.3 0.0 0.0 0.4 0.9 0.0 0.2 0.8 0.0 3.2 Total Del/Veh (s) 30.7 5.4 28.0 25.0 5.2 27.5 4.6 3.1 33.9 3.6 1.8 6.2 Stop Delay (hr) 0.4 0.0 0.3 0.0 0.0 0.4 0.3 0.0 0.2 0.4 0.0 2.1 Stop Del/Veh (s) 28.5 4.8 26.0 22.5 4.9 24.0 1.7 1.3 32.4 1.9 1.4 4.0 Total Stops 45 23 32 3 8 50 115 7 18 141 16 458 Stop/Veh 0.90 0.88 0.91 0.75 0.89 0.93 0.16 0.22 0.95 0.17 0.23 0.25 Travel Dist (mi) 7.9 4.1 4.5 0.5 1.1 10.7 146.4 6.3 1.4 61.6 5.4 249.9 Travel Time (hr) 0.8 0.2 0.5 0.0 0.1 0.7 4.8 0.2 0.2 2.4 0.2 10.2 Avg Speed (mph) 11 21 10 11 20 14 31 28 6 26 22 25 Fuel Used (gal) 0.3 0.1 0.2 0.0 0.0 0.5 5.9 0.2 0.1 1.9 0.1 9.3 Fuel Eff. (mpg) 24.2 35.3 24.4 27.0 36.8 22.5 25.0 28.6 22.0 32.8 54.1 27.0 HC Emissions (g) 2 2 1 0 0 3 84 4 0 24 1 121 CO Emissions (g) 53 37 28 3 4 197 3499 145 10 844 32 4853 NOx Emissions (g) 5 5 3 0 0 14 299 12 1 86 3 428 Vehicles Entered 50 26 35 4 9 54 738 32 19 816 71 1854 Vehicles Exited 49 26 35 4 9 53 736 32 19 816 71 1850 Hourly Exit Rate 49 26 35 4 9 53 736 32 19 816 71 1850 Input Volume 51 27 40 3 9 50 729 29 21 806 69 1834 % of Volume 96 96 88 133 100 106 101 110 90 101 103 101 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0 Density (ft/veh)863 Occupancy (veh) 1 0 0 0 0 1 5 0 0 2 0 10 SimTraffic Performance Report 05/10/2023 Existing AM SimTraffic Report Page 7 5: France Ave & Parklawn Ave Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 1.5 0.1 0.1 0.0 0.0 0.0 Total Delay (hr) 0.3 0.2 0.1 0.5 0.2 0.1 0.7 1.7 0.1 0.8 1.8 0.1 Total Del/Veh (s) 26.0 27.5 5.3 26.6 31.5 4.8 30.8 8.7 2.5 27.3 9.2 5.5 Stop Delay (hr) 0.3 0.2 0.1 0.4 0.2 0.1 0.6 1.0 0.1 0.7 1.1 0.1 Stop Del/Veh (s) 24.2 25.2 4.6 24.7 28.5 5.1 27.3 5.0 2.1 23.9 5.5 3.8 Total Stops 41 24 68 56 20 75 74 239 36 95 242 31 Stop/Veh 0.87 0.86 0.87 0.88 0.95 0.86 0.87 0.34 0.38 0.87 0.34 0.44 Travel Dist (mi) 6.0 3.6 10.1 4.0 1.4 5.6 30.8 252.0 34.7 21.1 137.2 13.7 Travel Time (hr) 0.6 0.4 0.6 0.6 0.2 0.4 1.6 8.1 1.0 1.5 5.3 0.5 Avg Speed (mph) 10 10 18 6 6 15 20 31 33 14 26 26 Fuel Used (gal) 0.2 0.1 0.3 0.2 0.1 0.1 0.9 6.9 0.9 0.8 4.7 0.4 Fuel Eff. (mpg) 25.2 25.5 34.5 20.1 21.6 44.3 33.7 36.7 38.8 25.9 29.4 30.7 HC Emissions (g) 1 2 2 1 0 1 8 79 13 5 62 8 CO Emissions (g) 24 39 53 30 5 18 227 2242 343 278 2300 282 NOx Emissions (g) 3 5 8 3 0 2 31 311 48 20 221 25 Vehicles Entered 47 28 78 63 21 87 85 689 94 107 698 70 Vehicles Exited 45 28 78 62 21 86 84 692 94 108 696 69 Hourly Exit Rate 45 28 78 62 21 86 84 692 94 108 696 69 Input Volume 50 25 78 64 24 81 86 677 89 109 694 70 % of Volume 90 112 100 97 88 106 98 102 106 99 100 99 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0 Density (ft/veh) Occupancy (veh) 1 0 1 1 0 0 2 8 1 1 5 1 SimTraffic Performance Report 05/10/2023 Existing AM SimTraffic Report Page 8 5: France Ave & Parklawn Ave Performance by movement Movement All Denied Delay (hr) 0.1 Denied Del/Veh (s) 0.1 Total Delay (hr) 6.7 Total Del/Veh (s) 11.5 Stop Delay (hr) 4.9 Stop Del/Veh (s) 8.4 Total Stops 1001 Stop/Veh 0.48 Travel Dist (mi) 520.2 Travel Time (hr) 20.8 Avg Speed (mph) 25 Fuel Used (gal) 15.7 Fuel Eff. (mpg) 33.2 HC Emissions (g) 182 CO Emissions (g) 5839 NOx Emissions (g) 678 Vehicles Entered 2067 Vehicles Exited 2063 Hourly Exit Rate 2063 Input Volume 2047 % of Volume 101 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 800 Occupancy (veh) 21 SimTraffic Performance Report 05/10/2023 Existing AM SimTraffic Report Page 9 Total Network Performance Denied Delay (hr) 0.4 Denied Del/Veh (s) 0.6 Total Delay (hr) 15.7 Total Del/Veh (s) 22.1 Stop Delay (hr) 10.0 Stop Del/Veh (s) 14.0 Total Stops 2184 Stop/Veh 0.85 Travel Dist (mi) 2146.7 Travel Time (hr) 76.8 Avg Speed (mph) 28 Fuel Used (gal) 71.2 Fuel Eff. (mpg) 30.1 HC Emissions (g) 892 CO Emissions (g) 30275 NOx Emissions (g) 3236 Vehicles Entered 2486 Vehicles Exited 2480 Hourly Exit Rate 2480 Input Volume 12725 % of Volume 19 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 645 Occupancy (veh) 76 Queuing and Blocking Report 05/10/2023 Existing AM SimTraffic Report Page 10 Intersection: 1: France Ave & Hazelton Rd Movement EB EB WB WB WB NB NB NB NB NB SB SB Directions Served L TR L T R L T T T R L T Maximum Queue (ft) 30 40 78 36 59 64 106 124 113 63 115 96 Average Queue (ft) 3 8 35 5 25 12 46 57 50 22 54 38 95th Queue (ft) 16 31 69 23 49 40 85 105 103 54 100 86 Link Distance (ft) 817 1108 385 385 385 1451 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 80 130 130 170 300 300 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 1: France Ave & Hazelton Rd Movement SB SB Directions Served T TR Maximum Queue (ft) 80 49 Average Queue (ft) 17 11 95th Queue (ft) 53 35 Link Distance (ft) 1451 1451 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 2: France Ave & W 72nd St Movement EB NB Directions Served R L Maximum Queue (ft) 75 45 Average Queue (ft) 34 12 95th Queue (ft) 57 37 Link Distance (ft) 1411 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 220 Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 05/10/2023 Existing AM SimTraffic Report Page 11 Intersection: 3: France Ave & Business Access Movement WB Directions Served R Maximum Queue (ft) 30 Average Queue (ft) 7 95th Queue (ft) 24 Link Distance (ft) 344 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 4: France Ave & Gallagher Dr Movement EB EB WB WB NB NB NB NB SB SB SB SB Directions Served L TR L TR L T T TR L T T TR Maximum Queue (ft) 90 55 74 39 85 72 91 88 46 93 82 92 Average Queue (ft) 36 18 27 10 37 25 32 36 16 40 35 34 95th Queue (ft) 73 46 59 33 72 60 75 79 41 78 73 71 Link Distance (ft) 834 678 967 967 967 343 343 343 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 140 120 270 240 Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 05/10/2023 Existing AM SimTraffic Report Page 12 Intersection: 5: France Ave & Parklawn Ave Movement EB EB EB WB WB WB NB NB NB NB NB SB Directions Served L T R L T R L T T T R L Maximum Queue (ft) 80 78 62 90 38 74 112 143 132 94 54 136 Average Queue (ft) 33 22 34 36 13 22 51 68 47 36 18 59 95th Queue (ft) 66 59 58 73 35 48 100 121 96 75 43 107 Link Distance (ft) 632 277 277 1925 1925 1925 1925 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 100 80 320 400 Storage Blk Time (%) 0 0 1 Queuing Penalty (veh) 0 0 0 Intersection: 5: France Ave & Parklawn Ave Movement SB SB SB Directions Served T T TR Maximum Queue (ft) 102 120 129 Average Queue (ft) 46 60 52 95th Queue (ft) 87 108 104 Link Distance (ft) 967 967 967 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 1 SimTraffic Simulation Summary 05/10/2023 Existing PM SimTraffic Report Page 1 Summary of All Intervals Run Number 1 2 3 4 5 Avg Start Time 6:57 6:57 6:57 6:57 6:57 6:57 End Time 8:00 8:00 8:00 8:00 8:00 8:00 Total Time (min) 63 63 63 63 63 63 Time Recorded (min) 60 60 60 60 60 60 # of Intervals 2 2 2 2 2 2 # of Recorded Intervals 1 1 1 1 1 1 Vehs Entered 3843 3875 3772 3786 3884 3831 Vehs Exited 3839 3862 3728 3776 3869 3814 Starting Vehs 121 139 93 124 116 118 Ending Vehs 125 152 137 134 131 133 Denied Entry Before 1 2 0 1 0 0 Denied Entry After 1 0 1 0 1 0 Travel Distance (mi) 3226 3273 3167 3190 3230 3217 Travel Time (hr) 128.6 129.8 123.3 126.3 128.7 127.3 Total Delay (hr) 37.3 37.4 34.3 35.8 36.9 36.4 Total Stops 4344 4333 4028 4162 4253 4224 Fuel Used (gal) 114.8 116.5 111.7 113.4 114.2 114.1 Interval #0 Information Seeding Start Time 6:57 End Time 7:00 Total Time (min) 3 Volumes adjusted by Growth Factors. No data recorded this interval. Interval #1 Information Recording Start Time 7:00 End Time 8:00 Total Time (min) 60 Volumes adjusted by Growth Factors. Run Number 1 2 3 4 5 Avg Vehs Entered 3843 3875 3772 3786 3884 3831 Vehs Exited 3839 3862 3728 3776 3869 3814 Starting Vehs 121 139 93 124 116 118 Ending Vehs 125 152 137 134 131 133 Denied Entry Before 1 2 0 1 0 0 Denied Entry After 1 0 1 0 1 0 Travel Distance (mi) 3226 3273 3167 3190 3230 3217 Travel Time (hr) 128.6 129.8 123.3 126.3 128.7 127.3 Total Delay (hr) 37.3 37.4 34.3 35.8 36.9 36.4 Total Stops 4344 4333 4028 4162 4253 4224 Fuel Used (gal) 114.8 116.5 111.7 113.4 114.2 114.1 SimTraffic Performance Report 05/10/2023 Existing PM SimTraffic Report Page 2 1: France Ave & Hazelton Rd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.0 0.0 0.0 0.1 0.0 0.2 0.0 0.0 0.0 0.1 0.1 0.0 Denied Del/Veh (s) 4.0 0.1 0.2 3.0 0.6 3.0 0.0 0.0 0.0 2.1 0.2 0.1 Total Delay (hr) 0.1 0.1 0.0 1.1 0.1 0.5 0.1 5.0 0.2 1.5 1.5 0.0 Total Del/Veh (s) 29.4 23.8 6.3 29.3 26.5 9.8 33.4 14.4 5.0 29.7 5.6 2.7 Stop Delay (hr) 0.1 0.1 0.0 1.0 0.1 0.5 0.1 3.4 0.1 1.3 0.7 0.0 Stop Del/Veh (s) 27.7 20.8 6.0 26.1 22.9 8.8 30.9 9.7 3.8 25.7 2.4 2.1 Total Stops 14 11 7 113 12 151 12 661 62 149 225 1 Stop/Veh 0.93 0.79 0.78 0.86 0.86 0.78 0.92 0.53 0.54 0.85 0.23 0.33 Travel Dist (mi) 2.3 2.1 1.4 27.4 2.9 40.4 1.0 101.7 9.4 48.0 273.4 0.8 Travel Time (hr) 0.2 0.2 0.1 2.2 0.2 2.2 0.2 7.6 0.5 2.9 8.5 0.0 Avg Speed (mph) 11 13 20 13 14 20 7 13 18 17 32 31 Fuel Used (gal) 0.1 0.1 0.0 1.1 0.1 1.3 0.0 3.4 0.2 1.6 7.6 0.0 Fuel Eff. (mpg) 27.0 28.7 35.2 25.9 28.9 31.7 22.5 29.7 39.6 30.7 36.1 39.4 HC Emissions (g) 0 0 0 11 0 12 0 28 2 13 90 0 CO Emissions (g) 7 9 6 267 14 301 7 901 95 446 2771 4 NOx Emissions (g) 1 1 1 32 1 35 0 98 7 47 344 1 Vehicles Entered 15 13 9 130 14 191 13 1255 114 174 986 3 Vehicles Exited 15 14 9 129 14 191 12 1254 114 172 987 3 Hourly Exit Rate 15 14 9 129 14 191 12 1254 114 172 987 3 Input Volume 14 14 11 137 15 183 11 1246 116 181 981 4 % of Volume 107 100 82 94 93 104 109 101 98 95 101 75 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0 Density (ft/veh) Occupancy (veh) 0 0 0 2 0 2 0 8 1 3 8 0 SimTraffic Performance Report 05/10/2023 Existing PM SimTraffic Report Page 3 1: France Ave & Hazelton Rd Performance by movement Movement All Denied Delay (hr) 0.4 Denied Del/Veh (s) 0.5 Total Delay (hr) 10.2 Total Del/Veh (s) 12.6 Stop Delay (hr) 7.3 Stop Del/Veh (s) 8.9 Total Stops 1418 Stop/Veh 0.48 Travel Dist (mi) 511.0 Travel Time (hr) 24.8 Avg Speed (mph) 21 Fuel Used (gal) 15.5 Fuel Eff. (mpg) 33.0 HC Emissions (g) 158 CO Emissions (g) 4826 NOx Emissions (g) 568 Vehicles Entered 2917 Vehicles Exited 2914 Hourly Exit Rate 2914 Input Volume 2913 % of Volume 100 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 528 Occupancy (veh) 24 SimTraffic Performance Report 05/10/2023 Existing PM SimTraffic Report Page 4 2: France Ave & W 72nd St Performance by movement Movement EBR NBL NBT SBT SBR All Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.1 0.0 0.0 0.0 0.0 0.0 Total Delay (hr) 0.1 0.1 0.2 0.5 0.0 0.8 Total Del/Veh (s) 4.6 6.2 0.4 1.5 1.1 1.1 Stop Delay (hr) 0.1 0.1 0.0 0.0 0.0 0.2 Stop Del/Veh (s) 4.1 4.5 0.0 0.1 0.1 0.2 Total Stops 56 40 1 0 1 98 Stop/Veh 1.00 0.62 0.00 0.00 0.05 0.04 Travel Dist (mi) 15.0 2.6 55.7 96.5 1.8 171.6 Travel Time (hr) 0.6 0.2 1.7 3.1 0.1 5.7 Avg Speed (mph) 24 11 33 31 23 30 Fuel Used (gal) 0.4 0.1 1.7 4.9 0.1 7.1 Fuel Eff. (mpg) 37.0 32.2 32.5 19.7 30.1 24.0 HC Emissions (g) 4 0 24 73 0 102 CO Emissions (g) 81 13 887 3385 26 4392 NOx Emissions (g) 11 2 83 256 2 354 Vehicles Entered 56 64 1384 1106 21 2631 Vehicles Exited 56 63 1383 1111 21 2634 Hourly Exit Rate 56 63 1383 1111 21 2634 Input Volume 58 67 1374 1108 22 2629 % of Volume 97 94 101 100 95 100 Denied Entry Before 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 Density (ft/veh)631 Occupancy (veh) 1 0 2 3 0 6 SimTraffic Performance Report 05/10/2023 Existing PM SimTraffic Report Page 5 3: France Ave & Business Access Performance by movement Movement WBR NBT NBR SBT All Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.1 0.0 0.0 0.0 0.0 Total Delay (hr) 0.1 0.7 0.1 0.1 0.9 Total Del/Veh (s) 3.9 1.9 2.0 0.3 1.3 Stop Delay (hr) 0.1 0.0 0.0 0.0 0.1 Stop Del/Veh (s) 3.3 0.1 0.1 0.0 0.2 Total Stops 44 0 0 0 44 Stop/Veh 0.47 0.00 0.00 0.00 0.02 Travel Dist (mi) 6.3 105.9 7.7 46.9 166.8 Travel Time (hr) 0.4 3.6 0.4 1.3 5.7 Avg Speed (mph) 16 30 21 35 29 Fuel Used (gal) 0.2 5.7 0.3 1.4 7.7 Fuel Eff. (mpg) 35.3 18.5 24.9 32.5 21.8 HC Emissions (g) 1 82 4 21 108 CO Emissions (g) 42 3898 158 701 4799 NOx Emissions (g) 4 294 16 74 388 Vehicles Entered 94 1358 98 1165 2715 Vehicles Exited 94 1359 99 1165 2717 Hourly Exit Rate 94 1359 99 1165 2717 Input Volume 95 1350 96 1165 2706 % of Volume 99 101 103 100 100 Denied Entry Before 0 0 0 0 0 Denied Entry After 0 0 0 0 0 Density (ft/veh)450 Occupancy (veh) 0 4 0 1 6 SimTraffic Performance Report 05/10/2023 Existing PM SimTraffic Report Page 6 4: France Ave & Gallagher Dr Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.1 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 3.9 0.4 0.3 3.8 0.3 0.4 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (hr) 0.6 0.0 0.1 0.7 0.1 0.2 0.2 4.3 0.3 0.7 1.1 0.1 Total Del/Veh (s) 28.7 25.7 5.6 27.7 25.1 9.7 28.9 11.7 10.8 32.2 4.0 2.2 Stop Delay (hr) 0.6 0.0 0.1 0.6 0.1 0.2 0.2 2.1 0.1 0.7 0.6 0.0 Stop Del/Veh (s) 26.3 20.4 5.0 24.9 21.4 8.5 24.6 5.8 5.9 30.1 2.2 1.6 Total Stops 67 1 41 77 12 63 29 424 35 78 185 22 Stop/Veh 0.87 1.00 0.80 0.83 0.80 0.80 0.97 0.32 0.41 0.95 0.19 0.23 Travel Dist (mi) 12.1 0.2 7.9 11.8 1.9 10.1 5.9 259.5 17.0 6.1 74.8 7.1 Travel Time (hr) 1.1 0.0 0.4 1.2 0.2 0.6 0.4 11.1 0.8 1.0 3.0 0.3 Avg Speed (mph) 11 15 21 10 11 17 14 23 21 6 25 21 Fuel Used (gal) 0.5 0.0 0.2 0.5 0.1 0.3 0.3 11.5 0.7 0.3 2.3 0.1 Fuel Eff. (mpg) 23.6 30.0 35.1 21.4 25.2 30.0 22.4 22.6 25.7 21.0 33.1 55.2 HC Emissions (g) 4 0 2 5 0 5 4 152 11 2 27 1 CO Emissions (g) 108 1 53 156 15 124 135 6503 412 69 929 33 NOx Emissions (g) 11 0 6 15 1 13 12 546 37 6 99 3 Vehicles Entered 77 1 50 92 15 78 30 1301 85 82 988 94 Vehicles Exited 75 1 50 91 15 78 29 1303 85 81 988 94 Hourly Exit Rate 75 1 50 91 15 78 29 1303 85 81 988 94 Input Volume 79 2 47 88 14 75 30 1292 87 93 981 91 % of Volume 95 50 106 103 107 104 97 101 98 87 101 103 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0 Density (ft/veh) Occupancy (veh) 1 0 0 1 0 1 0 11 1 1 3 0 SimTraffic Performance Report 05/10/2023 Existing PM SimTraffic Report Page 7 4: France Ave & Gallagher Dr Performance by movement Movement All Denied Delay (hr) 0.2 Denied Del/Veh (s) 0.2 Total Delay (hr) 8.4 Total Del/Veh (s) 10.4 Stop Delay (hr) 5.4 Stop Del/Veh (s) 6.6 Total Stops 1034 Stop/Veh 0.36 Travel Dist (mi) 414.3 Travel Time (hr) 20.2 Avg Speed (mph) 21 Fuel Used (gal) 16.8 Fuel Eff. (mpg) 24.7 HC Emissions (g) 214 CO Emissions (g) 8539 NOx Emissions (g) 750 Vehicles Entered 2893 Vehicles Exited 2890 Hourly Exit Rate 2890 Input Volume 2879 % of Volume 100 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 434 Occupancy (veh) 20 SimTraffic Performance Report 05/10/2023 Existing PM SimTraffic Report Page 8 5: France Ave & Parklawn Ave Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 1.5 0.1 0.1 0.0 0.0 0.0 Total Delay (hr) 0.6 0.2 0.2 0.6 0.4 0.3 0.8 4.7 0.0 1.2 3.3 0.1 Total Del/Veh (s) 26.0 30.4 7.4 25.9 29.1 8.7 34.4 13.8 2.9 27.0 12.6 8.0 Stop Delay (hr) 0.5 0.2 0.2 0.6 0.3 0.3 0.7 2.7 0.0 1.0 2.1 0.1 Stop Del/Veh (s) 23.9 28.1 6.6 23.7 26.1 8.7 30.1 8.1 2.6 23.0 8.0 5.3 Total Stops 67 21 102 74 38 115 76 555 25 136 403 18 Stop/Veh 0.87 0.88 0.84 0.84 0.83 0.85 0.88 0.46 0.47 0.88 0.43 0.46 Travel Dist (mi) 9.9 3.1 15.6 5.6 2.9 8.8 31.2 438.9 19.0 30.1 185.2 7.6 Travel Time (hr) 1.0 0.3 0.9 0.9 0.5 0.7 1.7 15.8 0.6 2.1 8.1 0.3 Avg Speed (mph) 10 9 17 6 6 12 19 28 33 14 23 23 Fuel Used (gal) 0.4 0.1 0.5 0.3 0.1 0.2 1.0 12.0 0.5 1.2 6.7 0.3 Fuel Eff. (mpg) 24.5 24.5 33.0 19.9 21.4 38.4 32.8 36.6 38.3 25.7 27.5 28.4 HC Emissions (g) 3 0 3 2 1 1 5 128 8 10 89 4 CO Emissions (g) 62 10 71 46 23 33 184 3696 206 456 3429 163 NOx Emissions (g) 8 1 10 5 2 4 22 494 28 36 308 14 Vehicles Entered 76 24 121 87 46 136 85 1200 52 153 939 38 Vehicles Exited 77 24 120 88 45 136 84 1204 52 150 935 38 Hourly Exit Rate 77 24 120 88 45 136 84 1204 52 150 935 38 Input Volume 77 23 126 97 49 129 88 1203 52 157 918 42 % of Volume 100 104 95 91 92 105 95 100 100 96 102 90 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0 Density (ft/veh) Occupancy (veh) 1 0 1 1 0 1 2 16 1 2 8 0 SimTraffic Performance Report 05/10/2023 Existing PM SimTraffic Report Page 9 5: France Ave & Parklawn Ave Performance by movement Movement All Denied Delay (hr) 0.1 Denied Del/Veh (s) 0.1 Total Delay (hr) 12.4 Total Del/Veh (s) 15.0 Stop Delay (hr) 8.8 Stop Del/Veh (s) 10.6 Total Stops 1630 Stop/Veh 0.55 Travel Dist (mi) 758.1 Travel Time (hr) 33.0 Avg Speed (mph) 23 Fuel Used (gal) 23.3 Fuel Eff. (mpg) 32.6 HC Emissions (g) 254 CO Emissions (g) 8380 NOx Emissions (g) 933 Vehicles Entered 2957 Vehicles Exited 2953 Hourly Exit Rate 2953 Input Volume 2961 % of Volume 100 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 505 Occupancy (veh) 33 SimTraffic Performance Report 05/10/2023 Existing PM SimTraffic Report Page 10 Total Network Performance Denied Delay (hr) 0.8 Denied Del/Veh (s) 0.7 Total Delay (hr) 35.6 Total Del/Veh (s) 32.5 Stop Delay (hr) 22.0 Stop Del/Veh (s) 20.0 Total Stops 4224 Stop/Veh 1.07 Travel Dist (mi) 3217.2 Travel Time (hr) 127.3 Avg Speed (mph) 25 Fuel Used (gal) 114.1 Fuel Eff. (mpg) 28.2 HC Emissions (g) 1372 CO Emissions (g) 49725 NOx Emissions (g) 4960 Vehicles Entered 3831 Vehicles Exited 3814 Hourly Exit Rate 3814 Input Volume 19273 % of Volume 20 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 389 Occupancy (veh) 127 Queuing and Blocking Report 05/10/2023 Existing PM SimTraffic Report Page 11 Intersection: 1: France Ave & Hazelton Rd Movement EB EB WB WB WB NB NB NB NB NB SB SB Directions Served L TR L T R L T T T R L T Maximum Queue (ft) 42 57 142 36 111 43 168 201 206 77 181 150 Average Queue (ft) 12 17 70 10 51 13 108 129 134 33 84 68 95th Queue (ft) 37 48 125 31 93 37 159 185 192 63 145 124 Link Distance (ft) 817 1108 385 385 385 1451 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 80 130 130 170 300 300 Storage Blk Time (%) 0 1 0 0 Queuing Penalty (veh) 0 2 0 0 Intersection: 1: France Ave & Hazelton Rd Movement SB SB Directions Served T TR Maximum Queue (ft) 116 94 Average Queue (ft) 37 25 95th Queue (ft) 84 65 Link Distance (ft) 1451 1451 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 2: France Ave & W 72nd St Movement EB NB SB Directions Served R L TR Maximum Queue (ft) 62 61 24 Average Queue (ft) 26 26 1 95th Queue (ft) 50 55 10 Link Distance (ft) 1411 385 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 220 Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 05/10/2023 Existing PM SimTraffic Report Page 12 Intersection: 3: France Ave & Business Access Movement WB Directions Served R Maximum Queue (ft) 67 Average Queue (ft) 21 95th Queue (ft) 46 Link Distance (ft) 344 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 4: France Ave & Gallagher Dr Movement EB EB WB WB NB NB NB NB SB SB SB SB Directions Served L TR L TR L T T TR L T T TR Maximum Queue (ft) 100 59 121 117 80 152 164 196 127 99 108 103 Average Queue (ft) 49 26 53 43 25 74 88 110 54 47 48 42 95th Queue (ft) 91 53 97 85 62 131 146 186 101 85 89 84 Link Distance (ft) 834 678 967 967 967 343 343 343 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 140 120 270 240 Storage Blk Time (%) 1 0 Queuing Penalty (veh) 0 0 Queuing and Blocking Report 05/10/2023 Existing PM SimTraffic Report Page 13 Intersection: 5: France Ave & Parklawn Ave Movement EB EB EB WB WB WB NB NB NB NB NB SB Directions Served L T R L T R L T T T R L Maximum Queue (ft) 95 57 104 93 102 102 119 181 174 183 50 166 Average Queue (ft) 45 21 44 45 26 37 52 117 105 92 13 83 95th Queue (ft) 83 51 76 86 72 75 95 169 164 156 36 144 Link Distance (ft) 632 277 277 1925 1925 1925 1925 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 100 80 320 400 Storage Blk Time (%) 0 0 2 1 Queuing Penalty (veh) 1 0 1 1 Intersection: 5: France Ave & Parklawn Ave Movement SB SB SB Directions Served T T TR Maximum Queue (ft) 128 141 158 Average Queue (ft) 68 85 86 95th Queue (ft) 115 133 137 Link Distance (ft) 967 967 967 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 6 SimTraffic Simulation Summary 05/10/2023 2025 No-Build AM SimTraffic Report Page 1 Summary of All Intervals Run Number 1 2 3 4 5 Avg Start Time 6:57 6:57 6:57 6:57 6:57 6:57 End Time 8:00 8:00 8:00 8:00 8:00 8:00 Total Time (min) 63 63 63 63 63 63 Time Recorded (min) 60 60 60 60 60 60 # of Intervals 2 2 2 2 2 2 # of Recorded Intervals 1 1 1 1 1 1 Vehs Entered 2482 2550 2553 2457 2471 2502 Vehs Exited 2483 2517 2540 2436 2469 2490 Starting Vehs 66 74 71 63 78 63 Ending Vehs 65 107 84 84 80 85 Denied Entry Before 0 2 0 0 0 0 Denied Entry After 0 1 0 0 0 0 Travel Distance (mi) 2130 2188 2196 2106 2128 2149 Travel Time (hr) 75.9 77.8 78.9 76.2 76.7 77.1 Total Delay (hr) 15.6 16.0 16.4 16.5 16.2 16.1 Total Stops 2189 2132 2257 2190 2172 2185 Fuel Used (gal) 70.3 72.5 72.9 69.9 70.2 71.2 Interval #0 Information Seeding Start Time 6:57 End Time 7:00 Total Time (min) 3 Volumes adjusted by Growth Factors. No data recorded this interval. Interval #1 Information Recording Start Time 7:00 End Time 8:00 Total Time (min) 60 Volumes adjusted by Growth Factors. Run Number 1 2 3 4 5 Avg Vehs Entered 2482 2550 2553 2457 2471 2502 Vehs Exited 2483 2517 2540 2436 2469 2490 Starting Vehs 66 74 71 63 78 63 Ending Vehs 65 107 84 84 80 85 Denied Entry Before 0 2 0 0 0 0 Denied Entry After 0 1 0 0 0 0 Travel Distance (mi) 2130 2188 2196 2106 2128 2149 Travel Time (hr) 75.9 77.8 78.9 76.2 76.7 77.1 Total Delay (hr) 15.6 16.0 16.4 16.5 16.2 16.1 Total Stops 2189 2132 2257 2190 2172 2185 Fuel Used (gal) 70.3 72.5 72.9 69.9 70.2 71.2 SimTraffic Performance Report 05/10/2023 2025 No-Build AM SimTraffic Report Page 2 1: France Ave & Hazelton Rd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.0 0.0 0.0 0.1 0.0 0.1 0.0 0.0 0.0 0.1 0.0 0.0 Denied Del/Veh (s) 4.8 0.2 0.1 3.2 0.5 3.1 0.0 0.0 0.0 2.3 0.2 0.1 Total Delay (hr) 0.0 0.0 0.0 0.5 0.1 0.1 0.2 1.3 0.1 0.9 0.6 0.0 Total Del/Veh (s) 23.0 24.4 3.9 31.0 29.8 5.3 37.4 6.9 2.7 28.4 3.0 0.9 Stop Delay (hr) 0.0 0.0 0.0 0.5 0.1 0.1 0.2 0.8 0.0 0.8 0.2 0.0 Stop Del/Veh (s) 21.1 21.6 3.7 28.8 26.3 5.0 35.4 4.1 2.3 25.5 1.0 0.6 Total Stops 3 5 2 55 6 72 16 236 29 96 99 0 Stop/Veh 1.00 0.83 1.00 0.92 0.86 0.87 0.94 0.34 0.38 0.85 0.13 0.00 Travel Dist (mi) 0.5 0.8 0.3 12.5 1.6 17.5 1.4 56.8 6.3 30.9 211.0 1.1 Travel Time (hr) 0.0 0.1 0.0 1.0 0.1 0.9 0.2 2.8 0.3 1.8 6.0 0.0 Avg Speed (mph) 14 12 21 13 14 22 6 21 21 17 35 32 Fuel Used (gal) 0.0 0.0 0.0 0.5 0.1 0.5 0.1 1.6 0.1 1.0 5.8 0.0 Fuel Eff. (mpg) 31.3 29.9 37.8 26.8 29.5 33.5 22.2 35.1 47.0 31.1 36.7 41.3 HC Emissions (g) 0 0 0 2 0 8 0 18 1 9 59 0 CO Emissions (g) 1 2 1 66 6 160 7 559 56 293 1886 4 NOx Emissions (g) 0 0 0 7 1 21 1 64 4 34 248 1 Vehicles Entered 3 5 2 59 7 83 17 683 76 112 761 4 Vehicles Exited 3 6 2 58 7 83 17 687 76 111 762 4 Hourly Exit Rate 3 6 2 58 7 83 17 687 76 111 762 4 Input Volume 4 8 1 62 7 79 15 691 82 109 765 5 % of Volume 75 75 200 94 100 105 113 99 93 102 100 80 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0 Density (ft/veh) Occupancy (veh) 0 0 0 1 0 1 0 3 0 2 6 0 SimTraffic Performance Report 05/10/2023 2025 No-Build AM SimTraffic Report Page 3 1: France Ave & Hazelton Rd Performance by movement Movement All Denied Delay (hr) 0.2 Denied Del/Veh (s) 0.5 Total Delay (hr) 3.8 Total Del/Veh (s) 7.6 Stop Delay (hr) 2.7 Stop Del/Veh (s) 5.4 Total Stops 619 Stop/Veh 0.34 Travel Dist (mi) 340.8 Travel Time (hr) 13.3 Avg Speed (mph) 26 Fuel Used (gal) 9.7 Fuel Eff. (mpg) 35.2 HC Emissions (g) 99 CO Emissions (g) 3040 NOx Emissions (g) 381 Vehicles Entered 1812 Vehicles Exited 1816 Hourly Exit Rate 1816 Input Volume 1828 % of Volume 99 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 986 Occupancy (veh) 13 SimTraffic Performance Report 05/10/2023 2025 No-Build AM SimTraffic Report Page 4 2: France Ave & W 72nd St Performance by movement Movement EBR NBL NBT SBT SBR All Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.1 0.0 0.0 0.0 0.0 0.0 Total Delay (hr) 0.1 0.0 0.0 0.2 0.0 0.4 Total Del/Veh (s) 4.5 5.2 0.2 1.0 0.6 0.9 Stop Delay (hr) 0.1 0.0 0.0 0.0 0.0 0.1 Stop Del/Veh (s) 3.8 3.7 0.0 0.1 0.1 0.3 Total Stops 93 15 0 0 0 108 Stop/Veh 0.98 0.60 0.00 0.00 0.00 0.06 Travel Dist (mi) 25.0 1.0 31.3 70.3 1.4 129.0 Travel Time (hr) 1.0 0.1 0.9 2.1 0.1 4.1 Avg Speed (mph) 24 12 35 34 25 31 Fuel Used (gal) 0.7 0.0 0.9 2.9 0.0 4.6 Fuel Eff. (mpg) 35.9 37.8 33.6 24.2 39.5 28.1 HC Emissions (g) 5 0 12 38 0 56 CO Emissions (g) 119 6 374 1713 14 2225 NOx Emissions (g) 15 1 46 140 1 202 Vehicles Entered 94 25 779 806 16 1720 Vehicles Exited 93 25 778 808 16 1720 Hourly Exit Rate 93 25 778 808 16 1720 Input Volume 96 25 790 814 14 1739 % of Volume 97 100 98 99 114 99 Denied Entry Before 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 Density (ft/veh)871 Occupancy (veh) 1 0 1 2 0 4 SimTraffic Performance Report 05/10/2023 2025 No-Build AM SimTraffic Report Page 5 3: France Ave & Business Access Performance by movement Movement WBR NBT NBR SBT All Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.1 0.0 0.0 0.0 0.0 Total Delay (hr) 0.0 0.2 0.0 0.1 0.3 Total Del/Veh (s) 1.7 1.0 0.9 0.2 0.6 Stop Delay (hr) 0.0 0.0 0.0 0.0 0.1 Stop Del/Veh (s) 1.4 0.1 0.1 0.0 0.1 Total Stops 16 0 0 0 16 Stop/Veh 0.30 0.00 0.00 0.00 0.01 Travel Dist (mi) 3.6 58.7 3.3 36.1 101.7 Travel Time (hr) 0.2 1.8 0.1 1.1 3.2 Avg Speed (mph) 19 33 23 33 32 Fuel Used (gal) 0.1 2.5 0.1 1.2 3.9 Fuel Eff. (mpg) 42.3 23.3 33.5 29.5 25.9 HC Emissions (g) 1 33 1 15 50 CO Emissions (g) 18 1534 47 556 2154 NOx Emissions (g) 2 122 4 56 184 Vehicles Entered 54 749 42 901 1746 Vehicles Exited 54 748 43 901 1746 Hourly Exit Rate 54 748 43 901 1746 Input Volume 56 758 44 910 1768 % of Volume 96 99 98 99 99 Denied Entry Before 0 0 0 0 0 Denied Entry After 0 0 0 0 0 Density (ft/veh)805 Occupancy (veh) 0 2 0 1 3 SimTraffic Performance Report 05/10/2023 2025 No-Build AM SimTraffic Report Page 6 4: France Ave & Gallagher Dr Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 4.1 0.4 0.2 4.1 0.1 0.2 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (hr) 0.5 0.0 0.0 0.3 0.0 0.0 0.4 0.9 0.0 0.2 0.8 0.0 Total Del/Veh (s) 30.9 14.6 5.4 28.0 18.9 5.3 28.5 4.6 3.6 32.4 3.5 1.5 Stop Delay (hr) 0.4 0.0 0.0 0.3 0.0 0.0 0.3 0.3 0.0 0.2 0.4 0.0 Stop Del/Veh (s) 28.7 11.9 4.9 26.0 16.7 5.1 24.9 1.6 1.6 30.9 1.8 1.1 Total Stops 48 0 26 35 2 6 43 114 8 17 139 13 Stop/Veh 0.91 0.00 0.84 0.85 0.67 0.86 0.91 0.15 0.24 0.94 0.17 0.18 Travel Dist (mi) 8.3 0.1 4.9 5.2 0.4 0.9 9.2 146.1 6.6 1.4 61.3 5.4 Travel Time (hr) 0.8 0.0 0.2 0.6 0.0 0.0 0.7 4.8 0.2 0.2 2.3 0.2 Avg Speed (mph) 11 15 21 10 13 20 14 30 27 7 26 22 Fuel Used (gal) 0.3 0.0 0.1 0.2 0.0 0.0 0.4 5.8 0.2 0.1 1.9 0.1 Fuel Eff. (mpg) 24.4 28.0 35.8 23.8 25.8 36.7 22.7 25.1 27.5 22.7 32.8 54.2 HC Emissions (g) 1 0 2 3 0 0 3 80 5 0 20 1 CO Emissions (g) 51 1 41 58 3 3 173 3374 172 10 793 31 NOx Emissions (g) 5 0 5 7 0 0 13 289 15 1 75 2 Vehicles Entered 52 1 31 41 3 7 46 735 33 18 812 71 Vehicles Exited 53 1 30 41 3 7 46 732 33 18 811 71 Hourly Exit Rate 53 1 30 41 3 7 46 732 33 18 811 71 Input Volume 52 1 27 41 3 9 51 741 29 21 819 70 % of Volume 102 100 111 100 100 78 90 99 114 86 99 101 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0 Density (ft/veh) Occupancy (veh) 1 0 0 1 0 0 1 5 0 0 2 0 SimTraffic Performance Report 05/10/2023 2025 No-Build AM SimTraffic Report Page 7 4: France Ave & Gallagher Dr Performance by movement Movement All Denied Delay (hr) 0.1 Denied Del/Veh (s) 0.2 Total Delay (hr) 3.2 Total Del/Veh (s) 6.2 Stop Delay (hr) 2.1 Stop Del/Veh (s) 4.0 Total Stops 451 Stop/Veh 0.24 Travel Dist (mi) 249.6 Travel Time (hr) 10.2 Avg Speed (mph) 25 Fuel Used (gal) 9.2 Fuel Eff. (mpg) 27.1 HC Emissions (g) 115 CO Emissions (g) 4709 NOx Emissions (g) 413 Vehicles Entered 1850 Vehicles Exited 1846 Hourly Exit Rate 1846 Input Volume 1864 % of Volume 99 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 862 Occupancy (veh) 10 SimTraffic Performance Report 05/10/2023 2025 No-Build AM SimTraffic Report Page 8 5: France Ave & Parklawn Ave Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 1.5 0.1 0.1 0.0 0.0 0.0 Total Delay (hr) 0.4 0.2 0.1 0.5 0.2 0.1 0.7 1.6 0.1 0.8 1.8 0.1 Total Del/Veh (s) 25.4 31.1 5.5 27.8 28.7 4.2 32.3 8.6 2.6 26.5 9.2 5.6 Stop Delay (hr) 0.3 0.2 0.1 0.5 0.2 0.1 0.7 1.0 0.1 0.7 1.1 0.1 Stop Del/Veh (s) 23.5 28.9 5.0 25.8 25.9 4.5 28.9 5.0 2.1 22.8 5.5 3.6 Total Stops 44 19 67 59 21 66 73 235 37 94 245 31 Stop/Veh 0.85 0.90 0.88 0.86 0.81 0.85 0.89 0.34 0.41 0.86 0.35 0.40 Travel Dist (mi) 6.7 2.8 9.9 4.3 1.7 5.1 29.6 249.9 33.2 21.1 136.9 15.2 Travel Time (hr) 0.6 0.3 0.6 0.7 0.3 0.3 1.6 8.0 1.0 1.4 5.3 0.6 Avg Speed (mph) 10 9 18 6 6 15 19 31 33 15 26 25 Fuel Used (gal) 0.3 0.1 0.3 0.2 0.1 0.1 0.9 6.8 0.8 0.8 4.7 0.5 Fuel Eff. (mpg) 25.0 25.0 34.3 19.6 21.4 45.7 33.2 36.6 39.6 25.8 29.4 31.1 HC Emissions (g) 1 0 2 1 0 1 10 79 9 6 56 5 CO Emissions (g) 34 12 43 33 7 16 266 2237 273 303 2219 232 NOx Emissions (g) 4 1 6 4 1 2 37 309 37 24 205 18 Vehicles Entered 51 21 76 68 26 78 81 685 91 108 697 77 Vehicles Exited 51 21 76 67 25 78 81 685 91 108 698 77 Hourly Exit Rate 51 21 76 67 25 78 81 685 91 108 698 77 Input Volume 51 25 79 65 24 82 87 688 90 111 705 71 % of Volume 100 84 96 103 104 95 93 100 101 97 99 108 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0 Density (ft/veh) Occupancy (veh) 1 0 1 1 0 0 2 8 1 1 5 1 SimTraffic Performance Report 05/10/2023 2025 No-Build AM SimTraffic Report Page 9 5: France Ave & Parklawn Ave Performance by movement Movement All Denied Delay (hr) 0.1 Denied Del/Veh (s) 0.1 Total Delay (hr) 6.7 Total Del/Veh (s) 11.5 Stop Delay (hr) 4.9 Stop Del/Veh (s) 8.5 Total Stops 991 Stop/Veh 0.48 Travel Dist (mi) 516.4 Travel Time (hr) 20.8 Avg Speed (mph) 25 Fuel Used (gal) 15.6 Fuel Eff. (mpg) 33.1 HC Emissions (g) 170 CO Emissions (g) 5675 NOx Emissions (g) 647 Vehicles Entered 2059 Vehicles Exited 2058 Hourly Exit Rate 2058 Input Volume 2078 % of Volume 99 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 802 Occupancy (veh) 21 SimTraffic Performance Report 05/10/2023 2025 No-Build AM SimTraffic Report Page 10 Total Network Performance Denied Delay (hr) 0.4 Denied Del/Veh (s) 0.6 Total Delay (hr) 15.7 Total Del/Veh (s) 22.0 Stop Delay (hr) 10.0 Stop Del/Veh (s) 14.0 Total Stops 2185 Stop/Veh 0.85 Travel Dist (mi) 2149.4 Travel Time (hr) 77.1 Avg Speed (mph) 28 Fuel Used (gal) 71.2 Fuel Eff. (mpg) 30.2 HC Emissions (g) 826 CO Emissions (g) 29153 NOx Emissions (g) 3064 Vehicles Entered 2502 Vehicles Exited 2490 Hourly Exit Rate 2490 Input Volume 12922 % of Volume 19 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 642 Occupancy (veh) 77 Queuing and Blocking Report 05/10/2023 2025 No-Build AM SimTraffic Report Page 11 Intersection: 1: France Ave & Hazelton Rd Movement EB EB WB WB WB NB NB NB NB NB SB SB Directions Served L TR L T R L T T T R L T Maximum Queue (ft) 30 36 93 40 63 50 100 114 118 64 141 90 Average Queue (ft) 3 6 38 5 26 16 50 59 52 19 60 34 95th Queue (ft) 17 27 77 23 53 41 89 104 103 50 112 74 Link Distance (ft) 817 1108 385 385 385 1451 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 80 130 130 170 300 300 Storage Blk Time (%) 0 Queuing Penalty (veh) 0 Intersection: 1: France Ave & Hazelton Rd Movement SB SB Directions Served T TR Maximum Queue (ft) 64 49 Average Queue (ft) 16 11 95th Queue (ft) 45 34 Link Distance (ft) 1451 1451 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 2: France Ave & W 72nd St Movement EB NB SB Directions Served R L TR Maximum Queue (ft) 76 55 8 Average Queue (ft) 35 14 0 95th Queue (ft) 59 42 5 Link Distance (ft) 1411 385 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 220 Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 05/10/2023 2025 No-Build AM SimTraffic Report Page 12 Intersection: 3: France Ave & Business Access Movement WB Directions Served R Maximum Queue (ft) 48 Average Queue (ft) 10 95th Queue (ft) 33 Link Distance (ft) 344 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 4: France Ave & Gallagher Dr Movement EB EB WB WB NB NB NB NB SB SB SB SB Directions Served L TR L TR L T T TR L T T TR Maximum Queue (ft) 90 64 80 35 80 68 88 106 54 93 89 92 Average Queue (ft) 39 20 30 7 34 27 32 33 15 38 32 34 95th Queue (ft) 73 50 65 28 73 58 71 79 41 77 74 74 Link Distance (ft) 834 678 967 967 967 343 343 343 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 140 120 270 240 Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 05/10/2023 2025 No-Build AM SimTraffic Report Page 13 Intersection: 5: France Ave & Parklawn Ave Movement EB EB EB WB WB WB NB NB NB NB NB SB Directions Served L T R L T R L T T T R L Maximum Queue (ft) 85 58 63 94 48 66 117 126 129 85 57 122 Average Queue (ft) 35 18 33 38 14 20 52 65 44 33 19 58 95th Queue (ft) 73 50 57 76 38 43 92 109 90 74 46 106 Link Distance (ft) 632 277 277 1925 1925 1925 1925 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 100 80 320 400 Storage Blk Time (%) 0 1 0 Queuing Penalty (veh) 0 0 0 Intersection: 5: France Ave & Parklawn Ave Movement SB SB SB Directions Served T T TR Maximum Queue (ft) 104 126 127 Average Queue (ft) 48 60 56 95th Queue (ft) 90 110 107 Link Distance (ft) 967 967 967 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 1 SimTraffic Simulation Summary 05/10/2023 2025 No-Build PM SimTraffic Report Page 1 Summary of All Intervals Run Number 1 2 3 4 5 Avg Start Time 6:57 6:57 6:57 6:57 6:57 6:57 End Time 8:00 8:00 8:00 8:00 8:00 8:00 Total Time (min) 63 63 63 63 63 63 Time Recorded (min) 60 60 60 60 60 60 # of Intervals 2 2 2 2 2 2 # of Recorded Intervals 1 1 1 1 1 1 Vehs Entered 3935 3914 3845 3827 3863 3878 Vehs Exited 3901 3900 3841 3830 3823 3858 Starting Vehs 117 91 120 127 105 106 Ending Vehs 151 105 124 124 145 126 Denied Entry Before 1 3 1 1 0 0 Denied Entry After 1 0 0 0 0 0 Travel Distance (mi) 3304 3282 3233 3228 3245 3258 Travel Time (hr) 133.2 131.9 130.7 129.3 127.6 130.5 Total Delay (hr) 39.7 39.0 39.2 37.8 35.8 38.3 Total Stops 4484 4401 4388 4358 4149 4360 Fuel Used (gal) 118.4 118.3 115.0 114.7 114.3 116.1 Interval #0 Information Seeding Start Time 6:57 End Time 7:00 Total Time (min) 3 Volumes adjusted by Growth Factors. No data recorded this interval. Interval #1 Information Recording Start Time 7:00 End Time 8:00 Total Time (min) 60 Volumes adjusted by Growth Factors. Run Number 1 2 3 4 5 Avg Vehs Entered 3935 3914 3845 3827 3863 3878 Vehs Exited 3901 3900 3841 3830 3823 3858 Starting Vehs 117 91 120 127 105 106 Ending Vehs 151 105 124 124 145 126 Denied Entry Before 1 3 1 1 0 0 Denied Entry After 1 0 0 0 0 0 Travel Distance (mi) 3304 3282 3233 3228 3245 3258 Travel Time (hr) 133.2 131.9 130.7 129.3 127.6 130.5 Total Delay (hr) 39.7 39.0 39.2 37.8 35.8 38.3 Total Stops 4484 4401 4388 4358 4149 4360 Fuel Used (gal) 118.4 118.3 115.0 114.7 114.3 116.1 SimTraffic Performance Report 05/10/2023 2025 No-Build PM SimTraffic Report Page 2 1: France Ave & Hazelton Rd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.0 0.0 0.0 0.1 0.0 0.2 0.0 0.0 0.0 0.1 0.1 0.0 Denied Del/Veh (s) 4.0 0.1 0.2 3.0 0.6 3.1 0.0 0.0 0.0 2.1 0.2 0.1 Total Delay (hr) 0.1 0.1 0.0 1.2 0.1 0.5 0.1 5.3 0.2 1.6 1.5 0.0 Total Del/Veh (s) 28.6 25.0 6.2 30.5 23.8 8.9 34.8 14.9 5.1 30.0 5.3 1.4 Stop Delay (hr) 0.1 0.1 0.0 1.1 0.1 0.4 0.1 3.6 0.1 1.4 0.6 0.0 Stop Del/Veh (s) 26.5 22.1 5.5 27.4 20.3 8.0 32.5 10.3 3.9 25.7 2.2 0.9 Total Stops 15 9 11 127 10 140 9 676 67 164 213 1 Stop/Veh 0.88 0.82 0.92 0.88 0.77 0.77 1.00 0.53 0.58 0.85 0.21 0.20 Travel Dist (mi) 2.6 1.7 1.9 30.1 2.7 37.9 0.7 102.5 9.6 52.6 274.2 1.3 Travel Time (hr) 0.2 0.1 0.1 2.4 0.2 2.0 0.1 7.9 0.5 3.2 8.5 0.0 Avg Speed (mph) 11 13 20 13 15 20 6 13 18 17 33 32 Fuel Used (gal) 0.1 0.1 0.1 1.2 0.1 1.2 0.0 3.5 0.2 1.7 7.7 0.0 Fuel Eff. (mpg) 25.1 29.9 32.8 25.6 29.3 31.7 21.6 29.5 40.2 30.5 35.8 38.0 HC Emissions (g) 0 0 0 8 0 11 0 26 2 15 101 0 CO Emissions (g) 14 7 9 224 15 283 4 838 99 499 2994 8 NOx Emissions (g) 1 1 1 25 1 33 0 93 7 56 376 1 Vehicles Entered 17 11 12 143 13 179 9 1265 116 190 990 5 Vehicles Exited 17 11 12 143 13 181 9 1266 115 189 990 5 Hourly Exit Rate 17 11 12 143 13 181 9 1266 115 189 990 5 Input Volume 14 14 11 139 15 186 11 1266 118 184 997 4 % of Volume 121 79 109 103 87 97 82 100 97 103 99 125 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0 Density (ft/veh) Occupancy (veh) 0 0 0 2 0 2 0 8 1 3 8 0 SimTraffic Performance Report 05/10/2023 2025 No-Build PM SimTraffic Report Page 3 1: France Ave & Hazelton Rd Performance by movement Movement All Denied Delay (hr) 0.5 Denied Del/Veh (s) 0.6 Total Delay (hr) 10.6 Total Del/Veh (s) 12.9 Stop Delay (hr) 7.6 Stop Del/Veh (s) 9.3 Total Stops 1442 Stop/Veh 0.49 Travel Dist (mi) 517.9 Travel Time (hr) 25.4 Avg Speed (mph) 21 Fuel Used (gal) 15.9 Fuel Eff. (mpg) 32.7 HC Emissions (g) 166 CO Emissions (g) 4996 NOx Emissions (g) 595 Vehicles Entered 2950 Vehicles Exited 2951 Hourly Exit Rate 2951 Input Volume 2959 % of Volume 100 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 516 Occupancy (veh) 25 SimTraffic Performance Report 05/10/2023 2025 No-Build PM SimTraffic Report Page 4 2: France Ave & W 72nd St Performance by movement Movement EBR NBL NBT SBT SBR All Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.1 0.0 0.0 0.0 0.0 0.0 Total Delay (hr) 0.1 0.1 0.2 0.5 0.0 0.8 Total Del/Veh (s) 5.0 6.7 0.4 1.4 1.0 1.1 Stop Delay (hr) 0.1 0.1 0.0 0.0 0.0 0.2 Stop Del/Veh (s) 4.5 5.1 0.0 0.1 0.1 0.3 Total Stops 59 43 0 0 0 102 Stop/Veh 1.00 0.67 0.00 0.00 0.00 0.04 Travel Dist (mi) 15.8 2.6 56.0 98.0 1.9 174.2 Travel Time (hr) 0.7 0.2 1.7 3.1 0.1 5.8 Avg Speed (mph) 24 11 33 31 23 30 Fuel Used (gal) 0.4 0.1 1.7 4.9 0.1 7.2 Fuel Eff. (mpg) 36.5 32.2 32.6 19.8 29.5 24.1 HC Emissions (g) 5 0 23 76 0 104 CO Emissions (g) 87 14 851 3461 31 4444 NOx Emissions (g) 13 2 80 263 2 359 Vehicles Entered 59 64 1392 1123 22 2660 Vehicles Exited 59 63 1390 1123 22 2657 Hourly Exit Rate 59 63 1390 1123 22 2657 Input Volume 59 68 1396 1125 22 2670 % of Volume 100 93 100 100 100 100 Denied Entry Before 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 Density (ft/veh)622 Occupancy (veh) 1 0 2 3 0 6 SimTraffic Performance Report 05/10/2023 2025 No-Build PM SimTraffic Report Page 5 3: France Ave & Business Access Performance by movement Movement WBR NBT NBR SBT All Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.2 0.0 0.0 0.0 0.0 Total Delay (hr) 0.1 0.7 0.1 0.1 1.0 Total Del/Veh (s) 4.4 1.9 1.9 0.3 1.3 Stop Delay (hr) 0.1 0.0 0.0 0.0 0.2 Stop Del/Veh (s) 3.8 0.1 0.1 0.0 0.2 Total Stops 40 0 0 1 41 Stop/Veh 0.43 0.00 0.00 0.00 0.01 Travel Dist (mi) 6.2 106.7 7.8 47.7 168.4 Travel Time (hr) 0.4 3.6 0.4 1.4 5.7 Avg Speed (mph) 15 30 21 35 29 Fuel Used (gal) 0.2 5.8 0.3 1.4 7.8 Fuel Eff. (mpg) 33.8 18.3 25.3 32.9 21.7 HC Emissions (g) 2 81 4 23 109 CO Emissions (g) 49 3940 149 730 4869 NOx Emissions (g) 5 292 14 79 390 Vehicles Entered 93 1370 100 1183 2746 Vehicles Exited 93 1368 99 1183 2743 Hourly Exit Rate 93 1368 99 1183 2743 Input Volume 97 1371 98 1185 2751 % of Volume 96 100 101 100 100 Denied Entry Before 0 0 0 0 0 Denied Entry After 0 0 0 0 0 Density (ft/veh)444 Occupancy (veh) 0 4 0 1 6 SimTraffic Performance Report 05/10/2023 2025 No-Build PM SimTraffic Report Page 6 4: France Ave & Gallagher Dr Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.1 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 3.9 0.5 0.3 3.8 0.2 0.4 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (hr) 0.7 0.0 0.1 0.7 0.1 0.2 0.2 4.6 0.3 0.8 1.1 0.1 Total Del/Veh (s) 29.4 33.9 5.8 27.7 26.9 9.4 28.6 12.5 10.9 31.3 4.1 2.0 Stop Delay (hr) 0.6 0.0 0.1 0.6 0.1 0.2 0.2 2.4 0.1 0.7 0.6 0.0 Stop Del/Veh (s) 27.0 30.5 5.0 25.0 23.5 8.2 23.8 6.4 6.1 29.0 2.2 1.4 Total Stops 69 3 40 78 12 56 30 449 40 85 182 21 Stop/Veh 0.86 1.00 0.80 0.86 0.80 0.80 0.97 0.34 0.45 0.91 0.18 0.23 Travel Dist (mi) 12.4 0.5 7.8 11.7 1.9 8.9 6.2 264.2 17.4 7.0 75.7 7.0 Travel Time (hr) 1.2 0.0 0.4 1.2 0.2 0.5 0.4 11.6 0.8 1.1 3.0 0.3 Avg Speed (mph) 11 12 21 10 11 17 14 23 21 7 25 21 Fuel Used (gal) 0.5 0.0 0.2 0.5 0.1 0.3 0.3 11.8 0.7 0.3 2.4 0.1 Fuel Eff. (mpg) 23.7 24.6 34.8 21.5 25.0 31.2 21.1 22.4 25.3 21.5 32.1 57.2 HC Emissions (g) 3 0 2 6 0 4 5 145 9 2 30 2 CO Emissions (g) 107 4 58 166 16 103 163 6492 376 72 1048 39 NOx Emissions (g) 11 0 7 16 1 11 15 535 33 6 107 4 Vehicles Entered 79 3 50 91 15 69 31 1326 87 92 999 92 Vehicles Exited 77 3 49 89 15 69 30 1323 87 91 1000 92 Hourly Exit Rate 77 3 49 89 15 69 30 1323 87 91 1000 92 Input Volume 80 2 48 89 14 76 31 1313 88 95 997 93 % of Volume 96 150 102 100 107 91 97 101 99 96 100 99 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0 Density (ft/veh) Occupancy (veh) 1 0 0 1 0 1 0 12 1 1 3 0 SimTraffic Performance Report 05/10/2023 2025 No-Build PM SimTraffic Report Page 7 4: France Ave & Gallagher Dr Performance by movement Movement All Denied Delay (hr) 0.2 Denied Del/Veh (s) 0.2 Total Delay (hr) 8.9 Total Del/Veh (s) 10.9 Stop Delay (hr) 5.7 Stop Del/Veh (s) 6.9 Total Stops 1065 Stop/Veh 0.36 Travel Dist (mi) 420.6 Travel Time (hr) 20.8 Avg Speed (mph) 20 Fuel Used (gal) 17.2 Fuel Eff. (mpg) 24.4 HC Emissions (g) 209 CO Emissions (g) 8643 NOx Emissions (g) 746 Vehicles Entered 2934 Vehicles Exited 2925 Hourly Exit Rate 2925 Input Volume 2926 % of Volume 100 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 421 Occupancy (veh) 21 SimTraffic Performance Report 05/10/2023 2025 No-Build PM SimTraffic Report Page 8 5: France Ave & Parklawn Ave Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 1.6 0.1 0.1 0.0 0.0 0.0 Total Delay (hr) 0.7 0.3 0.3 0.7 0.4 0.3 0.8 5.2 0.0 1.4 3.3 0.1 Total Del/Veh (s) 28.4 33.6 7.5 26.8 30.3 8.1 34.2 15.1 3.4 28.7 13.0 8.8 Stop Delay (hr) 0.6 0.2 0.2 0.6 0.3 0.3 0.7 3.2 0.0 1.2 2.1 0.1 Stop Del/Veh (s) 26.2 30.8 6.6 24.7 27.2 8.3 30.0 9.2 3.0 24.4 8.3 6.3 Total Stops 74 25 107 76 38 111 76 598 27 149 405 24 Stop/Veh 0.88 0.93 0.87 0.85 0.83 0.85 0.90 0.48 0.53 0.86 0.44 0.50 Travel Dist (mi) 10.8 3.5 15.9 5.6 3.0 8.4 30.2 449.1 18.4 33.7 181.4 9.5 Travel Time (hr) 1.1 0.4 1.0 0.9 0.5 0.7 1.7 16.6 0.6 2.4 8.1 0.4 Avg Speed (mph) 10 9 17 6 6 12 19 27 33 14 22 23 Fuel Used (gal) 0.5 0.1 0.5 0.3 0.1 0.2 0.9 12.4 0.5 1.4 6.6 0.3 Fuel Eff. (mpg) 23.7 23.5 32.6 19.8 20.8 39.0 32.7 36.2 39.4 24.7 27.4 27.8 HC Emissions (g) 2 0 3 1 1 1 7 124 9 18 86 8 CO Emissions (g) 58 12 67 42 17 28 236 3674 222 638 3315 264 NOx Emissions (g) 8 1 10 5 2 3 28 489 32 56 296 24 Vehicles Entered 83 27 123 88 46 130 83 1227 50 172 919 48 Vehicles Exited 82 27 123 88 46 130 83 1232 50 169 917 48 Hourly Exit Rate 82 27 123 88 46 130 83 1232 50 169 917 48 Input Volume 78 23 128 99 50 131 89 1222 53 160 932 43 % of Volume 105 117 96 89 92 99 93 101 94 106 98 112 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0 Density (ft/veh) Occupancy (veh) 1 0 1 1 0 1 2 17 1 2 8 0 SimTraffic Performance Report 05/10/2023 2025 No-Build PM SimTraffic Report Page 9 5: France Ave & Parklawn Ave Performance by movement Movement All Denied Delay (hr) 0.1 Denied Del/Veh (s) 0.1 Total Delay (hr) 13.4 Total Del/Veh (s) 16.0 Stop Delay (hr) 9.6 Stop Del/Veh (s) 11.5 Total Stops 1710 Stop/Veh 0.57 Travel Dist (mi) 769.5 Travel Time (hr) 34.3 Avg Speed (mph) 23 Fuel Used (gal) 23.8 Fuel Eff. (mpg) 32.3 HC Emissions (g) 261 CO Emissions (g) 8575 NOx Emissions (g) 953 Vehicles Entered 2996 Vehicles Exited 2995 Hourly Exit Rate 2995 Input Volume 3008 % of Volume 100 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 485 Occupancy (veh) 34 SimTraffic Performance Report 05/10/2023 2025 No-Build PM SimTraffic Report Page 10 Total Network Performance Denied Delay (hr) 0.8 Denied Del/Veh (s) 0.7 Total Delay (hr) 37.5 Total Del/Veh (s) 33.9 Stop Delay (hr) 23.5 Stop Del/Veh (s) 21.2 Total Stops 4360 Stop/Veh 1.09 Travel Dist (mi) 3258.4 Travel Time (hr) 130.5 Avg Speed (mph) 25 Fuel Used (gal) 116.1 Fuel Eff. (mpg) 28.1 HC Emissions (g) 1400 CO Emissions (g) 50601 NOx Emissions (g) 5055 Vehicles Entered 3878 Vehicles Exited 3858 Hourly Exit Rate 3858 Input Volume 19585 % of Volume 20 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 379 Occupancy (veh) 130 Queuing and Blocking Report 05/10/2023 2025 No-Build PM SimTraffic Report Page 11 Intersection: 1: France Ave & Hazelton Rd Movement EB EB WB WB WB NB NB NB NB NB SB SB Directions Served L TR L T R L T T T R L T Maximum Queue (ft) 43 52 144 95 117 71 206 225 246 72 188 155 Average Queue (ft) 14 16 78 10 47 10 115 132 137 35 94 65 95th Queue (ft) 41 44 127 49 89 44 176 192 206 65 157 124 Link Distance (ft) 817 1108 385 385 385 1451 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 80 130 130 170 300 300 Storage Blk Time (%) 0 1 0 1 Queuing Penalty (veh) 0 3 0 0 Intersection: 1: France Ave & Hazelton Rd Movement SB SB Directions Served T TR Maximum Queue (ft) 101 72 Average Queue (ft) 39 23 95th Queue (ft) 84 57 Link Distance (ft) 1451 1451 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 2: France Ave & W 72nd St Movement EB NB SB Directions Served R L TR Maximum Queue (ft) 62 63 4 Average Queue (ft) 30 28 0 95th Queue (ft) 50 57 3 Link Distance (ft) 1411 385 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 220 Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 05/10/2023 2025 No-Build PM SimTraffic Report Page 12 Intersection: 3: France Ave & Business Access Movement WB Directions Served R Maximum Queue (ft) 57 Average Queue (ft) 21 95th Queue (ft) 48 Link Distance (ft) 344 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 4: France Ave & Gallagher Dr Movement EB EB WB WB NB NB NB NB SB SB SB SB Directions Served L TR L TR L T T TR L T T TR Maximum Queue (ft) 114 76 108 99 75 166 179 235 123 96 91 98 Average Queue (ft) 49 26 55 40 25 77 93 121 58 46 45 40 95th Queue (ft) 91 58 97 75 57 139 157 197 106 86 80 82 Link Distance (ft) 834 678 967 967 967 343 343 343 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 140 120 270 240 Storage Blk Time (%) 0 0 0 Queuing Penalty (veh) 0 0 0 Queuing and Blocking Report 05/10/2023 2025 No-Build PM SimTraffic Report Page 13 Intersection: 5: France Ave & Parklawn Ave Movement EB EB EB WB WB WB NB NB NB NB NB SB Directions Served L T R L T R L T T T R L Maximum Queue (ft) 106 79 77 104 152 85 116 218 223 188 50 168 Average Queue (ft) 53 23 43 45 29 34 53 124 110 97 13 92 95th Queue (ft) 98 61 70 87 86 65 95 189 181 162 36 150 Link Distance (ft) 632 277 277 1925 1925 1925 1925 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 100 80 320 400 Storage Blk Time (%) 2 0 0 2 1 Queuing Penalty (veh) 3 0 0 1 1 Intersection: 5: France Ave & Parklawn Ave Movement SB SB SB Directions Served T T TR Maximum Queue (ft) 170 168 166 Average Queue (ft) 71 88 88 95th Queue (ft) 125 144 152 Link Distance (ft) 967 967 967 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 9 SimTraffic Simulation Summary 05/10/2023 2025 Build AM SimTraffic Report Page 1 Summary of All Intervals Run Number 1 2 3 4 5 Avg Start Time 6:57 6:57 6:57 6:57 6:57 6:57 End Time 8:00 8:00 8:00 8:00 8:00 8:00 Total Time (min) 63 63 63 63 63 63 Time Recorded (min) 60 60 60 60 60 60 # of Intervals 2 2 2 2 2 2 # of Recorded Intervals 1 1 1 1 1 1 Vehs Entered 3142 3169 3174 3079 3112 3134 Vehs Exited 3145 3152 3181 3055 3117 3132 Starting Vehs 104 80 95 93 91 92 Ending Vehs 101 97 88 117 86 95 Denied Entry Before 0 1 1 1 2 0 Denied Entry After 0 0 0 1 1 0 Travel Distance (mi) 2571 2596 2591 2501 2538 2559 Travel Time (hr) 101.7 101.7 101.6 99.9 100.6 101.1 Total Delay (hr) 27.6 27.0 26.9 27.3 27.1 27.2 Total Stops 3371 3432 3397 3389 3340 3385 Fuel Used (gal) 90.9 91.3 90.8 88.2 89.3 90.1 Interval #0 Information Seeding Start Time 6:57 End Time 7:00 Total Time (min) 3 Volumes adjusted by Growth Factors. No data recorded this interval. Interval #1 Information Recording Start Time 7:00 End Time 8:00 Total Time (min) 60 Volumes adjusted by Growth Factors. Run Number 1 2 3 4 5 Avg Vehs Entered 3142 3169 3174 3079 3112 3134 Vehs Exited 3145 3152 3181 3055 3117 3132 Starting Vehs 104 80 95 93 91 92 Ending Vehs 101 97 88 117 86 95 Denied Entry Before 0 1 1 1 2 0 Denied Entry After 0 0 0 1 1 0 Travel Distance (mi) 2571 2596 2591 2501 2538 2559 Travel Time (hr) 101.7 101.7 101.6 99.9 100.6 101.1 Total Delay (hr) 27.6 27.0 26.9 27.3 27.1 27.2 Total Stops 3371 3432 3397 3389 3340 3385 Fuel Used (gal) 90.9 91.3 90.8 88.2 89.3 90.1 SimTraffic Performance Report 05/10/2023 2025 Build AM SimTraffic Report Page 2 1: France Ave & Hazelton Rd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.0 0.0 0.0 0.1 0.0 0.1 0.0 0.0 0.0 0.1 0.1 0.0 Denied Del/Veh (s) 4.2 0.1 0.1 3.2 0.3 3.1 0.0 0.0 0.0 2.0 0.2 0.2 Total Delay (hr) 0.0 0.1 0.0 0.8 0.0 0.1 0.1 1.9 0.1 0.9 1.1 0.0 Total Del/Veh (s) 34.4 22.4 4.8 29.6 21.8 5.5 33.4 8.8 3.2 30.6 4.4 0.8 Stop Delay (hr) 0.0 0.0 0.0 0.7 0.0 0.1 0.1 1.3 0.1 0.8 0.4 0.0 Stop Del/Veh (s) 32.7 19.7 4.7 27.0 18.4 5.1 31.8 6.0 2.6 27.4 1.6 0.6 Total Stops 3 7 1 86 5 63 14 302 39 94 162 1 Stop/Veh 1.00 0.78 0.50 0.89 0.71 0.84 1.00 0.39 0.43 0.89 0.17 0.20 Travel Dist (mi) 0.5 1.3 0.2 20.5 1.4 15.7 1.2 63.5 7.5 29.1 255.9 1.5 Travel Time (hr) 0.0 0.1 0.0 1.6 0.1 0.8 0.2 3.5 0.4 1.8 7.7 0.0 Avg Speed (mph) 10 13 20 13 16 22 7 18 20 17 34 34 Fuel Used (gal) 0.0 0.0 0.0 0.8 0.0 0.5 0.1 2.0 0.2 0.9 7.0 0.0 Fuel Eff. (mpg) 26.0 29.9 41.7 26.5 30.4 33.9 22.5 32.1 42.6 31.3 36.4 40.2 HC Emissions (g) 0 0 0 8 0 6 0 21 2 11 80 0 CO Emissions (g) 1 5 0 187 6 125 10 723 85 309 2438 8 NOx Emissions (g) 0 1 0 23 1 16 1 72 5 35 315 1 Vehicles Entered 3 8 2 97 7 74 14 763 90 105 922 5 Vehicles Exited 3 8 2 97 7 73 14 766 90 104 927 5 Hourly Exit Rate 3 8 2 97 7 73 14 766 90 104 927 5 Input Volume 4 8 1 97 7 79 15 760 97 109 928 5 % of Volume 75 100 200 100 100 92 93 101 93 95 100 100 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0 Density (ft/veh) Occupancy (veh) 0 0 0 2 0 1 0 4 0 2 8 0 SimTraffic Performance Report 05/10/2023 2025 Build AM SimTraffic Report Page 3 1: France Ave & Hazelton Rd Performance by movement Movement All Denied Delay (hr) 0.3 Denied Del/Veh (s) 0.5 Total Delay (hr) 5.2 Total Del/Veh (s) 8.8 Stop Delay (hr) 3.6 Stop Del/Veh (s) 6.2 Total Stops 777 Stop/Veh 0.37 Travel Dist (mi) 398.1 Travel Time (hr) 16.2 Avg Speed (mph) 25 Fuel Used (gal) 11.5 Fuel Eff. (mpg) 34.5 HC Emissions (g) 128 CO Emissions (g) 3899 NOx Emissions (g) 469 Vehicles Entered 2090 Vehicles Exited 2096 Hourly Exit Rate 2096 Input Volume 2110 % of Volume 99 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 809 Occupancy (veh) 16 SimTraffic Performance Report 05/10/2023 2025 Build AM SimTraffic Report Page 4 2: France Ave & W 72nd St Performance by movement Movement EBR NBL NBT SBT SBR All Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.1 0.0 0.0 0.0 0.0 0.0 Total Delay (hr) 0.2 0.0 0.1 0.4 0.0 0.7 Total Del/Veh (s) 6.0 5.8 0.2 1.4 0.8 1.2 Stop Delay (hr) 0.2 0.0 0.0 0.0 0.0 0.2 Stop Del/Veh (s) 5.2 4.2 0.0 0.1 0.1 0.4 Total Stops 112 14 0 0 0 126 Stop/Veh 0.99 0.56 0.00 0.00 0.00 0.06 Travel Dist (mi) 30.0 1.0 34.8 88.2 1.1 155.1 Travel Time (hr) 1.3 0.1 1.1 2.7 0.0 5.3 Avg Speed (mph) 23 12 31 32 25 29 Fuel Used (gal) 0.8 0.0 1.4 4.1 0.0 6.3 Fuel Eff. (mpg) 35.6 31.6 25.5 21.8 33.5 24.5 HC Emissions (g) 8 0 19 62 0 90 CO Emissions (g) 165 7 732 2715 12 3631 NOx Emissions (g) 22 1 71 217 1 312 Vehicles Entered 112 25 871 1013 12 2033 Vehicles Exited 112 25 869 1014 12 2032 Hourly Exit Rate 112 25 869 1014 12 2032 Input Volume 105 29 873 1012 14 2033 % of Volume 107 86 100 100 86 100 Denied Entry Before 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 Density (ft/veh)684 Occupancy (veh) 1 0 1 3 0 5 SimTraffic Performance Report 05/10/2023 2025 Build AM SimTraffic Report Page 5 3: France Ave & Business Access Performance by movement Movement WBR NBT NBR SBT All Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.2 0.0 0.0 0.0 0.0 Total Delay (hr) 0.1 0.5 0.1 0.1 0.8 Total Del/Veh (s) 2.2 2.4 2.7 0.3 1.3 Stop Delay (hr) 0.0 0.0 0.0 0.0 0.1 Stop Del/Veh (s) 1.3 0.2 0.2 0.0 0.2 Total Stops 32 0 0 0 32 Stop/Veh 0.24 0.00 0.00 0.00 0.01 Travel Dist (mi) 9.1 59.8 10.1 45.1 124.0 Travel Time (hr) 0.5 2.1 0.5 1.4 4.5 Avg Speed (mph) 18 29 20 33 28 Fuel Used (gal) 0.3 3.8 0.5 1.5 6.0 Fuel Eff. (mpg) 35.5 15.8 21.2 29.3 20.5 HC Emissions (g) 3 54 7 22 87 CO Emissions (g) 95 2771 271 807 3945 NOx Emissions (g) 10 192 25 79 306 Vehicles Entered 135 764 130 1126 2155 Vehicles Exited 135 761 128 1125 2149 Hourly Exit Rate 135 761 128 1125 2149 Input Volume 140 762 137 1116 2155 % of Volume 96 100 93 101 100 Denied Entry Before 0 0 0 0 0 Denied Entry After 0 0 0 0 0 Density (ft/veh)570 Occupancy (veh) 1 2 1 1 4 SimTraffic Performance Report 05/10/2023 2025 Build AM SimTraffic Report Page 6 4: France Ave & Gallagher Dr Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.1 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 4.0 0.3 3.9 0.7 0.5 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (hr) 0.3 0.0 0.0 1.1 0.0 0.0 0.4 4.1 0.8 1.6 1.2 0.1 Total Del/Veh (s) 22.9 24.0 4.6 26.3 20.1 6.3 27.2 17.4 17.1 25.1 5.4 2.5 Stop Delay (hr) 0.3 0.0 0.0 1.0 0.0 0.0 0.3 2.6 0.6 1.4 0.7 0.0 Stop Del/Veh (s) 20.8 22.6 4.2 23.5 16.9 5.6 22.7 11.0 11.6 21.9 3.1 1.9 Total Stops 39 1 19 122 4 11 47 423 118 199 210 20 Stop/Veh 0.80 1.00 0.79 0.84 0.80 0.85 0.92 0.50 0.66 0.86 0.25 0.27 Travel Dist (mi) 7.7 0.1 3.8 18.8 0.6 1.7 10.0 164.5 35.0 17.3 62.1 5.7 Travel Time (hr) 0.6 0.0 0.2 1.9 0.0 0.1 0.7 8.4 2.0 2.2 2.8 0.3 Avg Speed (mph) 13 7 21 11 12 19 14 19 18 8 22 20 Fuel Used (gal) 0.3 0.0 0.1 0.8 0.0 0.0 0.5 7.1 1.4 0.8 2.0 0.1 Fuel Eff. (mpg) 26.4 23.8 36.8 22.1 25.4 33.8 21.1 23.1 25.3 21.9 30.3 53.5 HC Emissions (g) 1 0 1 6 0 0 6 93 21 5 25 1 CO Emissions (g) 47 1 23 194 4 10 263 4018 786 192 1014 32 NOx Emissions (g) 5 0 3 19 0 1 20 317 66 15 86 3 Vehicles Entered 49 0 24 146 4 13 50 829 176 230 820 75 Vehicles Exited 48 1 24 145 5 13 51 832 176 230 822 75 Hourly Exit Rate 48 1 24 145 5 13 51 832 176 230 822 75 Input Volume 52 1 27 140 3 13 51 834 170 228 818 70 % of Volume 92 100 89 104 167 100 100 100 104 101 100 107 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0 Density (ft/veh) Occupancy (veh) 1 0 0 2 0 0 1 8 2 2 3 0 SimTraffic Performance Report 05/10/2023 2025 Build AM SimTraffic Report Page 7 4: France Ave & Gallagher Dr Performance by movement Movement All Denied Delay (hr) 0.2 Denied Del/Veh (s) 0.3 Total Delay (hr) 9.7 Total Del/Veh (s) 14.3 Stop Delay (hr) 6.9 Stop Del/Veh (s) 10.2 Total Stops 1213 Stop/Veh 0.50 Travel Dist (mi) 327.1 Travel Time (hr) 19.3 Avg Speed (mph) 17 Fuel Used (gal) 13.2 Fuel Eff. (mpg) 24.7 HC Emissions (g) 160 CO Emissions (g) 6582 NOx Emissions (g) 535 Vehicles Entered 2416 Vehicles Exited 2422 Hourly Exit Rate 2422 Input Volume 2407 % of Volume 101 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 454 Occupancy (veh) 19 SimTraffic Performance Report 05/10/2023 2025 Build AM SimTraffic Report Page 8 5: France Ave & Parklawn Ave Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 1.4 0.1 0.1 0.0 0.0 0.0 Total Delay (hr) 0.6 0.2 0.1 0.4 0.2 0.2 0.8 2.6 0.1 1.0 2.1 0.2 Total Del/Veh (s) 26.6 29.0 6.4 24.1 30.9 6.5 32.5 10.8 2.6 28.3 9.8 7.4 Stop Delay (hr) 0.6 0.2 0.1 0.4 0.2 0.2 0.7 1.5 0.1 0.9 1.2 0.1 Stop Del/Veh (s) 24.5 26.5 5.7 22.3 27.9 6.7 29.0 6.5 2.1 24.5 5.7 5.0 Total Stops 73 23 68 52 21 113 83 346 37 114 270 37 Stop/Veh 0.87 0.85 0.86 0.84 0.88 0.89 0.92 0.41 0.41 0.88 0.34 0.46 Travel Dist (mi) 10.8 3.5 10.1 3.9 1.6 8.2 32.6 308.1 32.6 25.1 154.6 15.7 Travel Time (hr) 1.1 0.4 0.6 0.6 0.3 0.6 1.7 10.4 1.0 1.8 6.2 0.7 Avg Speed (mph) 10 10 17 7 6 13 19 30 33 14 25 23 Fuel Used (gal) 0.4 0.1 0.3 0.2 0.1 0.2 1.0 8.5 0.9 1.1 5.9 0.6 Fuel Eff. (mpg) 24.3 25.0 33.9 21.5 20.8 41.7 32.8 36.2 38.2 23.6 26.4 28.1 HC Emissions (g) 1 1 3 0 0 1 9 102 13 11 77 8 CO Emissions (g) 49 24 67 20 7 25 254 2905 370 502 3228 332 NOx Emissions (g) 6 3 10 2 1 3 34 391 47 38 272 25 Vehicles Entered 84 27 78 62 24 127 89 843 89 128 783 80 Vehicles Exited 83 27 78 62 24 127 89 846 89 128 783 79 Hourly Exit Rate 83 27 78 62 24 127 89 846 89 128 783 79 Input Volume 82 25 79 65 24 122 87 851 90 128 773 84 % of Volume 101 108 99 95 100 104 102 99 99 100 101 94 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0 Density (ft/veh) Occupancy (veh) 1 0 1 1 0 1 2 10 1 2 6 1 SimTraffic Performance Report 05/10/2023 2025 Build AM SimTraffic Report Page 9 5: France Ave & Parklawn Ave Performance by movement Movement All Denied Delay (hr) 0.1 Denied Del/Veh (s) 0.1 Total Delay (hr) 8.6 Total Del/Veh (s) 12.7 Stop Delay (hr) 6.3 Stop Del/Veh (s) 9.3 Total Stops 1237 Stop/Veh 0.51 Travel Dist (mi) 607.0 Travel Time (hr) 25.3 Avg Speed (mph) 24 Fuel Used (gal) 19.2 Fuel Eff. (mpg) 31.6 HC Emissions (g) 228 CO Emissions (g) 7783 NOx Emissions (g) 832 Vehicles Entered 2414 Vehicles Exited 2415 Hourly Exit Rate 2415 Input Volume 2410 % of Volume 100 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 658 Occupancy (veh) 25 SimTraffic Performance Report 05/10/2023 2025 Build AM SimTraffic Report Page 10 Total Network Performance Denied Delay (hr) 0.6 Denied Del/Veh (s) 0.7 Total Delay (hr) 26.6 Total Del/Veh (s) 29.7 Stop Delay (hr) 17.3 Stop Del/Veh (s) 19.3 Total Stops 3385 Stop/Veh 1.05 Travel Dist (mi) 2559.2 Travel Time (hr) 101.1 Avg Speed (mph) 25 Fuel Used (gal) 90.1 Fuel Eff. (mpg) 28.4 HC Emissions (g) 1116 CO Emissions (g) 39808 NOx Emissions (g) 3981 Vehicles Entered 3134 Vehicles Exited 3132 Hourly Exit Rate 3132 Input Volume 15546 % of Volume 20 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 490 Occupancy (veh) 101 Queuing and Blocking Report 05/10/2023 2025 Build AM SimTraffic Report Page 11 Intersection: 1: France Ave & Hazelton Rd Movement EB EB WB WB WB NB NB NB NB NB SB SB Directions Served L TR L T R L T T T R L T Maximum Queue (ft) 34 39 116 28 68 47 122 153 154 65 122 146 Average Queue (ft) 3 8 55 4 23 14 56 70 70 26 60 58 95th Queue (ft) 18 31 99 19 48 40 106 126 125 56 107 114 Link Distance (ft) 817 1108 385 385 385 1451 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 80 130 130 170 300 300 Storage Blk Time (%) 0 0 Queuing Penalty (veh) 0 0 Intersection: 1: France Ave & Hazelton Rd Movement SB SB Directions Served T TR Maximum Queue (ft) 129 62 Average Queue (ft) 25 15 95th Queue (ft) 69 44 Link Distance (ft) 1451 1451 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 2: France Ave & W 72nd St Movement EB NB Directions Served R L Maximum Queue (ft) 79 48 Average Queue (ft) 41 13 95th Queue (ft) 67 39 Link Distance (ft) 1411 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 220 Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 05/10/2023 2025 Build AM SimTraffic Report Page 12 Intersection: 3: France Ave & Business Access Movement WB NB Directions Served R T Maximum Queue (ft) 56 4 Average Queue (ft) 17 0 95th Queue (ft) 41 3 Link Distance (ft) 344 343 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 4: France Ave & Gallagher Dr Movement EB EB WB WB NB NB NB NB SB SB SB SB Directions Served L TR L TR L T T TR L T T TR Maximum Queue (ft) 84 51 131 79 102 129 150 268 218 96 104 109 Average Queue (ft) 31 16 74 16 36 71 88 139 113 49 50 48 95th Queue (ft) 69 42 123 62 78 119 140 232 187 87 89 93 Link Distance (ft) 834 678 967 967 967 343 343 343 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 140 120 270 240 Storage Blk Time (%) 2 0 Queuing Penalty (veh) 0 0 Queuing and Blocking Report 05/10/2023 2025 Build AM SimTraffic Report Page 13 Intersection: 5: France Ave & Parklawn Ave Movement EB EB EB WB WB WB NB NB NB NB NB SB Directions Served L T R L T R L T T T R L Maximum Queue (ft) 94 78 92 80 56 69 110 140 138 164 54 149 Average Queue (ft) 50 23 36 33 13 31 55 74 61 73 19 69 95th Queue (ft) 88 60 66 67 38 58 98 126 115 129 42 124 Link Distance (ft) 632 277 277 1925 1925 1925 1925 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 100 80 320 400 Storage Blk Time (%) 1 0 0 0 0 Queuing Penalty (veh) 1 0 0 0 0 Intersection: 5: France Ave & Parklawn Ave Movement SB SB SB Directions Served T T TR Maximum Queue (ft) 107 119 127 Average Queue (ft) 46 59 62 95th Queue (ft) 88 101 111 Link Distance (ft) 967 967 967 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 2 SimTraffic Simulation Summary 05/10/2023 2025 Build PM SimTraffic Report Page 1 Summary of All Intervals Run Number 1 2 3 4 5 Avg Start Time 6:57 6:57 6:57 6:57 6:57 6:57 End Time 8:00 8:00 8:00 8:00 8:00 8:00 Total Time (min) 63 63 63 63 63 63 Time Recorded (min) 60 60 60 60 60 60 # of Intervals 2 2 2 2 2 2 # of Recorded Intervals 1 1 1 1 1 1 Vehs Entered 4600 4677 4619 4678 4523 4620 Vehs Exited 4584 4662 4595 4686 4501 4604 Starting Vehs 138 142 136 136 135 137 Ending Vehs 154 157 160 128 157 150 Denied Entry Before 1 1 1 0 1 0 Denied Entry After 0 1 0 2 0 0 Travel Distance (mi) 3643 3699 3674 3691 3575 3656 Travel Time (hr) 158.8 161.4 157.0 161.4 153.8 158.5 Total Delay (hr) 54.1 55.2 51.9 55.4 50.9 53.5 Total Stops 5468 5578 5328 5621 5291 5455 Fuel Used (gal) 135.0 138.0 135.2 137.1 131.9 135.4 Interval #0 Information Seeding Start Time 6:57 End Time 7:00 Total Time (min) 3 Volumes adjusted by Growth Factors. No data recorded this interval. Interval #1 Information Recording Start Time 7:00 End Time 8:00 Total Time (min) 60 Volumes adjusted by Growth Factors. Run Number 1 2 3 4 5 Avg Vehs Entered 4600 4677 4619 4678 4523 4620 Vehs Exited 4584 4662 4595 4686 4501 4604 Starting Vehs 138 142 136 136 135 137 Ending Vehs 154 157 160 128 157 150 Denied Entry Before 1 1 1 0 1 0 Denied Entry After 0 1 0 2 0 0 Travel Distance (mi) 3643 3699 3674 3691 3575 3656 Travel Time (hr) 158.8 161.4 157.0 161.4 153.8 158.5 Total Delay (hr) 54.1 55.2 51.9 55.4 50.9 53.5 Total Stops 5468 5578 5328 5621 5291 5455 Fuel Used (gal) 135.0 138.0 135.2 137.1 131.9 135.4 SimTraffic Performance Report 05/10/2023 2025 Build PM SimTraffic Report Page 2 1: France Ave & Hazelton Rd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.0 0.0 0.0 0.1 0.0 0.2 0.0 0.0 0.0 0.1 0.1 0.0 Denied Del/Veh (s) 4.1 0.2 0.1 3.3 1.2 3.3 0.0 0.0 0.0 2.0 0.2 0.2 Total Delay (hr) 0.1 0.1 0.0 1.4 0.1 0.6 0.1 6.5 0.2 1.6 1.8 0.0 Total Del/Veh (s) 27.0 25.0 7.5 32.5 24.6 10.9 37.0 16.3 6.0 32.6 6.0 1.6 Stop Delay (hr) 0.1 0.1 0.0 1.3 0.1 0.5 0.1 4.6 0.2 1.4 0.8 0.0 Stop Del/Veh (s) 24.9 21.9 7.1 29.3 20.5 9.7 34.1 11.6 4.5 28.1 2.5 1.1 Total Stops 12 11 8 139 10 147 11 771 83 152 251 1 Stop/Veh 0.71 0.73 0.80 0.87 0.71 0.75 1.00 0.53 0.57 0.85 0.23 0.25 Travel Dist (mi) 2.6 2.3 1.5 32.9 3.0 40.7 0.9 116.9 12.1 48.5 295.4 1.0 Travel Time (hr) 0.2 0.2 0.1 2.8 0.2 2.3 0.1 9.5 0.7 3.1 9.3 0.0 Avg Speed (mph) 12 13 19 13 15 19 6 12 17 16 32 32 Fuel Used (gal) 0.1 0.1 0.0 1.3 0.1 1.3 0.0 4.3 0.3 1.6 8.3 0.0 Fuel Eff. (mpg) 24.2 29.4 34.0 24.8 28.3 31.4 21.2 27.2 35.7 29.6 35.6 41.7 HC Emissions (g) 0 0 0 10 0 15 0 37 4 13 99 0 CO Emissions (g) 15 11 5 264 18 336 8 1238 155 470 3069 6 NOx Emissions (g) 1 1 1 29 1 40 1 126 13 50 377 1 Vehicles Entered 17 15 10 157 14 193 11 1437 145 176 1066 4 Vehicles Exited 17 15 10 157 14 192 11 1428 145 176 1066 4 Hourly Exit Rate 17 15 10 157 14 192 11 1428 145 176 1066 4 Input Volume 14 14 11 154 15 186 11 1425 152 184 1064 4 % of Volume 121 107 91 102 93 103 100 100 95 96 100 100 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0 Density (ft/veh) Occupancy (veh) 0 0 0 3 0 2 0 10 1 3 9 0 SimTraffic Performance Report 05/10/2023 2025 Build PM SimTraffic Report Page 3 1: France Ave & Hazelton Rd Performance by movement Movement All Denied Delay (hr) 0.5 Denied Del/Veh (s) 0.6 Total Delay (hr) 12.7 Total Del/Veh (s) 14.0 Stop Delay (hr) 9.2 Stop Del/Veh (s) 10.1 Total Stops 1596 Stop/Veh 0.49 Travel Dist (mi) 557.9 Travel Time (hr) 28.6 Avg Speed (mph) 20 Fuel Used (gal) 17.6 Fuel Eff. (mpg) 31.7 HC Emissions (g) 180 CO Emissions (g) 5595 NOx Emissions (g) 639 Vehicles Entered 3245 Vehicles Exited 3235 Hourly Exit Rate 3235 Input Volume 3234 % of Volume 100 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 458 Occupancy (veh) 28 SimTraffic Performance Report 05/10/2023 2025 Build PM SimTraffic Report Page 4 2: France Ave & W 72nd St Performance by movement Movement EBR NBL NBT SBT SBR All Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.1 0.0 0.0 0.0 0.0 0.0 Total Delay (hr) 0.1 0.1 0.2 0.5 0.0 1.0 Total Del/Veh (s) 5.4 6.8 0.6 1.6 0.9 1.2 Stop Delay (hr) 0.1 0.1 0.0 0.0 0.0 0.2 Stop Del/Veh (s) 5.1 5.1 0.0 0.1 0.1 0.3 Total Stops 58 54 1 0 0 113 Stop/Veh 1.00 0.68 0.00 0.00 0.00 0.04 Travel Dist (mi) 15.5 3.2 63.6 105.5 2.2 189.9 Travel Time (hr) 0.7 0.3 2.2 3.4 0.1 6.7 Avg Speed (mph) 24 11 29 31 24 28 Fuel Used (gal) 0.4 0.1 2.7 5.4 0.1 8.7 Fuel Eff. (mpg) 36.0 28.4 23.4 19.5 29.6 21.7 HC Emissions (g) 4 1 40 81 1 127 CO Emissions (g) 79 31 1572 3771 33 5486 NOx Emissions (g) 11 4 143 285 2 445 Vehicles Entered 58 79 1594 1208 25 2964 Vehicles Exited 58 79 1593 1209 24 2963 Hourly Exit Rate 58 79 1593 1209 24 2963 Input Volume 63 77 1588 1207 22 2957 % of Volume 92 103 100 100 109 100 Denied Entry Before 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 Density (ft/veh)540 Occupancy (veh) 1 0 2 3 0 7 SimTraffic Performance Report 05/10/2023 2025 Build PM SimTraffic Report Page 5 3: France Ave & Business Access Performance by movement Movement WBR NBT NBR SBT All Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.3 0.0 0.0 0.0 0.0 Total Delay (hr) 0.6 1.1 0.1 0.1 1.9 Total Del/Veh (s) 7.1 2.7 2.9 0.3 2.2 Stop Delay (hr) 0.4 0.0 0.0 0.0 0.5 Stop Del/Veh (s) 5.3 0.1 0.1 0.0 0.6 Total Stops 150 1 0 0 151 Stop/Veh 0.51 0.00 0.00 0.00 0.05 Travel Dist (mi) 19.6 108.1 10.4 50.0 188.2 Travel Time (hr) 1.5 4.0 0.5 1.5 7.5 Avg Speed (mph) 13 27 19 34 25 Fuel Used (gal) 0.7 6.6 0.5 1.5 9.3 Fuel Eff. (mpg) 27.3 16.3 21.7 33.1 20.2 HC Emissions (g) 7 95 8 22 133 CO Emissions (g) 248 4542 265 788 5843 NOx Emissions (g) 23 349 29 76 477 Vehicles Entered 292 1390 135 1266 3083 Vehicles Exited 292 1389 134 1266 3081 Hourly Exit Rate 292 1389 134 1266 3081 Input Volume 290 1380 137 1270 3077 % of Volume 101 101 98 100 100 Denied Entry Before 0 0 0 0 0 Denied Entry After 0 0 0 0 0 Density (ft/veh)342 Occupancy (veh) 1 4 1 1 7 SimTraffic Performance Report 05/10/2023 2025 Build PM SimTraffic Report Page 6 4: France Ave & Gallagher Dr Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.1 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 3.9 0.1 0.4 3.5 0.8 0.9 0.0 0.0 0.0 0.1 0.0 0.0 Total Delay (hr) 0.6 0.0 0.1 3.0 0.1 0.3 0.3 8.7 0.9 2.0 2.0 0.1 Total Del/Veh (s) 25.1 1.1 5.7 32.3 27.3 13.2 34.8 22.8 22.5 38.8 7.0 3.7 Stop Delay (hr) 0.5 0.0 0.1 2.5 0.1 0.2 0.2 5.4 0.6 1.8 1.2 0.1 Stop Del/Veh (s) 22.7 0.0 5.0 27.4 22.1 10.0 29.1 14.2 14.9 35.5 4.3 2.7 Total Stops 64 0 36 290 9 71 29 666 89 176 276 30 Stop/Veh 0.79 0.00 0.72 0.87 0.82 0.81 0.97 0.49 0.62 0.96 0.28 0.33 Travel Dist (mi) 12.7 0.1 7.9 42.3 1.4 11.2 5.9 270.6 28.3 13.2 73.2 6.6 Travel Time (hr) 1.1 0.0 0.4 4.9 0.1 0.8 0.5 15.8 1.8 2.5 3.8 0.4 Avg Speed (mph) 12 26 21 9 11 15 13 17 16 5 19 18 Fuel Used (gal) 0.5 0.0 0.2 2.1 0.1 0.4 0.3 12.6 1.2 0.8 2.5 0.1 Fuel Eff. (mpg) 24.8 31.6 34.6 19.8 23.1 28.6 20.4 21.4 23.4 17.1 28.8 49.9 HC Emissions (g) 3 0 3 17 0 6 5 161 16 5 28 2 CO Emissions (g) 102 1 70 571 12 152 171 6700 597 162 1129 43 NOx Emissions (g) 10 0 8 53 1 16 15 564 53 14 99 5 Vehicles Entered 80 1 50 329 11 87 30 1362 143 181 998 91 Vehicles Exited 81 1 50 329 11 87 30 1358 142 182 999 91 Hourly Exit Rate 81 1 50 329 11 87 30 1358 142 182 999 91 Input Volume 80 2 48 317 14 85 31 1352 145 181 997 93 % of Volume 101 50 104 104 79 102 97 100 98 101 100 98 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0 Density (ft/veh) Occupancy (veh) 1 0 0 5 0 1 0 16 2 2 4 0 SimTraffic Performance Report 05/10/2023 2025 Build PM SimTraffic Report Page 7 4: France Ave & Gallagher Dr Performance by movement Movement All Denied Delay (hr) 0.4 Denied Del/Veh (s) 0.5 Total Delay (hr) 17.9 Total Del/Veh (s) 19.0 Stop Delay (hr) 12.8 Stop Del/Veh (s) 13.6 Total Stops 1736 Stop/Veh 0.51 Travel Dist (mi) 473.6 Travel Time (hr) 32.0 Avg Speed (mph) 15 Fuel Used (gal) 20.9 Fuel Eff. (mpg) 22.7 HC Emissions (g) 246 CO Emissions (g) 9711 NOx Emissions (g) 838 Vehicles Entered 3363 Vehicles Exited 3361 Hourly Exit Rate 3361 Input Volume 3345 % of Volume 100 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 275 Occupancy (veh) 32 SimTraffic Performance Report 05/10/2023 2025 Build PM SimTraffic Report Page 8 5: France Ave & Parklawn Ave Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 1.5 0.2 0.1 0.0 0.0 0.0 Total Delay (hr) 0.9 0.2 0.3 0.8 0.5 0.4 0.9 5.9 0.1 1.9 3.7 0.2 Total Del/Veh (s) 33.0 33.3 8.8 27.9 33.5 8.7 34.3 16.3 3.4 32.7 12.0 9.5 Stop Delay (hr) 0.8 0.2 0.3 0.7 0.4 0.4 0.8 3.7 0.0 1.6 2.2 0.1 Stop Del/Veh (s) 30.7 30.9 7.9 25.6 30.3 8.7 29.8 10.0 3.1 27.9 7.2 6.5 Total Stops 87 21 108 78 44 125 87 658 28 180 405 38 Stop/Veh 0.88 0.84 0.86 0.80 0.90 0.84 0.89 0.50 0.49 0.87 0.37 0.48 Travel Dist (mi) 12.6 3.2 16.3 6.1 3.1 9.5 34.9 472.1 20.9 40.2 217.4 15.6 Travel Time (hr) 1.4 0.4 1.0 1.0 0.6 0.8 1.9 17.9 0.6 3.1 9.6 0.7 Avg Speed (mph) 9 9 16 6 6 12 18 26 33 13 23 21 Fuel Used (gal) 0.6 0.1 0.5 0.3 0.2 0.2 1.1 13.0 0.5 1.9 8.9 0.6 Fuel Eff. (mpg) 22.3 23.0 31.9 19.2 19.3 38.6 32.7 36.2 38.3 21.7 24.3 25.9 HC Emissions (g) 4 0 5 1 0 2 8 146 6 24 114 10 CO Emissions (g) 91 11 103 38 15 36 249 4089 183 955 5111 386 NOx Emissions (g) 12 1 15 4 1 4 32 547 24 74 396 30 Vehicles Entered 97 25 125 95 48 148 96 1289 57 205 1095 78 Vehicles Exited 97 25 126 96 48 146 95 1291 57 204 1097 78 Hourly Exit Rate 97 25 126 96 48 146 95 1291 57 204 1097 78 Input Volume 91 23 128 99 50 147 89 1289 53 199 1091 73 % of Volume 107 109 98 97 96 99 107 100 108 103 101 107 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0 Density (ft/veh) Occupancy (veh) 1 0 1 1 1 1 2 18 1 3 10 1 SimTraffic Performance Report 05/10/2023 2025 Build PM SimTraffic Report Page 9 5: France Ave & Parklawn Ave Performance by movement Movement All Denied Delay (hr) 0.1 Denied Del/Veh (s) 0.1 Total Delay (hr) 15.7 Total Del/Veh (s) 16.6 Stop Delay (hr) 11.2 Stop Del/Veh (s) 11.9 Total Stops 1859 Stop/Veh 0.55 Travel Dist (mi) 851.9 Travel Time (hr) 39.1 Avg Speed (mph) 22 Fuel Used (gal) 28.0 Fuel Eff. (mpg) 30.4 HC Emissions (g) 319 CO Emissions (g) 11267 NOx Emissions (g) 1141 Vehicles Entered 3358 Vehicles Exited 3360 Hourly Exit Rate 3360 Input Volume 3332 % of Volume 101 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 425 Occupancy (veh) 39 SimTraffic Performance Report 05/10/2023 2025 Build PM SimTraffic Report Page 10 Total Network Performance Denied Delay (hr) 1.1 Denied Del/Veh (s) 0.9 Total Delay (hr) 52.4 Total Del/Veh (s) 39.7 Stop Delay (hr) 34.1 Stop Del/Veh (s) 25.8 Total Stops 5455 Stop/Veh 1.15 Travel Dist (mi) 3656.4 Travel Time (hr) 158.5 Avg Speed (mph) 23 Fuel Used (gal) 135.4 Fuel Eff. (mpg) 27.0 HC Emissions (g) 1634 CO Emissions (g) 59340 NOx Emissions (g) 5852 Vehicles Entered 4620 Vehicles Exited 4604 Hourly Exit Rate 4604 Input Volume 21981 % of Volume 21 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 313 Occupancy (veh) 157 Queuing and Blocking Report 05/10/2023 2025 Build PM SimTraffic Report Page 11 Intersection: 1: France Ave & Hazelton Rd Movement EB EB WB WB WB NB NB NB NB NB SB SB Directions Served L TR L T R L T T T R L T Maximum Queue (ft) 50 56 152 194 138 50 222 239 247 102 192 179 Average Queue (ft) 12 17 84 17 55 11 129 150 163 42 94 79 95th Queue (ft) 39 46 144 85 102 38 188 214 227 80 164 146 Link Distance (ft) 817 1108 385 385 385 1451 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 80 130 130 170 300 300 Storage Blk Time (%) 0 0 3 0 1 0 Queuing Penalty (veh) 0 0 6 0 0 0 Intersection: 1: France Ave & Hazelton Rd Movement SB SB Directions Served T TR Maximum Queue (ft) 121 102 Average Queue (ft) 42 28 95th Queue (ft) 92 71 Link Distance (ft) 1451 1451 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 2: France Ave & W 72nd St Movement EB NB SB Directions Served R L TR Maximum Queue (ft) 57 91 4 Average Queue (ft) 29 33 0 95th Queue (ft) 50 68 3 Link Distance (ft) 1411 385 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 220 Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 05/10/2023 2025 Build PM SimTraffic Report Page 12 Intersection: 3: France Ave & Business Access Movement WB NB Directions Served R T Maximum Queue (ft) 163 5 Average Queue (ft) 60 0 95th Queue (ft) 119 3 Link Distance (ft) 344 343 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 4: France Ave & Gallagher Dr Movement EB EB WB WB NB NB NB NB SB SB SB SB Directions Served L TR L TR L T T TR L T T TR Maximum Queue (ft) 112 62 145 332 81 220 242 295 212 135 116 125 Average Queue (ft) 46 26 127 123 26 118 139 178 111 66 60 58 95th Queue (ft) 92 55 163 293 65 188 216 268 178 113 100 103 Link Distance (ft) 834 678 967 967 967 343 343 343 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 140 120 270 240 Storage Blk Time (%) 0 23 0 0 0 Queuing Penalty (veh) 0 22 0 0 1 Queuing and Blocking Report 05/10/2023 2025 Build PM SimTraffic Report Page 13 Intersection: 5: France Ave & Parklawn Ave Movement EB EB EB WB WB WB NB NB NB NB NB SB Directions Served L T R L T R L T T T R L Maximum Queue (ft) 118 114 97 103 128 101 134 218 205 201 51 222 Average Queue (ft) 60 23 46 49 32 38 60 130 122 122 16 110 95th Queue (ft) 105 78 80 92 83 78 110 186 189 192 37 180 Link Distance (ft) 632 277 277 1925 1925 1925 1925 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 100 80 320 400 Storage Blk Time (%) 3 0 3 1 Queuing Penalty (veh) 5 0 1 1 Intersection: 5: France Ave & Parklawn Ave Movement SB SB SB Directions Served T T TR Maximum Queue (ft) 131 144 179 Average Queue (ft) 69 88 90 95th Queue (ft) 118 134 152 Link Distance (ft) 967 967 967 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 37 SimTraffic Simulation Summary 05/10/2023 2030 Build AM SimTraffic Report Page 1 Summary of All Intervals Run Number 1 2 3 4 5 Avg Start Time 6:57 6:57 6:57 6:57 6:57 6:57 End Time 8:00 8:00 8:00 8:00 8:00 8:00 Total Time (min) 63 63 63 63 63 63 Time Recorded (min) 60 60 60 60 60 60 # of Intervals 2 2 2 2 2 2 # of Recorded Intervals 1 1 1 1 1 1 Vehs Entered 3282 3248 3350 3177 3261 3265 Vehs Exited 3281 3212 3330 3177 3237 3245 Starting Vehs 97 94 84 109 87 88 Ending Vehs 98 130 104 109 111 114 Denied Entry Before 0 1 0 0 0 0 Denied Entry After 0 0 0 0 0 0 Travel Distance (mi) 2681 2636 2742 2593 2663 2663 Travel Time (hr) 106.6 103.7 109.3 102.4 105.0 105.4 Total Delay (hr) 29.4 27.6 30.6 27.5 28.3 28.7 Total Stops 3563 3455 3722 3379 3532 3531 Fuel Used (gal) 94.5 93.0 97.4 91.0 94.1 94.0 Interval #0 Information Seeding Start Time 6:57 End Time 7:00 Total Time (min) 3 Volumes adjusted by Growth Factors. No data recorded this interval. Interval #1 Information Recording Start Time 7:00 End Time 8:00 Total Time (min) 60 Volumes adjusted by Growth Factors. Run Number 1 2 3 4 5 Avg Vehs Entered 3282 3248 3350 3177 3261 3265 Vehs Exited 3281 3212 3330 3177 3237 3245 Starting Vehs 97 94 84 109 87 88 Ending Vehs 98 130 104 109 111 114 Denied Entry Before 0 1 0 0 0 0 Denied Entry After 0 0 0 0 0 0 Travel Distance (mi) 2681 2636 2742 2593 2663 2663 Travel Time (hr) 106.6 103.7 109.3 102.4 105.0 105.4 Total Delay (hr) 29.4 27.6 30.6 27.5 28.3 28.7 Total Stops 3563 3455 3722 3379 3532 3531 Fuel Used (gal) 94.5 93.0 97.4 91.0 94.1 94.0 SimTraffic Performance Report 05/10/2023 2030 Build AM SimTraffic Report Page 2 1: France Ave & Hazelton Rd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.0 0.0 0.0 0.1 0.0 0.1 0.0 0.0 0.0 0.1 0.1 0.0 Denied Del/Veh (s) 4.5 0.1 0.1 3.2 0.5 3.1 0.0 0.0 0.0 2.1 0.2 0.1 Total Delay (hr) 0.0 0.0 0.0 0.8 0.1 0.1 0.1 2.0 0.1 0.9 1.3 0.0 Total Del/Veh (s) 24.2 23.1 1.6 29.9 26.3 5.6 31.5 9.1 3.6 31.1 4.7 0.7 Stop Delay (hr) 0.0 0.0 0.0 0.8 0.0 0.1 0.1 1.4 0.1 0.8 0.5 0.0 Stop Del/Veh (s) 22.2 20.5 1.5 27.4 22.9 5.2 29.4 6.1 2.8 27.7 1.8 0.3 Total Stops 2 5 0 91 6 67 16 316 52 95 182 1 Stop/Veh 0.67 0.83 0.00 0.91 0.86 0.83 0.94 0.40 0.50 0.87 0.19 0.20 Travel Dist (mi) 0.5 0.9 0.1 20.9 1.5 17.0 1.4 66.1 8.6 29.6 270.0 1.2 Travel Time (hr) 0.0 0.1 0.0 1.7 0.1 0.8 0.2 3.7 0.4 1.8 8.1 0.0 Avg Speed (mph) 13 13 25 13 15 22 7 18 20 17 33 33 Fuel Used (gal) 0.0 0.0 0.0 0.8 0.1 0.5 0.1 2.1 0.2 1.0 7.5 0.0 Fuel Eff. (mpg) 27.4 27.8 38.5 25.9 30.1 33.8 23.8 32.0 42.3 30.1 36.2 36.0 HC Emissions (g) 0 0 0 7 0 6 0 20 2 6 88 0 CO Emissions (g) 2 4 0 167 8 131 8 709 91 245 2673 10 NOx Emissions (g) 0 0 0 19 1 17 1 70 6 24 344 1 Vehicles Entered 3 6 1 99 7 81 17 795 104 107 976 4 Vehicles Exited 3 6 1 98 7 80 16 796 104 108 976 5 Hourly Exit Rate 3 6 1 98 7 80 16 796 104 108 976 5 Input Volume 4 8 1 99 7 82 16 789 101 113 959 5 % of Volume 75 75 100 99 100 98 100 101 103 96 102 100 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0 Density (ft/veh) Occupancy (veh) 0 0 0 2 0 1 0 4 0 2 8 0 SimTraffic Performance Report 05/10/2023 2030 Build AM SimTraffic Report Page 3 1: France Ave & Hazelton Rd Performance by movement Movement All Denied Delay (hr) 0.3 Denied Del/Veh (s) 0.5 Total Delay (hr) 5.6 Total Del/Veh (s) 9.0 Stop Delay (hr) 3.9 Stop Del/Veh (s) 6.3 Total Stops 833 Stop/Veh 0.38 Travel Dist (mi) 418.0 Travel Time (hr) 17.1 Avg Speed (mph) 25 Fuel Used (gal) 12.2 Fuel Eff. (mpg) 34.2 HC Emissions (g) 129 CO Emissions (g) 4048 NOx Emissions (g) 483 Vehicles Entered 2200 Vehicles Exited 2200 Hourly Exit Rate 2200 Input Volume 2184 % of Volume 101 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 764 Occupancy (veh) 17 SimTraffic Performance Report 05/10/2023 2030 Build AM SimTraffic Report Page 4 2: France Ave & W 72nd St Performance by movement Movement EBR NBL NBT SBT SBR All Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.2 0.0 0.0 0.0 0.0 0.0 Total Delay (hr) 0.2 0.0 0.1 0.4 0.0 0.7 Total Del/Veh (s) 6.7 5.7 0.3 1.4 0.7 1.3 Stop Delay (hr) 0.2 0.0 0.0 0.0 0.0 0.2 Stop Del/Veh (s) 5.9 4.1 0.0 0.1 0.1 0.4 Total Stops 108 17 1 0 0 126 Stop/Veh 0.99 0.59 0.00 0.00 0.00 0.06 Travel Dist (mi) 29.0 1.2 36.7 92.1 1.6 160.4 Travel Time (hr) 1.3 0.1 1.2 2.9 0.1 5.5 Avg Speed (mph) 23 11 31 32 25 29 Fuel Used (gal) 0.8 0.0 1.4 4.3 0.0 6.7 Fuel Eff. (mpg) 35.4 28.9 25.7 21.2 35.8 24.0 HC Emissions (g) 8 0 19 63 0 90 CO Emissions (g) 170 8 751 2891 18 3839 NOx Emissions (g) 21 1 70 225 1 319 Vehicles Entered 109 29 916 1056 18 2128 Vehicles Exited 108 29 915 1055 18 2125 Hourly Exit Rate 108 29 915 1055 18 2125 Input Volume 108 30 905 1045 14 2102 % of Volume 100 97 101 101 129 101 Denied Entry Before 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 Density (ft/veh)659 Occupancy (veh) 1 0 1 3 0 5 SimTraffic Performance Report 05/10/2023 2030 Build AM SimTraffic Report Page 5 3: France Ave & Business Access Performance by movement Movement WBR NBT NBR SBT All Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.2 0.0 0.0 0.0 0.0 Total Delay (hr) 0.1 0.5 0.1 0.1 0.8 Total Del/Veh (s) 2.4 2.3 2.8 0.3 1.3 Stop Delay (hr) 0.1 0.0 0.0 0.0 0.1 Stop Del/Veh (s) 1.5 0.1 0.2 0.0 0.2 Total Stops 37 0 0 0 37 Stop/Veh 0.26 0.00 0.00 0.00 0.02 Travel Dist (mi) 9.7 62.9 10.5 46.8 129.8 Travel Time (hr) 0.6 2.2 0.5 1.4 4.7 Avg Speed (mph) 18 29 20 33 28 Fuel Used (gal) 0.3 3.9 0.5 1.6 6.2 Fuel Eff. (mpg) 35.0 16.2 21.8 29.8 20.9 HC Emissions (g) 2 55 7 23 86 CO Emissions (g) 76 2803 272 815 3965 NOx Emissions (g) 7 197 25 81 310 Vehicles Entered 145 806 134 1163 2248 Vehicles Exited 145 803 134 1164 2246 Hourly Exit Rate 145 803 134 1164 2246 Input Volume 142 795 138 1153 2228 % of Volume 102 101 97 101 101 Denied Entry Before 0 0 0 0 0 Denied Entry After 0 0 0 0 0 Density (ft/veh)545 Occupancy (veh) 1 2 1 1 5 SimTraffic Performance Report 05/10/2023 2030 Build AM SimTraffic Report Page 6 4: France Ave & Gallagher Dr Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.1 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 4.1 0.1 0.2 3.9 0.2 0.5 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (hr) 0.4 0.0 0.0 1.0 0.0 0.0 0.4 4.1 0.7 1.7 1.3 0.1 Total Del/Veh (s) 25.3 20.4 5.7 26.1 24.0 6.2 27.3 16.8 15.6 26.8 5.2 3.0 Stop Delay (hr) 0.3 0.0 0.0 0.9 0.0 0.0 0.3 2.6 0.5 1.5 0.7 0.0 Stop Del/Veh (s) 23.2 18.5 5.2 23.4 21.2 5.1 23.1 10.4 10.2 23.5 3.0 2.2 Total Stops 43 1 24 116 4 10 47 430 108 202 206 24 Stop/Veh 0.84 1.00 0.80 0.83 1.00 0.77 0.92 0.49 0.63 0.88 0.24 0.30 Travel Dist (mi) 7.9 0.1 4.7 17.7 0.5 1.7 10.1 172.5 33.6 17.1 64.9 6.0 Travel Time (hr) 0.7 0.0 0.2 1.8 0.0 0.1 0.7 8.7 1.8 2.3 2.9 0.3 Avg Speed (mph) 12 13 21 11 12 19 14 20 18 7 22 20 Fuel Used (gal) 0.3 0.0 0.1 0.8 0.0 0.0 0.5 7.5 1.3 0.8 2.1 0.1 Fuel Eff. (mpg) 25.5 26.6 35.8 22.2 27.8 34.4 21.8 22.9 25.3 21.2 30.3 52.7 HC Emissions (g) 1 0 3 7 0 0 4 97 12 6 26 1 CO Emissions (g) 48 1 53 216 2 10 214 4266 636 210 1048 36 NOx Emissions (g) 5 0 7 22 0 1 15 338 46 18 91 3 Vehicles Entered 50 1 30 138 4 13 51 873 170 228 857 79 Vehicles Exited 50 1 30 136 4 13 51 878 170 228 857 79 Hourly Exit Rate 50 1 30 136 4 13 51 878 170 228 857 79 Input Volume 54 1 29 141 3 14 53 865 179 229 851 73 % of Volume 93 100 103 96 133 93 96 102 95 100 101 108 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0 Density (ft/veh) Occupancy (veh) 1 0 0 2 0 0 1 9 2 2 3 0 SimTraffic Performance Report 05/10/2023 2030 Build AM SimTraffic Report Page 7 4: France Ave & Gallagher Dr Performance by movement Movement All Denied Delay (hr) 0.2 Denied Del/Veh (s) 0.3 Total Delay (hr) 9.8 Total Del/Veh (s) 14.0 Stop Delay (hr) 7.0 Stop Del/Veh (s) 9.9 Total Stops 1215 Stop/Veh 0.48 Travel Dist (mi) 336.7 Travel Time (hr) 19.6 Avg Speed (mph) 17 Fuel Used (gal) 13.7 Fuel Eff. (mpg) 24.6 HC Emissions (g) 159 CO Emissions (g) 6741 NOx Emissions (g) 546 Vehicles Entered 2494 Vehicles Exited 2497 Hourly Exit Rate 2497 Input Volume 2492 % of Volume 100 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 446 Occupancy (veh) 19 SimTraffic Performance Report 05/10/2023 2030 Build AM SimTraffic Report Page 8 5: France Ave & Parklawn Ave Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 1.5 0.1 0.1 0.0 0.0 0.0 Total Delay (hr) 0.6 0.2 0.1 0.5 0.2 0.2 0.8 2.9 0.1 1.1 2.4 0.2 Total Del/Veh (s) 26.2 29.2 5.8 25.9 29.7 7.1 31.0 11.7 2.9 28.6 10.8 7.3 Stop Delay (hr) 0.5 0.2 0.1 0.5 0.2 0.3 0.7 1.8 0.1 0.9 1.5 0.1 Stop Del/Veh (s) 24.3 26.8 5.1 24.1 26.9 7.2 27.3 7.1 2.3 24.7 6.4 4.8 Total Stops 69 26 69 60 17 110 84 376 42 120 306 41 Stop/Veh 0.87 0.90 0.83 0.85 0.77 0.87 0.88 0.42 0.43 0.89 0.38 0.49 Travel Dist (mi) 10.3 3.8 10.8 4.5 1.4 8.1 34.3 322.7 34.7 26.3 159.8 16.5 Travel Time (hr) 1.0 0.4 0.6 0.7 0.2 0.6 1.8 11.1 1.1 1.9 6.6 0.7 Avg Speed (mph) 10 10 18 6 6 13 19 29 33 14 24 23 Fuel Used (gal) 0.4 0.2 0.3 0.2 0.1 0.2 1.0 8.9 0.9 1.1 6.0 0.6 Fuel Eff. (mpg) 24.4 24.9 34.4 20.2 21.2 40.6 33.0 36.2 38.6 23.9 26.5 27.8 HC Emissions (g) 2 2 3 1 0 1 10 97 13 15 77 10 CO Emissions (g) 50 30 58 26 10 27 276 2889 372 564 3273 375 NOx Emissions (g) 7 4 9 3 1 3 37 383 48 48 273 31 Vehicles Entered 79 29 83 71 22 126 94 882 95 133 807 83 Vehicles Exited 78 29 82 70 22 126 93 883 95 133 808 83 Hourly Exit Rate 78 29 82 70 22 126 93 883 95 133 808 83 Input Volume 84 26 82 68 25 126 91 879 94 132 802 87 % of Volume 93 112 100 103 88 100 102 100 101 101 101 95 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0 Density (ft/veh) Occupancy (veh) 1 0 1 1 0 1 2 11 1 2 7 1 SimTraffic Performance Report 05/10/2023 2030 Build AM SimTraffic Report Page 9 5: France Ave & Parklawn Ave Performance by movement Movement All Denied Delay (hr) 0.1 Denied Del/Veh (s) 0.1 Total Delay (hr) 9.4 Total Del/Veh (s) 13.3 Stop Delay (hr) 6.8 Stop Del/Veh (s) 9.7 Total Stops 1320 Stop/Veh 0.52 Travel Dist (mi) 633.1 Travel Time (hr) 26.7 Avg Speed (mph) 24 Fuel Used (gal) 20.0 Fuel Eff. (mpg) 31.7 HC Emissions (g) 231 CO Emissions (g) 7951 NOx Emissions (g) 846 Vehicles Entered 2504 Vehicles Exited 2502 Hourly Exit Rate 2502 Input Volume 2496 % of Volume 100 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 623 Occupancy (veh) 27 SimTraffic Performance Report 05/10/2023 2030 Build AM SimTraffic Report Page 10 Total Network Performance Denied Delay (hr) 0.6 Denied Del/Veh (s) 0.7 Total Delay (hr) 28.1 Total Del/Veh (s) 30.1 Stop Delay (hr) 18.2 Stop Del/Veh (s) 19.5 Total Stops 3531 Stop/Veh 1.05 Travel Dist (mi) 2663.0 Travel Time (hr) 105.4 Avg Speed (mph) 25 Fuel Used (gal) 94.0 Fuel Eff. (mpg) 28.3 HC Emissions (g) 1129 CO Emissions (g) 41019 NOx Emissions (g) 4078 Vehicles Entered 3265 Vehicles Exited 3245 Hourly Exit Rate 3245 Input Volume 16091 % of Volume 20 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 470 Occupancy (veh) 105 Queuing and Blocking Report 05/10/2023 2030 Build AM SimTraffic Report Page 11 Intersection: 1: France Ave & Hazelton Rd Movement EB EB WB WB WB NB NB NB NB NB SB SB Directions Served L TR L T R L T T T R L T Maximum Queue (ft) 33 35 116 31 56 59 139 146 148 74 138 150 Average Queue (ft) 2 6 58 4 25 14 62 71 72 30 59 63 95th Queue (ft) 15 25 104 20 48 42 115 125 131 63 108 124 Link Distance (ft) 817 1108 385 385 385 1451 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 80 130 130 170 300 300 Storage Blk Time (%) 0 0 Queuing Penalty (veh) 0 0 Intersection: 1: France Ave & Hazelton Rd Movement SB SB Directions Served T TR Maximum Queue (ft) 99 77 Average Queue (ft) 26 19 95th Queue (ft) 64 53 Link Distance (ft) 1451 1451 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 2: France Ave & W 72nd St Movement EB NB Directions Served R L Maximum Queue (ft) 82 61 Average Queue (ft) 41 15 95th Queue (ft) 68 44 Link Distance (ft) 1411 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 220 Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 05/10/2023 2030 Build AM SimTraffic Report Page 12 Intersection: 3: France Ave & Business Access Movement WB Directions Served R Maximum Queue (ft) 68 Average Queue (ft) 20 95th Queue (ft) 50 Link Distance (ft) 344 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 4: France Ave & Gallagher Dr Movement EB EB WB WB NB NB NB NB SB SB SB SB Directions Served L TR L TR L T T TR L T T TR Maximum Queue (ft) 73 58 134 92 85 154 183 275 220 158 99 115 Average Queue (ft) 33 19 72 14 35 70 83 145 118 48 47 49 95th Queue (ft) 68 50 122 54 70 124 145 235 190 102 86 97 Link Distance (ft) 834 678 967 967 967 343 343 343 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 140 120 270 240 Storage Blk Time (%) 2 0 0 Queuing Penalty (veh) 0 0 0 Queuing and Blocking Report 05/10/2023 2030 Build AM SimTraffic Report Page 13 Intersection: 5: France Ave & Parklawn Ave Movement EB EB EB WB WB WB NB NB NB NB NB SB Directions Served L T R L T R L T T T R L Maximum Queue (ft) 106 76 72 83 45 86 123 165 138 162 64 162 Average Queue (ft) 46 26 33 37 12 32 55 79 62 81 20 75 95th Queue (ft) 86 63 60 71 34 64 102 132 110 145 45 135 Link Distance (ft) 632 277 277 1925 1925 1925 1925 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 100 80 320 400 Storage Blk Time (%) 1 0 0 1 Queuing Penalty (veh) 1 0 0 0 Intersection: 5: France Ave & Parklawn Ave Movement SB SB SB Directions Served T T TR Maximum Queue (ft) 112 131 142 Average Queue (ft) 53 68 73 95th Queue (ft) 95 114 124 Link Distance (ft) 967 967 967 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 2 SimTraffic Simulation Summary 05/10/2023 2030 Build PM SimTraffic Report Page 1 Summary of All Intervals Run Number 1 2 3 4 5 Avg Start Time 6:57 6:57 6:57 6:57 6:57 6:57 End Time 8:00 8:00 8:00 8:00 8:00 8:00 Total Time (min) 63 63 63 63 63 63 Time Recorded (min) 60 60 60 60 60 60 # of Intervals 2 2 2 2 2 2 # of Recorded Intervals 1 1 1 1 1 1 Vehs Entered 4651 4790 4647 4658 4651 4678 Vehs Exited 4636 4753 4613 4659 4621 4656 Starting Vehs 141 158 127 162 131 140 Ending Vehs 156 195 161 161 161 162 Denied Entry Before 1 0 1 0 2 0 Denied Entry After 0 0 2 2 0 0 Travel Distance (mi) 3750 3845 3717 3756 3733 3760 Travel Time (hr) 163.0 169.6 160.1 166.1 162.8 164.3 Total Delay (hr) 55.5 59.2 53.6 58.2 55.4 56.4 Total Stops 5458 5746 5347 5544 5441 5507 Fuel Used (gal) 138.5 143.2 137.0 139.8 137.2 139.1 Interval #0 Information Seeding Start Time 6:57 End Time 7:00 Total Time (min) 3 Volumes adjusted by Growth Factors. No data recorded this interval. Interval #1 Information Recording Start Time 7:00 End Time 8:00 Total Time (min) 60 Volumes adjusted by Growth Factors. Run Number 1 2 3 4 5 Avg Vehs Entered 4651 4790 4647 4658 4651 4678 Vehs Exited 4636 4753 4613 4659 4621 4656 Starting Vehs 141 158 127 162 131 140 Ending Vehs 156 195 161 161 161 162 Denied Entry Before 1 0 1 0 2 0 Denied Entry After 0 0 2 2 0 0 Travel Distance (mi) 3750 3845 3717 3756 3733 3760 Travel Time (hr) 163.0 169.6 160.1 166.1 162.8 164.3 Total Delay (hr) 55.5 59.2 53.6 58.2 55.4 56.4 Total Stops 5458 5746 5347 5544 5441 5507 Fuel Used (gal) 138.5 143.2 137.0 139.8 137.2 139.1 SimTraffic Performance Report 05/10/2023 2030 Build PM SimTraffic Report Page 2 1: France Ave & Hazelton Rd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.0 0.0 0.0 0.2 0.0 0.2 0.0 0.0 0.0 0.1 0.1 0.0 Denied Del/Veh (s) 4.1 0.1 0.2 3.4 1.1 3.2 0.0 0.0 0.0 2.0 0.2 0.1 Total Delay (hr) 0.2 0.1 0.0 1.7 0.1 0.6 0.1 6.7 0.3 1.9 1.8 0.0 Total Del/Veh (s) 33.9 28.3 5.5 34.6 27.3 11.7 31.3 16.6 6.7 34.6 6.0 2.7 Stop Delay (hr) 0.2 0.1 0.0 1.5 0.1 0.6 0.1 4.9 0.2 1.6 0.8 0.0 Stop Del/Veh (s) 31.9 25.2 5.0 31.2 22.9 10.5 28.9 12.1 5.2 29.8 2.5 1.8 Total Stops 15 11 8 153 12 149 9 747 95 164 251 1 Stop/Veh 0.88 0.69 0.73 0.87 0.80 0.76 0.90 0.51 0.59 0.84 0.23 0.20 Travel Dist (mi) 2.6 2.4 1.7 36.7 3.1 40.8 0.8 117.9 13.2 53.2 304.3 1.3 Travel Time (hr) 0.3 0.2 0.1 3.2 0.2 2.4 0.1 9.8 0.8 3.5 9.6 0.0 Avg Speed (mph) 10 12 21 12 14 19 7 12 16 16 32 31 Fuel Used (gal) 0.1 0.1 0.0 1.5 0.1 1.3 0.0 4.4 0.4 1.8 8.5 0.0 Fuel Eff. (mpg) 23.6 25.2 35.9 24.8 29.0 31.2 21.8 26.7 35.8 29.4 35.8 40.6 HC Emissions (g) 0 0 0 13 0 11 0 36 4 15 98 0 CO Emissions (g) 14 18 6 333 14 289 7 1227 160 497 3102 6 NOx Emissions (g) 1 1 1 38 1 32 0 124 12 54 378 1 Vehicles Entered 17 16 11 174 14 192 10 1456 159 193 1098 5 Vehicles Exited 16 16 11 175 14 193 10 1442 159 192 1096 5 Hourly Exit Rate 16 16 11 175 14 193 10 1442 159 192 1096 5 Input Volume 15 15 12 160 16 193 12 1475 157 191 1098 4 % of Volume 107 107 92 109 88 100 83 98 101 101 100 125 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0 Density (ft/veh) Occupancy (veh) 0 0 0 3 0 2 0 10 1 3 10 0 SimTraffic Performance Report 05/10/2023 2030 Build PM SimTraffic Report Page 3 1: France Ave & Hazelton Rd Performance by movement Movement All Denied Delay (hr) 0.5 Denied Del/Veh (s) 0.6 Total Delay (hr) 13.6 Total Del/Veh (s) 14.5 Stop Delay (hr) 10.1 Stop Del/Veh (s) 10.8 Total Stops 1615 Stop/Veh 0.48 Travel Dist (mi) 577.9 Travel Time (hr) 30.1 Avg Speed (mph) 20 Fuel Used (gal) 18.3 Fuel Eff. (mpg) 31.6 HC Emissions (g) 179 CO Emissions (g) 5673 NOx Emissions (g) 644 Vehicles Entered 3345 Vehicles Exited 3329 Hourly Exit Rate 3329 Input Volume 3348 % of Volume 99 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 435 Occupancy (veh) 30 SimTraffic Performance Report 05/10/2023 2030 Build PM SimTraffic Report Page 4 2: France Ave & W 72nd St Performance by movement Movement EBR NBL NBT SBT SBR All Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.1 0.0 0.0 0.0 0.0 0.0 Total Delay (hr) 0.1 0.2 0.3 0.6 0.0 1.1 Total Del/Veh (s) 6.2 7.2 0.6 1.6 1.2 1.3 Stop Delay (hr) 0.1 0.1 0.0 0.0 0.0 0.3 Stop Del/Veh (s) 5.7 5.6 0.0 0.1 0.2 0.3 Total Stops 64 53 0 0 0 117 Stop/Veh 1.00 0.69 0.00 0.00 0.00 0.04 Travel Dist (mi) 16.9 3.1 64.9 110.0 1.8 196.8 Travel Time (hr) 0.7 0.3 2.2 3.6 0.1 6.9 Avg Speed (mph) 23 10 29 31 23 28 Fuel Used (gal) 0.5 0.1 2.7 5.5 0.1 8.9 Fuel Eff. (mpg) 35.6 26.9 24.0 19.8 29.2 22.1 HC Emissions (g) 3 1 40 82 0 125 CO Emissions (g) 63 21 1570 3841 32 5526 NOx Emissions (g) 8 3 142 288 2 442 Vehicles Entered 63 77 1624 1264 21 3049 Vehicles Exited 64 77 1625 1260 21 3047 Hourly Exit Rate 64 77 1625 1260 21 3047 Input Volume 65 80 1644 1252 22 3063 % of Volume 98 96 99 101 95 99 Denied Entry Before 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 Density (ft/veh)520 Occupancy (veh) 1 0 2 4 0 7 SimTraffic Performance Report 05/10/2023 2030 Build PM SimTraffic Report Page 5 3: France Ave & Business Access Performance by movement Movement WBR NBT NBR SBT All Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.3 0.0 0.0 0.0 0.0 Total Delay (hr) 0.6 1.1 0.1 0.1 1.9 Total Del/Veh (s) 7.1 2.8 3.0 0.4 2.2 Stop Delay (hr) 0.4 0.0 0.0 0.0 0.5 Stop Del/Veh (s) 5.4 0.1 0.1 0.0 0.6 Total Stops 143 1 0 2 146 Stop/Veh 0.50 0.00 0.00 0.00 0.05 Travel Dist (mi) 19.1 111.0 10.9 53.4 194.4 Travel Time (hr) 1.5 4.1 0.6 1.6 7.7 Avg Speed (mph) 13 27 19 34 25 Fuel Used (gal) 0.7 6.8 0.5 1.6 9.6 Fuel Eff. (mpg) 27.5 16.3 21.5 33.2 20.2 HC Emissions (g) 6 96 9 22 133 CO Emissions (g) 228 4586 286 813 5914 NOx Emissions (g) 21 352 30 77 481 Vehicles Entered 284 1424 141 1323 3172 Vehicles Exited 285 1422 140 1324 3171 Hourly Exit Rate 285 1422 140 1324 3171 Input Volume 293 1437 140 1317 3187 % of Volume 97 99 100 101 99 Denied Entry Before 0 0 0 0 0 Denied Entry After 0 0 0 0 0 Density (ft/veh)332 Occupancy (veh) 1 4 1 2 8 SimTraffic Performance Report 05/10/2023 2030 Build PM SimTraffic Report Page 6 4: France Ave & Gallagher Dr Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.1 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 3.9 0.1 0.4 3.6 0.8 0.9 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (hr) 0.7 0.0 0.1 2.6 0.1 0.3 0.3 9.1 1.1 2.2 2.1 0.1 Total Del/Veh (s) 26.5 31.1 6.4 31.1 22.6 12.0 34.5 23.4 24.8 42.3 7.1 3.7 Stop Delay (hr) 0.6 0.0 0.1 2.3 0.1 0.2 0.3 5.6 0.7 2.0 1.3 0.1 Stop Del/Veh (s) 24.1 27.2 5.6 26.7 18.6 9.4 28.3 14.5 16.4 38.9 4.4 2.7 Total Stops 72 1 43 248 12 65 31 681 97 172 273 30 Stop/Veh 0.78 1.00 0.75 0.82 0.63 0.76 0.94 0.48 0.63 0.93 0.26 0.31 Travel Dist (mi) 14.3 0.2 8.9 38.6 2.3 10.8 6.4 276.8 30.6 13.7 79.2 7.3 Travel Time (hr) 1.3 0.0 0.5 4.3 0.2 0.7 0.5 16.4 2.1 2.7 4.1 0.4 Avg Speed (mph) 12 13 20 10 12 15 13 17 15 5 19 19 Fuel Used (gal) 0.6 0.0 0.3 1.9 0.1 0.4 0.3 13.1 1.3 0.8 2.7 0.1 Fuel Eff. (mpg) 24.1 28.5 34.0 19.9 23.8 29.8 20.0 21.2 23.3 16.6 29.7 50.4 HC Emissions (g) 4 0 3 16 0 3 4 157 16 4 30 2 CO Emissions (g) 129 2 78 547 25 111 155 6656 601 145 1151 42 NOx Emissions (g) 12 0 10 51 2 11 13 560 55 12 106 4 Vehicles Entered 90 1 57 300 18 84 32 1395 153 182 1046 96 Vehicles Exited 90 1 57 300 18 84 32 1394 154 183 1047 97 Hourly Exit Rate 90 1 57 300 18 84 32 1394 154 183 1047 97 Input Volume 84 2 50 321 15 88 31 1410 149 184 1038 96 % of Volume 107 50 114 93 120 95 103 99 103 99 101 101 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0 Density (ft/veh) Occupancy (veh) 1 0 0 4 0 1 1 16 2 3 4 0 SimTraffic Performance Report 05/10/2023 2030 Build PM SimTraffic Report Page 7 4: France Ave & Gallagher Dr Performance by movement Movement All Denied Delay (hr) 0.4 Denied Del/Veh (s) 0.4 Total Delay (hr) 18.6 Total Del/Veh (s) 19.3 Stop Delay (hr) 13.2 Stop Del/Veh (s) 13.7 Total Stops 1725 Stop/Veh 0.50 Travel Dist (mi) 489.1 Travel Time (hr) 33.1 Avg Speed (mph) 15 Fuel Used (gal) 21.6 Fuel Eff. (mpg) 22.6 HC Emissions (g) 240 CO Emissions (g) 9642 NOx Emissions (g) 836 Vehicles Entered 3454 Vehicles Exited 3457 Hourly Exit Rate 3457 Input Volume 3468 % of Volume 100 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 265 Occupancy (veh) 33 SimTraffic Performance Report 05/10/2023 2030 Build PM SimTraffic Report Page 8 5: France Ave & Parklawn Ave Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 1.4 0.1 0.1 0.0 0.0 0.0 Total Delay (hr) 1.0 0.2 0.4 0.8 0.5 0.4 1.0 6.6 0.0 2.1 3.6 0.2 Total Del/Veh (s) 33.2 33.5 10.0 27.1 33.8 10.1 39.2 17.5 3.3 35.9 11.4 9.9 Stop Delay (hr) 0.9 0.2 0.3 0.7 0.4 0.4 0.9 4.1 0.0 1.8 2.1 0.2 Stop Del/Veh (s) 30.9 31.0 9.0 24.8 30.4 10.2 34.4 10.9 3.0 30.9 6.7 6.6 Total Stops 90 21 121 86 43 123 82 701 28 186 383 40 Stop/Veh 0.87 0.84 0.86 0.83 0.86 0.83 0.91 0.51 0.52 0.88 0.34 0.47 Travel Dist (mi) 13.1 3.3 18.1 6.5 3.2 9.5 32.6 489.5 19.7 41.1 221.0 16.6 Travel Time (hr) 1.5 0.4 1.2 1.0 0.6 0.9 1.9 19.0 0.6 3.4 9.5 0.8 Avg Speed (mph) 9 9 15 6 6 11 17 26 33 12 23 21 Fuel Used (gal) 0.6 0.1 0.6 0.3 0.2 0.3 1.0 13.7 0.5 1.9 9.0 0.6 Fuel Eff. (mpg) 22.1 23.5 31.1 19.2 19.3 36.2 31.8 35.7 37.9 21.3 24.6 26.1 HC Emissions (g) 3 0 4 2 1 1 7 154 6 18 127 11 CO Emissions (g) 88 12 91 52 23 32 243 4353 174 870 5309 419 NOx Emissions (g) 11 1 13 6 2 3 30 574 22 62 432 34 Vehicles Entered 102 25 140 103 50 146 89 1340 54 208 1116 83 Vehicles Exited 100 25 139 103 50 147 89 1333 54 209 1119 84 Hourly Exit Rate 100 25 139 103 50 147 89 1333 54 209 1119 84 Input Volume 99 24 134 103 52 152 93 1339 55 205 1128 80 % of Volume 101 104 104 100 96 97 96 100 98 102 99 105 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0 Density (ft/veh) Occupancy (veh) 2 0 1 1 1 1 2 19 1 3 10 1 SimTraffic Performance Report 05/10/2023 2030 Build PM SimTraffic Report Page 9 5: France Ave & Parklawn Ave Performance by movement Movement All Denied Delay (hr) 0.1 Denied Del/Veh (s) 0.1 Total Delay (hr) 16.8 Total Del/Veh (s) 17.3 Stop Delay (hr) 12.1 Stop Del/Veh (s) 12.5 Total Stops 1904 Stop/Veh 0.54 Travel Dist (mi) 874.3 Travel Time (hr) 40.8 Avg Speed (mph) 21 Fuel Used (gal) 28.9 Fuel Eff. (mpg) 30.3 HC Emissions (g) 335 CO Emissions (g) 11666 NOx Emissions (g) 1192 Vehicles Entered 3456 Vehicles Exited 3452 Hourly Exit Rate 3452 Input Volume 3464 % of Volume 100 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 408 Occupancy (veh) 41 SimTraffic Performance Report 05/10/2023 2030 Build PM SimTraffic Report Page 10 Total Network Performance Denied Delay (hr) 1.1 Denied Del/Veh (s) 0.9 Total Delay (hr) 55.3 Total Del/Veh (s) 41.3 Stop Delay (hr) 36.4 Stop Del/Veh (s) 27.2 Total Stops 5507 Stop/Veh 1.14 Travel Dist (mi) 3760.1 Travel Time (hr) 164.3 Avg Speed (mph) 23 Fuel Used (gal) 139.1 Fuel Eff. (mpg) 27.0 HC Emissions (g) 1635 CO Emissions (g) 59762 NOx Emissions (g) 5900 Vehicles Entered 4678 Vehicles Exited 4656 Hourly Exit Rate 4656 Input Volume 22791 % of Volume 20 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh) 302 Occupancy (veh) 163 Queuing and Blocking Report 05/10/2023 2030 Build PM SimTraffic Report Page 11 Intersection: 1: France Ave & Hazelton Rd Movement EB EB WB WB WB NB NB NB NB NB SB SB Directions Served L TR L T R L T T T R L T Maximum Queue (ft) 62 57 153 163 131 46 196 224 266 109 205 162 Average Queue (ft) 16 16 91 15 57 9 128 148 166 45 102 75 95th Queue (ft) 46 46 141 75 111 33 188 212 237 87 173 136 Link Distance (ft) 817 1108 385 385 385 1451 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 80 130 130 170 300 300 Storage Blk Time (%) 0 0 3 0 1 0 Queuing Penalty (veh) 0 0 7 1 0 0 Intersection: 1: France Ave & Hazelton Rd Movement SB SB Directions Served T TR Maximum Queue (ft) 132 104 Average Queue (ft) 42 31 95th Queue (ft) 93 72 Link Distance (ft) 1451 1451 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 2: France Ave & W 72nd St Movement EB NB SB Directions Served R L TR Maximum Queue (ft) 61 72 4 Average Queue (ft) 32 31 0 95th Queue (ft) 50 62 3 Link Distance (ft) 1411 385 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 220 Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 05/10/2023 2030 Build PM SimTraffic Report Page 12 Intersection: 3: France Ave & Business Access Movement WB NB SB Directions Served R T T Maximum Queue (ft) 142 10 19 Average Queue (ft) 60 0 1 95th Queue (ft) 115 6 19 Link Distance (ft) 344 343 159 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 4: France Ave & Gallagher Dr Movement EB EB WB WB NB NB NB NB SB SB SB SB Directions Served L TR L TR L T T TR L T T TR Maximum Queue (ft) 107 58 144 315 76 219 248 326 207 166 168 137 Average Queue (ft) 51 27 126 108 26 124 146 195 112 69 63 64 95th Queue (ft) 98 55 163 263 59 197 222 288 191 149 120 112 Link Distance (ft) 834 678 967 967 967 343 343 343 Upstream Blk Time (%)0 0 Queuing Penalty (veh)2 0 Storage Bay Dist (ft) 140 120 270 240 Storage Blk Time (%) 0 19 0 2 Queuing Penalty (veh) 0 19 0 5 Queuing and Blocking Report 05/10/2023 2030 Build PM SimTraffic Report Page 13 Intersection: 5: France Ave & Parklawn Ave Movement EB EB EB WB WB WB NB NB NB NB NB SB Directions Served L T R L T R L T T T R L Maximum Queue (ft) 112 162 105 102 136 102 130 217 211 235 42 192 Average Queue (ft) 60 31 49 50 34 40 59 143 136 139 15 117 95th Queue (ft) 105 119 85 92 83 79 108 205 207 216 34 176 Link Distance (ft) 632 277 277 1925 1925 1925 1925 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 100 80 320 400 Storage Blk Time (%) 4 0 1 3 1 Queuing Penalty (veh) 6 0 1 2 1 Intersection: 5: France Ave & Parklawn Ave Movement SB SB SB Directions Served T T TR Maximum Queue (ft) 128 153 168 Average Queue (ft) 65 84 95 95th Queue (ft) 116 137 160 Link Distance (ft) 967 967 967 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 44 DATE: 5/16/2024 TO: Enclave Mixed-Use Development on France, Owner and Development Team CC: Cary Teague – Community Development Director FROM: Ben Jore, PE, Senior Project Engineer RE: 7235 France Ave South – Development Review The Engineering Department has reviewed the subject property for pedestrian facilities, utility connections, grading, flood risk, and storm water. Plans reviewed included civil and landscape plans dated 4/26/2024. Review Comment Required For General 1. Deliver as-build records of public and private utility infrastructure post construction. Certificate of Occupancy 2. Maintenance of sidewalks within the property is the responsibility of the property owner. A. Sidewalks accessing a potential underpass of France Ave or adjacent to France Ave will require more discussion if the project is approved. General Comment Survey 3. An existing and proposed site condition survey is required. Grading/Building Permit 3.1 Show all existing and proposed public and private easements. Grading/Building Permit 3.2 Vacation of existing sanitary easement is required after Site Improvement Performance Agreement for sanitary trunk realignment and expansion. Grading/Building Permit Living Streets 4. Design sidewalks to meet ADA requirements. Grading/Building Permit 5. Show the sidewalk crossings on the plans. Grading/Building Permit 6. Saw cut concrete sidewalk joints on public sidewalks. Grading/Building Permit 7. Public sidewalk along France Avenue to be minimum 8-ft wide with 8-ft wide boulevard. A. Sidewalks to access a potential underpass of France Ave will require more discussion if the project is approved. General Comment 8. A potential underpass of France Ave is being considered and designed by the City. This would connect the east and west sides General Comment of France Ave at this location. Staff continues to investigate the opportunity for an underpass. The current application does provide space for this idea. More coordination and discussion is required if the project is approved regarding ownership, maintenance, easements, etc. Traffic and Street 9. Review fire access requirements with Fire Department. Fire truck turning template attached. Grading/Building Permit 10. Provide traffic study and implement City-approved recommendations. Grading/Building Permit 11. Driveway Entrance permit required for entrance construction/ relocation/ removal. Comply with standard plate 415. Indicate the radii; must be 15’. Note maximum width for 2-way entrance is 30’. Close up existing entrances, standard plate 500. Building Permit 12. All proposed trees, vegetation, signage and other items adjacent to the intersections and driveway accesses should maintain a clear view as defined in Section 26-190 of City Code. Grading/Building Permit Sanitary and Water Utilities 13. Verify fire demand and hydrant locations. Grading/Building Permit 14. Review comments posted in 240516_utilityplanredlines.pdf Grading/Building Permit 15. Current sewer and building floor elevations invite backflow of sewer from trunk sewer alignment. All buildings floors below grade must be served only by pumps to gravity lines overhead. Discuss elevation requirements with City Engineer for overhead sanitary sewer connections. Building services must have inverts 1’ above future sewer trunk top of pipe. Private sewer connection point to SSMH01 must be at or above 0.8 d/D point of future trunk sewer Grading/Building Permit 16. Confirm that the construction of the sewer pipe will not adversely affect the building foundation. Grading/Building Permit 17. Pipe capacity and minimum velocity of realigned sanitary trunk must be maintained. Edina Engineering will confirm with Sewer model. Grading/Building Permit 18. Pipe type for trunk sewer shall be Reinforced Polymer Mortar Pipe (FRPMP). Grading/Building Permit 19. Public improvement for sanitary trunk realignment and upsize requires Site Improvement Performance Agreement. Grading/Building Permit 20. Provide a utility easement over the proposed public sanitary sewer between SSMH 09 to SSMH 01. Grading/Building Permit 21. Provide a utility easement for the proposed public water loop and hydrant lead. Grading/Building Permit 22. Domestic water shall be sized by the developer’s engineer. Grading/Building Permit 23. Domestic sanitary shall be sized by the developer’s engineer. Grading/Building Permit 24. Public sanitary sewer is proposed along the north portion of lot 2. The current easement is 20’ centered on the existing pipe. Ensure that there is a minimum easement of 10’ on each side of the proposed pipe. Grading/Building Permit 25. Multiple sanitary services are shown for the proposed building. Engineer to review and determine if all these services are necessary. Grading/Building Permit 25.1 Meter required for building service line and combined lines. No meter required for fire only service line. Grading/Building Permit 25.2 Public Works to determine acceptable installation methods. Grading/Building Permit 26. Disconnected sanitary and water services to be capped at main. Grading/Building Permit 27. A SAC determination will be required by the Metropolitan Council. The SAC determination will be used by the City to calculate sewer and water connection charges Grading/Building Permit 28. Single connection from main for fire and domestic, split after main connection. Grading/Building Permit Storm Water Utility 29. Provide final, signed geotechnical report with soil borings. Grading/Building Permit 30. Provide 5’ drainage and utilities easement on the east property line for potential promenade pumping feature improvements. Grading/Building Permit 31. Detail the plantings and landscaping above the underground system. Grading/Building Permit 32. Hydraulic and hydrologic report meeting watershed and state construction site permit requirements has been submitted. Full review at permit application. Grading/Building Permit 33. Submit watershed district permit and copies of private maintenance agreement in favor of watershed. Grading/Building Permit Grading Erosion and Sediment Control 34. A SWPPP consistent with the State General Construction Site Stormwater Permit is required. Grading/Building Permit Constructability and Safety 35. Construction staging, traffic control, and pedestrian access plans will be required. Construction staging or construction fencing shall not impede the City’s ability to snowplow the adjacent streets. If construction fencing removes storage space for snow, developer shall be responsible for snow removal in the street adjacent to any impacts to City operations. Any short-term road or lanes closures shall be approved by the City Engineer and/or Hennepin County. Grading/Building Permit Other Agency Coordination 36. MDH, MPCA and MCES permits required as needed. Grading/Building Permit 37. Nine Mile Creek Watershed District permit is required. Grading/Building Permit 38. Any impacts to the Nine Mile Creek Regional Trail must be approved by Three Rivers Park District. Grading/Building Permit 39. Any connections to the Promenade trail or grading on City property must be approved by the Parks department. Grading/Building Permit Sustainability 40. This project is required to comply with the City of Edina’s Sustainable Building Policy. Please contact Marisa Bayer, Sustainability Manager, to schedule a policy review and discuss a compliance pathway. NGBS Silver certification has been approved for the NE, NW and SE Buildings; and LEED Silver certification has been approved for the SW Building. All four buildings, regardless of certification system, must comply with the Edina Overlay requirements. Staff recommend the development team contact the Center for Sustainable Building Research (CSBR) early in the design process to adhere to the SB2030 Energy Standard. Financial Assistance and Planned Unit Development Approval 41. Staff recommend providing a minimum of one bike parking stall for every 10 residential units. These parking stalls should be in General Comment convenient, well-lit locations within 50’ of a public entrance to the building. Rack style and spacing should follow the recommendations of the Association for Pedestrian and Bicycle Professionals (APBP). 42. Staff encourages implementing additional Travel Demand Management strategies: Provide directional signage/information for adjacent pedestrian, bicycle and transit facilities and ride-sharing services. Provide a bike repair station on-site, located adjacent to bike parking/storage or the bicycle access points. Subsidize Metro Transit passes for tenants and employees. General Comment FRANCE AVE. S (COUNTY RD. NO. 17)LOT 2PROPOSED BUILDINGGSF : 60,000FFE: 860.5LOT 1PROPOSED BUILDINGGSF : 28,910FFE: 860.5LOT 4PROPOSED BUILDINGGSF : 37,204FFE: 860.5LOT 3PROPOSED BUILDING GSF : 49,102FFE: 860.5LARGE VEHICLETEMPORARY PARKING LARGE VEHICLE TEMPORARY PARKING FIRE ACCESS LANE (20'x150')FIR E A C C E S S R O A D T U R N A R O U N DFIRE ACCESS LANEFIRE ACCESS AREAXXXX►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►857IIIIIIIIIIIIIIIIIIIIIIIIIII8" GV8" PVC8" PVC8" PVCWET TAP AND CONNECT TOEXISTING WATERMAINPER CITY STANDARDSVERIFY INVERT, LOCATION,SIZE, AND MATERIALIN FIELDIIIIIIIIIIIIIIIIIIIIIIIIIIIIWET TAP AND CONNECT TOEXISTING WATERMAINPER CITY STANDARDSVERIFY INVERT, LOCATION,SIZE, AND MATERIALIN FIELD8" PVC6" PVC6" PVC6" HYDRANT6" GV8" GV8"X6" TEE8" PVC855860 865 865 853854856857858859861862863864855853854856857858852856857 855852 853854 855855 854 8 5 6 8 5 7 8588608 5 9 859859860 861 862 863 864861862863860856857858859861862863 864853854855853854856858858859860857858859858857860858859 8558548568568568 55854 856857860 858 859 858859855860858 861862863855854 860857857 8608 6 0859858856857858 56 LF OF 42" RCP @ 0.04%358 LF OF 42" RCP @ 0.04%85 LF OF 42" RCP @ 0.04%89 LF OF 42" RCP @ 0.04%36 LF OF 8" PVC @ 2.00%15 LF OF 8" PVC @ 2.00%45 LF OF 8" PVC @ 2.00%55 LF OF 8" PVC @ 2.00%17 LF OF 8" PVC @ 2.00%248 LF OF 8" PVC @ 2.00%43 LF OF 8" PVC @ 2.00%27 LF OF 8" PVC @ 2.00%49 LF OF 8" PVC @ 2.00%74 L F O F 8 " P V C @ 2 . 0 0 %5 LF OF 8" PVC @ 2.00%18 LF OF 8" PVC @ 2.00%SSMH 05RIM=861.67PR. 8" INV IN=846.00 (SW)EX. 33" INV IN=844.08 (NW)PR. 42" INV OUT=844.08 (E)SSMH 04RIM=861.2342" INV IN=844.06 (W)42" INV OUT=844.06 (E)SSMH 08RIM=860.168" INV IN=851.81 (W)8" INV IN=851.81 (S)8" INV IN=855.20 (N)8" INV OUT=851.71 (E)SSMH 03RIM=858.6542" INV IN=843.93 (W)42" INV OUT=843.83 (S)SSMH 01RIM=857.78EX. 33" INV OUT=843.70 (SE)42" INV IN=843.77 (N)8" INV IN=844.10 (SW)SSMH 02RIM=857.2242" INV IN=843.80 (N)8" INV IN=845.50 (W)42" INV OUT=843.80 (S)8" SANITARY SEWER SERVICEVERIFY LOCATION, INVERT, MATERIAL,AND SIZE WITH MEP PLANS8" INV OUT=856.10 (S)SAN CO 10RIM=863.318" INV IN=846.36 (S)8" INV OUT=846.36 (NE)SSMH 07RIM=860.328" INV IN=846.75 (S)8" INV IN=846.75 (W)8" INV OUT=846.65 (E)8" SANITARY SEWER SERVICEVERIFY LOCATION, INVERT, MATERIAL,AND SIZE WITH MEP PLANS8" INV OUT=846.46 (N)SSMH 09RIM=860.148" INV IN=855.20 (W)8" INV IN=855.20 (N)8" INV OUT=852.68 (E)8" SANITARY SEWER SERVICEVERIFY LOCATION, INVERT, MATERIAL,AND SIZE WITH MEP PLANS8" INV OUT=847.09 (N)8" SANITARY SEWER SERVICEVERIFY LOCATION, INVERT, MATERIAL,AND SIZE WITH MEP PLANS8" INV OUT=852.11 (N)8" SANITARY SEWER SERVICEVERIFY LOCATION, INVERT, MATERIAL,AND SIZE WITH MEP PLANS8" INV OUT=855.92 (E)8" SANITARY SEWER SERVICEVERIFY LOCATION, INVERT, MATERIAL,AND SIZE WITH MEP PLANS8" INV OUT=846.60 (E)SSMH 06RIM=856.498" INV IN=845.68 (W)8" INV OUT=845.58 (NE)8" SANITARY SEWER SERVICEVERIFY LOCATION, INVERT, MATERIAL,AND SIZE WITH MEP PLANSPROPOSED PUBLIC SANITARY EASEMENTPROPOSED PUBLIC SANITARY EASEMENT8" 45° BEND8" PVC8" PVC8" GV8" 45° BEND8" PVC21.7'20.6'30'►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►► ►INSTALL 8' WIDE, 4" THICK EXTRUDED POLYSTYRENEINSULATION CENTERED OVER SANITARY SERVICEINSTALL 8' WIDE, 4" THICKEXTRUDED POLYSTYRENEINSULATION CENTEREDOVER SANITARY SERVICEEXISTING FIRE HYDRANTEXISTING FIRE HYDRANTEXISTING FIRE HYDRANTFIRE DEPARTMENT CONNECTIONFIRE DEPARTMENT CONNECTIONFIRE DEPARTMENT CONNECTIONWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.DWN BY:ISSUE DATE:PROJECT NO.:U:\193806086\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-401 UTILITY PLAN 06086.dwg 4/25/2024 HIMMERICH, MICHAEL DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:4/25/2024 2:13:56 PM PROJECT TITLE:CHK'D BY: APP'D BY:CERTIFICATION:733 MARQUETTE AVESUITE 1000MINNEAPOLIS, MN 55402PHONE: 612-712-2000WWW.STANTEC.COMDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:ENCLAVE MIXED-USE DEVELOPMENT ON FRANCE 7235 FRANCE AVE S. EDINA, MINNESOTA 55435193806086MDH JRA JRA04/26/20241GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGDATE: DESCRIPTION:ISSUE NO.: 04/26/2024 CITY SUBMITTAL 1 NOT FOR CONSTRUCT ION 1. SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2. CONTRACTOR SHALL VERIFY LOCATION, SIZE, INVERT, ANDMATERIAL OF ALL UTILITY CONNECTIONS TO UTILITY MAIN,STUBS, AND BUILDING SYSTEMS PRIOR TO CONSTRUCTION.3. MAINTAIN 18" VERTICAL SEPARATION AT ALL UTILITYCROSSINGS.NOTESC-401UTILITY PLANLEGEND( IN FEET )GRAPHIC SCALE01 inch = 40 ft.408040EASEMENT LINESETBACK LINERIGHT OF WAY LINESECTION LINEQUARTER LINEPROPERTY BOUNDARYEXISTING MINOR CONTOUREXISTING MAJOR CONTOUREXISTING SANITARY MANHOLEEXISTING HYDRANTEXISTING WATER VALVEWVDYHEXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATERMAIN►►►►STORM SEWER►►SANITARY SEWERIIWATERMAINSTORM MANHOLESTORM CATCH BASINSANITARY MANHOLECLEANOUTHYDRANTGATE VALVEPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900CONSTRUCTION LIMITSSEE INSET A/C-402:FIRE DEPARTMENT CONNECTION - SEEPLUMBING PLANS FOR DESIGN AND EXACTLOCATIONSubmitted 4/26/2024 Planning Department May 16, 2024 Cary Teague, Community Development Director Nate Borwege, Chief Building Official & Dave Ehmiller, Fire Marshal Proposed Macy’s furniture site redevelopment Information / Background: 4 new buildings, SW to be 11 story mixed use high rise, NW 7 story mixed use, NE 7 story residential, SE 7 story residential. - Applicable codes include the 2020 Minnesota State Building Code & Fire Code and adopted appendices along with associated Edina City policies. - Provide a complete Building/ Fire Code analysis with plans when submitting for the building permit. - An NFPA 13 Fire Sprinkler System is required in all buildings. - Provide Ordinary Hazard Group 2 sprinkler coverage in all parking garages. - EV chargers shall be located on the exterior or nearest the exit if in the structure. - Fire department access roads are to be installed and maintained per 2020 MSFC and per AHJ approval. - Knox key access shall be provided at the main entrances, parking entrances and other points of entry aiding in emergency response. - Ensure adequate Emergency Responder Radio Coverage per policy number SP-022-F2. - See Fire Permits and Policies page on the city website for additional information. (https://www.edinamn.gov/717/Fire-Permits-Policies) - Verify there is adequate assessable parking. This has been an issue in some of the older buildings. - Verify noise ordinance will be complied with and that it’s understood. - Working Hours: Monday – Friday 7 A.M. to 7 P.M. Saturdays – 9A.M. to 5 P.M. Sundays and Holidays – No Work Allowed - Verify Address prior to submitting application for the building permit. - 30, 60, 90 percent meeting required with staff prior to submitting application for building permit. Architecture Field Office 2200 Zane Ave N | Minneapolis, MN 55422 www.archfieldoffice.com Cary: At your request, we reviewed the revised Sketch Plan submission for the proposed redevelopment of the Macy’s Furniture Store site based on our experience working with the Greater Southdale Work Group to craft a physical vision for how their guiding principles may translate to the built environment. The resulting vision for development in the 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, minimizing the 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. Upon our review of the initial sketch plan concept in March 2023, we were optimistic for the potential of the development and the spirit of its alignment with the community’s vision for the District— especially notable given the prominence of the site and its connectivity to important existing public realm assets. We felt the proposed four block concept was working in important ways to meet the Design Experience Guidelines, demonstrating positive attributes as it relates the creation of an active public realm, and general consideration for the neighborhood. However, we are less enthusiastic about the current iteration of the proposal. While we recognize that the primary ask from the development team is related to infrastructure improvements such as accommodations made to connect the development and Nine Mile Creek Regional Trail across France Avenue, we also note there have been significant changes made to the massing of proposed buildings that warrant consideration by the Planning Commission and City Council. The revised proposal is only presented in plan format with very limited detail—including no references to proposed building stepbacks at any location other than along France Avenue. The form of three of the four buildings has changed, in particular that of the southeast building and its relationship to the Promenade.The proposed mixed-use buildings on the east side of the site are far less integrated into the public realm asset that bisects the site from east to west, eliminating the interior public plaza in favor of a road realignment to accommodate a possible bridge across France. Locating the taller mixed-use building at the southwest corner will also cast a larger shadow over the northwest building. To City of Edina Cary Teague, Community Development Director 4801 W. 50th Street Edina, MN 55424 From Mic Johnson, FAIA Date January 19, 2024 Architecture Field Office Following is a graphic comparison between the first submittal of March 2023, illustrating characteristics as outlined in our comments from that project review memo, and the current plan of January 2024, showing the same four block, four building layout without the same detailed exploration of the qualities of the building shapes and stepped facades that was illustrated in the first submission. March 2023 January 2024 Note the shape of the residential buildings along the Promenade in the March 2023 proposal, where a rich variety of human-scaled spaces were folded into the landscape of the Promenade, creating an integrated building and landscape experience. The configuration of the southeast building from the March 2023 proposal can accommodate a park or a retail pad, or any number of things yet to be determined. It fits well in that it is on the Southeast corner of the site where it opens to great light, which is essential to providing a high-quality experience, particularly in a northern climate. There was porosity between the public realm and public spaces within the residential community, shaping a more integrated experience. There is no longer an accommodation in adjusting adjacent spatial relationships that can determine the characteristic qualities of varied facades, with low-scale building walls along pedestrian corridors that enhance human experience. It appears that the character and shape of each building has been reduced to the bare minimum. And lastly, the statement made by the development team that identifies specific infrastructure or public realm items for review at this stage in the process is somewhat disingenuous based on the current concept’s lack of detail on design attributes that would enhance the pedestrian experience. To Architecture Field Office suggest the community provide feedback on relatively inconsequential elements such as the location of a retail pad when the rest of the project needs further refinement seems premature. Based on the original scheme and further articulation of that scheme, we suggest the upcoming conversations should revolve more around how the buildings could receive amenities into them, such as a park or retail, rather than pick locations that could be anything at any time. The buildings’ massing, their relationship to one another, and material qualities that provide continuity while still providing individual expression are all important considerations in expressing the character of what these places might become. The issue of a bridge over France Avenue should not be a force that impacts these four buildings. It is infrastructure that should be addressed as a larger question affecting the whole city and the Nine Mile Creek Regional Trail corridor. A study is warranted that should look at the whole of France Avenue to determine whether a bridge is even necessary and if so, identify the right location along France. This is an important, large scale site—one of the most pivotal within the district in terms of its overall impact on shaping the characteristics of a future Greater Southdale District, the focus should be on articulation of a scheme that has strong characteristics that would accommodate all the things that have been mentioned by the developer to move the scheme forward (with the exception of a bridge) and bring it into alignment with the design goals of the Greater Southdale District. Thank you for the opportunity to review. Please let me know if you have any questions. Mic April 26, 2024 Cary Teague, Community Development Director Members of the Edina City Council & Planning Commission City of Edina 4801 W 50th Street Edina, MN 55424 RE: MACY’S FURNITURE STORE MIXED-USE REDEVELOPMENT - LAND USE APPLICATIONS Mr. Teague, Members of the Edina Planning Commission, and the Edina City Council: This correspondence is in relation to Enclave’s proposed mixed-use redevelopment project located at 7235 France Avenue South. The subject property is approximately 7.97-acres in gross size and is currently operating as a Macy’s Furniture Store. Enclave is pleased to submit the following three (3) land use applications: 1.Rezoning Application 2.Subdivision/ Plat Application 3.PUD/ Development Plan Application This redevelopment proposal will require the demolition/ clearing of all existing improvements, and relocation of the existing Macy’s Furniture store. Enclave is proposing to break the subject property into four (4) development projects/ blocks, as generally outlined below, and further described within the enclosed supplemental project narrative and project plans. •NE Block: Apartments, 7-story •SE Block: Apartments w/commercial pad on promenade, 7-story •NW Block: Mixed Use Building, 7-story •SW Block: Mixed Use Building, 11-story On behalf of our development team, Enclave is honored to submit this proposal. We are grateful for the opportunity to partner with the City of Edina on what we believe will be a transformational redevelopment project. Respectfully, Patrick E. Brama Developer Submitted 4/26/2024 Planning Department DEVELOP CONSTRUCT MANAGE 2 Supplemental Project Narrative following pages Introduction Page 3 Specifications & Description of Four Proposed Buildings Page 4 Schedule Page 5 Team Page 5 Public Engagement/ Public Process Log Page 5 Change Log Page 6 France Ave Pedestrian Connection Page 6 First Floor Commercial/ Restaurants Page 7 Parking Page 7 Parking Stall Conversion Strategy Page 8 Sustainability Page 9 Affordable Housing Page 10 Tax Increment Financing Page 10 Water, Sanitary Sewer, Storm Water Page 10 NW Building – Updated Proposed Use Strategy Page 11 Branding Page 12 Signage Page 12 Restaurant Odor and Smoke Management Page 12 Circulation Plan for Service Vehicles Page 13 Greater Southdale Design Experience Guidelines – Developer’s Interpretation & Strategy Page 14 Submitted 4/26/2024 Planning Department DEVELOP CONSTRUCT MANAGE 3 Introduction Enclave Companies is proposing a mixed-use, multi-building development on the current Macy’s Homestore site located at 7235 France Ave, at the corner of France Ave. and Gallagher Dr. in Edina Minnesota. The site is approximately 7.95 acres in gross size and is currently zoned PCD-3 Planned Commercial. The proposed program consists of 2 multi-family residential buildings on the East side of the site, with 2 mixed-use buildings on the west side of the site. This building composition would require a re-zoning to a PUD in order to accommodate the mixture of uses contemplated. The general layout of the 4 buildings proposed on the site is consistent with the Design Experience Guidelines direction for organization into a smaller block pattern, with a North-South internal private drive dividing the site East and West, while an East-West running pedestrian spine divides the site North and South. This project will also provide an extension to the Edina Promenade park system by allocating significant open space along the South and West sides of the property to accommodate additional bike and walking trails, as well as public infrastructure such as parks, seating, potential water features, or other public realm improvements. Also under consideration is a connection across France Ave. to the 7200/7250 site which would be anchored mid-block on the West side of the 7235 parcel. The proposed site plan provides space for further development of this considered infrastructure improvement in a way that will not impact the overall development timeline for the buildings and associated sitework. The 2 buildings located along the East side of the property will be developed as multi-family residential use, consisting of 7 total levels of above grade structure and 2 levels of below grade parking. Each building will contain between 175 and 225 dwelling units of various composition and size, organized around a central open space and amenity area. The first level of each building will be 15’ 4” to accommodate a potential retail user as well as providing heightened entry and amenity experience for users. Floor to floor above the first level will be typical at 10’-8”, with additional height considered for upper-level units. The majority of units will be provided an exterior balcony above the first level, while units at the grade level will be treated in a walk-up condition where a stoop, stairs, and entry elements will help provide pedestrian scale articulation at the base of the building. All parking elements above grade will be screened either by liner units, or in conditions where parking is located along a building edge, by architectural screening or enclosure. The materiality of these buildings will be consistent with the Design Experience Guidelines for lower levels, including ample glass and transparency. Upper levels will be articulated to complement the Edina Promenade system, with a material palette consisting of a mixture of punched windows, masonry style materials, metal panel, as well as composite materials. Along the West side of the site the 2 buildings will be developed as mixed-use projects and will include a variety of uses including ground level active uses, architecturally screened structured parking, office space, and residential units. The Northwest structure will be approximately 7 levels above grade, with 2 levels of below grade parking, while the Southwest structure will be approximately 11 levels above grade, also with 2 levels of below grade parking. The first level of each of these buildings will be at least 15’ 4” to accommodate active uses and enhanced lobby and amenity spaces. Submitted 4/26/2024 Planning Department DEVELOP CONSTRUCT MANAGE 4 1. Specs & Description of Four (4) Proposed Projects/ Bocks SW Parcel – Mixed Use NW Parcel – Mixed Use NE Parcel – Apartments SE Parcel – Apartments w/commercial Pad Lifestyle Communities + Partner Enclave + Partner Enclave + Partner Enclave + Partner approximately 97,000 sf gross parcel size approximately 78,000 sf gross parcel size approximately 86,000 sf gross parcel size approximately 92,500 sf gross parcel size approximately 36,000 sf bldg footprint (FF) /buildable area after public ROW/ setbacks/ public realm approximately 28,900 sf bldg footprint (FF) /buildable area after public ROW/ setbacks/ public realm approximately 53,000 sf bldg footprint (FF) /buildable area after public ROW/ setbacks/ public realm approximately 55,000 sf bldg footprint (FF) /buildable area after public ROW/ setbacks/ public realm 11 Floors Above Gound B2 – garage parking (74 stalls) B1 – garage parking (63 stalls) L1 – garage parking (45 stalls), 9,549 sf commercial/ restaurant, small lobby L2 – garage parking (48 stalls), 8427 sf office L3 – garage parking (50 stalls), 10,040 sf office L4 – 28,769 sf office L5 – Condo amenities and units L6 – Condo units L7 – Condo units L8 to L11 -- Condo units 7 Floors Above Gound B2 – garage parking (143 stalls) B1 – garage parking (140 stalls) L1 – garage parking (25 stalls), approx. 7,683 commercial, lobby, co-work/ conference, surface parking (10 stalls) L2 –15,891 sf office and apartment units L3 – apartments and office amenity L4 – apartments and amenity L5 – apartments L6 – apartments L7 – apartments and sky lounge 7 Floors Above Gound B2 – garage parking (144 stalls) B1 – garage parking (142 stalls) L1 – garage parking (60 stalls), lobby, amenities, apt Units L2 – apartments and amenity L3 – apartments L4 – apartments L5 – apartments L6 – apartments L7 – apartments and sky lounge 7 Floors Above Gound B2 – garage parking (122 stalls) B1 – garage parking (120 stalls) L1 – garage parking (62 stalls), lobby, approx. 4,141 +/- sf restaurant, apt units L2 – garage parking (76 stalls) L3 – apartments and amenity L4 – apartments L5 – apartments L6 – apartments L7 – apartments and sky lounge Totals*** 49 senior condo units 47,236 sf office 9,549 sf commercial/ restaurants Totals*** 124 apartment units 7,594 sf commercial 15,025 office 5,800 sf lobby/ co-work office and conference Totals*** 223 apartment units Totals*** 176 apartment units approx. 4,141 +/- sf commercial/ restaurant ***Minor changes will occur from the above specifications to final specifications. For example, unit counts could go up/ down 0-10 units per building; parking stall counts could go up or down 0-15 units per building; and commercial square footage could go up/ down 10%. Factors include: feedback from this public process, finalized market analysis/ market strategy/ market demand, and refined design. The developer expects to provide finalized specifications within the next formal submittal package (Summer 2024). Submitted 4/26/2024 Planning Department DEVELOP CONSTRUCT MANAGE 5 2. Schedule Enclave assumes the following major project timing milestones: • Final Approval of Land Use/ TIF Applications – Late Summer 2024 • Record Plat & Land Purchase Closing – December 2024 • Certify TIF District – June 1, 2025 • Commence Demolition & Construction – September 1, 2025 • Complete Construction – 2028 3. Team • Architectural – ESG Architecture & Design for NW, NE and SE blocks. Pope Design Group for SW block. • Landscaping/ Public Realm – Confluence for all four blocks. • Civil Engineering, Plat, Survey – Stantec for all four blocks. • Environmental, Geotechnical, Bldg. Inspection – Braun Intertec for all four blocks. 4. Public Engagement/ Public Process Log Fall 2022 Enclave developed initial project proposal based review of Southdale District Guidelines. Enclave meets with City staff to obtain feedback prior to finalizing initial concept plan proposal. February 2023 Neighborhood Meeting #1 -- Concept Plan March 2023 Neighborhood Meeting #2 -- Concept Plan April 2023 Planning Commission -- Concept Plan April 2023 City Council -- Concept Plan April 2023 France Avenue Pedestrian Connection Discussion – Begin August 2023 Environmental Assessment Worksheet and Traffic Study, approved by City Council October 2023 France Avenue Pedestrian Connection Discussion – Better Together public engagement January 2024 France Avenue Pedestrian Connection Discussion – direction provided by Planning Commission February 2024 France Avenue Pedestrian Connection Discussion – direction provided by City Council June 2024 Land Use Applications – Round #1 June 2024 TIF Application – Round #1 Aug 2024 Land Use Applications – Round #2 Aug 2024 TIF Application – Round #2 Submitted 4/26/2024 Planning Department DEVELOP CONSTRUCT MANAGE 6 5. Change Log Changes to proposed project based on feedback from public and City of Edina to-date Original Concept Plan Current Plan 1) East side of site, buildings setback 15’ 35’ 2) South side of site, buildings setback 15’ - 35’ 50’ - 65’ 3) West side of site, along France 50’ to property line 50 - 65’ to property line 4) NE side of site, greenspace appeared private/ exclusive public/ Cent. Promenade amenity 5) Restaurant adjacent to promenade non-included included 6) 9-Mile Creek Trail, along S side leave as-is (10’w) upgrade per city (approx. 15’w) 7) NW building, height/ use 10-11 stories/ 100% office only 7-stories/ mixed use 8) NW building, above ground garage 4-5 stories 1-floor, partial garage 9) General Public Parking not included (was user specific) Included: 1st floor of all four bldgs 10) Convertible parking not included included 11) Green coverage on building walls not included included 12) Public art not included included 13) Promenade Placemaking Signage not included included 14) E-W center ped plaza, alignment straight line realigned, per next section #6 15) E-W center plaza, design hard surface/ linear/ formal/ private feeling Centennial Promenade inspired (smaller limited green areas) (curves, larger green areas, public feeling, larger trees) 6. France Avenue Pedestrian Connection From spring 2023 to February 2024 Enclave worked with the City of Edina to explore strategies for a potential pedestrian connection across France Avenue. As a result of said process, Enclave updated its site plan/ proposed project scheme to provide flexibility for the City of Edina to deploy multiple different pedestrian connection strategies across France Avenue, in the future—example changes to project below. A. Realignment of east-to-west center plaza corridor of this proposed development (7235 France) with the east-to- west center plaza corridor of the proposed redevelopment projects located directly across France Avenue (7200 / 7250 France). • This will allow for a straight/ linear east-to-west center plaza corridor between the two proposed developments, for pedestrians, should a connection across France be made in the future. • This also creates a greater distance between Gallegher Drive and the potential pedestrian connection point. A greater distance allows for more room to gradually change grades, if the City decided to pursue a pedestrian underpass across France. • This was accomplished by shifting/ shrinking the west two building pads of this proposed development (7235 France). B. Expansion of east-to-west 9-mile Creek Trail Corridor, on south side of site • Spanning from east-to-west, a 50’- 90’ setback corridor will be memorialized/ created. • Primary purpose of this corridor is to move pedestrians along the existing/ already established 9-mile creek trail system path, located on the south side of this site (parallel with Gallagher). • This also creates flexibility for the City, to use this corridor for an “ADA accessible” route, to the future potential France Avenue pedestrian crossing mentioned in 6(A) above. • This was accomplished by shifting/ shrinking building pads of this proposed development (7235 France). C. Adjustment to design/ programming of two western buildings of this proposed development • Re-design of underground parking structures to allow for potential excavation/ change of grading in the future, along France Avenue. • Re-design/ adjust programming of first floor commercial pads flanking France Avenue to accommodate a potential grade change in the future. NOTE: the developer understands the City may, or may not, make a France Avenue pedestrian connection, at this site, in the future. Further, the developer understands the City’s preferred method (example methods: underpass, bridge, bigger- picture France Avenue redesign, etc.), City’s timing of implementation, and City’s funding source for said potential pedestrian connection is still being investigated by the City; and has yet to be determined by the City. Submitted 4/26/2024 Planning Department DEVELOP CONSTRUCT MANAGE 7 7. First-Floor Commercial/ Restaurants Through the public process outlined in Section 4 of this document, the developer was requested to update their design/ project strategy to incorporate as much commercial/ retail space on the first floor as possible. Example specific requests included: A. Add a restaurant pad against the promenade. B. Add as much first-floor activity to the east-to-west center pedestrian plaza as possible. Enclave has discussed this project with various brokers and prospective tenants. Consistent feedback provided to Enclave included: • Because of the required blocking (splitting site into four urban blocks) and the density/ complexity of the development plan—this site will have limited ability to successfully attract first floor commercial/ restaurants. Success will likely be limited to prime locations/ corners. This isn’t necessarily a negative—this site is special. However, interest will be specialized and limited. • Visibility from France Avenue is critical. Ideally, users would front France. If they don’t, a false façade facing France would be important. • Signage on France Avenue is critical. This development must have major/ prominent signage opportunities on both the SW side of the side and the NW side of the site. • Public parking, located on the first floor, that is visible, is critical. • All/ vast majority of parking needed by each first floor commercial/ restaurant user needs to also be located on the first floor. As a result, there is a mathematical limitation on how much square feet of commercial/ restaurant space that can be expected to be successful on this project. The proposed development plans submitted by the developer directly reflects the above-mentioned feedback from both the public and the market. 8. Parking Section #1 outlines specific parking counts per block/ building. Below outlines the demand/ rationalization for parking, based on uses. First Floor Commercial/ Restaurants Per Section 7, any building that includes a first floor commercial/ retail component needs to also include first floor public parking with some component of visibility. First floor commercial/ retail parking will also double as general public parking. End user tenants will establish the demand/ requirement for parking. If restaurant/ food users are secured, approximately 9-10 stalls per 1,000 square feet is required. Non restaurant/ food users typically need 4-5 stalls per 1,000 square feet is required. Apartments 1.65 to 1.75 stalls per residential unit (blended), for apartment resident parking. 0.07 to 0.10 stalls per residential unit, for staff/ visitor parking (35-45 stalls) Office 3 to 5 stalls per 1,000 square feet Condominium 1.45 to 1.60 stalls per residential unit, for condo owner parking. 0.25 to 0.35 per residential unit, for staff/ visitor parking (13-18 stalls) Submitted 4/26/2024 Planning Department DEVELOP CONSTRUCT MANAGE 8 9. Parking Stall Conversion Strategy Through the public process outlined in Section 4 of this document, the developer was requested to update their design/ project strategy to allow for the conversion of structured parking stalls to usable space in the future. In order to accommodate this strategy, the developer pursued the following two strategies (A and B): A. Generally the design team deployed flat levels of internal parking structure w/ speed ramps. If the design team didn’t utilize said “flat-level” method, and rather utilized traditional mass ramped parking levels, it would be very difficult to convert structured parking spaces in the future—as each floor would be at an incline (vs flat). B. Generally, the developer pulled as much buried parking out of the east-to-west center pedestrian plaza as possible. • Note: developer previously utilized entire east-to-west center pedestrian plaza area for two floors of below ground parking. • Buried parking is very difficult to convert to market-relevant reuses—especially when located under a public plaza. • This strategy required more above-ground parking to meet current market parking demand/ requirements (essentially shifting stalls from below ground to above ground). • Above-ground parking provides the most market-realistic ability to convert parking stalls in the future (example, walk-out residential units, walk-out live work units, or small office spaces). The developer estimates the following future parking conversions are possible: Reduction of Stalls Creation of Small Offices and/or Residential Units NW Building -20 +5 NE Building -29 +9 SE Building -31 +11 SW Building -20 +5 -100 +30 Submitted 4/26/2024 Planning Department DEVELOP CONSTRUCT MANAGE 9 10. Sustainability: Building Certification, GHG Modeling, SB20230 Modeling, Bird Safe Worksheet, Solar, EV Charging, EDA, Green Walls Building Certification The developer intents to obtain the below sustainability building certifications. NOTE: the certification scope for apartments will include the entire building and the full interior buildout of individual apartments. The certification scope for office/ first floor commercial, and condos will be specific to core/ shell (including garages); and will not include full interior buildout. NW Building NGBS Silver or approved Edina Sustainable Building Rating System NE Building NGBS Silver or approved Edina Sustainable Building Rating System SE Building NGBS Silver or approved Edina Sustainable Building Rating System SW Building LEED Silver or approved Edina Sustainable Building Rating System GHG Modeling, SB2030 Modeling, and Bird Safe Worksheet The developer acknowledges these three modeling exercises are required by the City of Edina. The developer intends to incorporate said modeling efforts within the project scope/ budget. The developer understands said three modeling exercises do not trigger construction/ project scope requirements from the City—but, will result in the following benefits: (1) inform developer of options/ encourage the developer to pursue sustainable alternatives; and (2) allow the City to establish better real-world data to inform future sustainability policy discussions. EV Charging The developer acknowledges the city’s policy for EV charging. • The developer will install electric vehicle charging stations for 5% of the parking stalls per building. • The developer intends to run electrical conduit to parking stalls, totaling an additional 10% of the parking stalls. Power supply to the building will be sized appropriately to allow for upgrading said additional 10% of stalls with EV charging stations in the future. Solar The developer intends to include a rooftop solar panel system on each of the two east buildings. Each system (two total) will be approximately 120kW AC, per system. Green Walls Through the public process outlined in Section 4 of this document, the developer was requested to update their design/ project strategy to incorporate “green walls” / vines where reasonably possible. As a result, the design team has incorporated space that would be ideal for green walls located on the southeast building (due to sunlight). Specifically, the southeast corner, south side, and southwest corner--of the southeast building. This green wall strategy couples well with the parking stall conversion strategy outlined in Section 9 of this document. Similarly, portions of the southeast corner of the southwest building also incorporate the green wall strategy. Energy Design Assistance (EDA) The developer intends to utilize Willdan professional services, in partnership with Xcel Energy, to explore and quantify alternative materials and HVAC/ electrical/ plumbing systems for this project, from the perspective of being both sustainable and cost effective. This process is known by Willdan, and Xcel, as the Energy Design Assistance (EDA) program. Submitted 4/26/2024 Planning Department DEVELOP CONSTRUCT MANAGE 10 11. Affordable Housing This project will generally comply with the City of Edina’s New Multi-Family Affordable Housing Policy. Specific examples: • This project will include approximately 523+/- new market rental apartment units. 10% of rental units will be priced at 50% affordable rental rates. • This project will include approximately 49 for-sale senior condos/condominiums. 10% of for-sale condos will be sold to persons whose income is at or below 80% of Area median Income. 12. Tax Increment Financing But for the use of Tax Increment Financing (TIF), the developer anticipates a financial gap will exist on this project. The developer anticipates submitting a separate formal TIF application to the Edina Housing and Redevelopment Authority (HRA) for this project. 13. Sanitary Sewer, Water, Storm Water Sanitary Sewer A regional 33” sanitary sewer line runs across the northeast side of the site. Said line currently serves this site today— and is proposed to service this site moving forward. It should be noted, the developer has submitted a separate memo/ request letter to the City regarding said existing 33” sanitary sewer line, dated April 8, 2024, made to Ross Bintner. The existing line is undersized, overcapacity, and was constructed between 1953-1972. The developer is proposing to collaborate with the City to upgrade and relocate this sanitary sewer line. Storm Water No stormwater treatment occurring on subject property today. This proposed redevelopment will comply with City and Watershed standards, resulting in a material net improvement to stormwater treatment. Stormwater will generally flow to southern portion of the site, where it will be treated, stored, and infiltrated within an underground chamber system. Any excess stormwater would flow to an existing 30” RCP located on the southeast side of the site. Stormwater design on this site requires the use of a storm water lift station. Water This project is proposing to pull water service from an existing 12” CIP line located within France Avenue. The civil team has incorporated a duel fed water service design, providing water supply redundancy onsite. Sidenote: the developer understands the City may have a desire to run a City water line (for park use) along the east side of the subject property; and may need an easement within the private Subject Property accordingly. The developer acknowledges this potential need and is willing to reasonably work with the city to provide said easement. Submitted 4/26/2024 Planning Department DEVELOP CONSTRUCT MANAGE 11 14. NW Building – Updated Proposed Use Strategy When this project was originally presented to the City in early 2023, the proposed use for the NW building was purely office. Said NW building was originally proposed to be 10-11 stories and total approximately 125,000-150,000 square feet of pure office space. For the following reasons, the strategy for the northwest building has been updated. • Desire conveyed through public process for first floor retail • Desire conveyed through public process for some sort of co-working/ rentable conference space on first floor • Concern about compliance of a 10-11 story building with City height setback requirements; from single family neighborhood located NW of the NW building (across France). • Desire conveyed through public process for increased public realm/ greenway corridor along the south side of the Subject Property. Resulted in a material compression/ reduction of buildable area, for the NW parcel. Said reduced buildable area resulted in reduced ability to park a large office building on the NW parcel. • Concern raised through public process about risk related to office space—and a desire for as much certainty of deal execution from developer as reasonably practical. As a result of the above feedback, the developer is now proposing the NW building be mixed-use. The composition of the NW building is detailed within Section 1 of this document. Generally, the building includes: • below ground parking • mix of retail, parking, and amenities on the first floor • second floor office • apartments above The building height is now 7-stories. Amenities on the first floor will include a publicly rentable conference room. An important component of the developer’s updated strategy for the NW building is flexibility—specifically regarding the proposed amount of office space. The developer is proposing a building mix now (this submittal/ this application) that will materially increase the certainty of execution on this proposed project and avoid putting too much weight upfront into speculative leases/ uses. With that being said, in the event pre-leasing for office space goes well, the developer would anticipate swapping out a floor(s) of apartments for office—which would require the developer to come back to the City for a PUD amendment later. The developer does think there is an opportunity on this site to potentially have success with more office and/or unique users (for example: during public process it was requested the developer consider unique users such as a comedy club or specialty entertainment venues). 15. Branding Branding of the overall development, and the four individual blocks/ buildings, has not been completed. The developer anticipates sharing the proposed branding of the overall project during the Site Plan Review process. Submitted 4/26/2024 Planning Department DEVELOP CONSTRUCT MANAGE 12 16. Signage The current submittal package does not include a resolved or finalized signage plan. The current submittal package includes preliminary placeholders. The developer anticipates including a resolved and detailed sign plan during the Site Plan Review process. That said, the developer would like to make the following notes: A. General Signage Although not included in this application, signs for this development are intended to meet the requirements of the existing PCD-3 district. B. Promenade Wayfinding Included in submitted plans is a large vertical wall sign that says “Public Park Sign” located at the terminus of Gallegher. The intent of that sign is to be utilized as a public/ landmark wayfinding. The intent of that sign is not to be the name of our overall private project, our private buildings, or for any other private use. The reason the developer included this public/ landmark wayfinding was in response to feedback received through public processes to-date (Section #4 of this document). The developer understood a desire exists to make identification of the promenade obvious to the public; and help pull the Promenade to France Ave; and pull/ welcome the public from France into the Promenade. The developer is comfortable with removing this sign if desired by the City. If the City does desire to keep the sign, the developer would be open to feedback/ enhancements. C. Restaurant Pad, located on Promenade The developer added a restaurant pad against the promenade due to that use and location requested/ encouraged by the City. In doing so, the developer met with prospect users and restaurant brokers to understand what it will take successfully attract a good tenant to invest in said pad. Based on feedback received, the developer understands its essential to the success of this restaurant pad that signage can occur along the promenade. D. Monument Signs not shown on current plans, but will be needed The developer anticipates the need for multi-tenant, ground-level, monument signs located on the NW and SW side of this project—against France. The developer anticipates including a resolved and detailed sign plan during the Site Plan Review process. 17. Restaurant Odor and Smoke Management The developer was asked to identify how odors/smoke from restaurant users will be mitigated. Generally speaking, first floor restaurant pads will be designed to provide access shafts; allowing for mechanical, electrical, and venting systems to run to the uppermost rooftop of each building. 18. Circulation Plan for Service Vehicles A. Fire Apparatus Please reference civil plan sheet C-EX-1. B. Trash Haulers Please reference architectural plan sheet A002. C. Moving and Delivery Trucks Please reference civil plan sheet A002. Submitted 4/26/2024 Planning Department DEVELOP CONSTRUCT MANAGE 13 19. Greater Southdale District Design Experience Guidelines – Developers Interpretation and Strategy Of foremost importance, this development seeks to conform with the building block framework of the Greater Southdale District Design Experience Guidelines by breaking up an existing eight acre “super block” into a mixed-use development of gridded “street rooms”. Although much of the development is on privately held land, effort has been taken to integrate connectivity to the public Nine-Mile Creek Regional Trail and Promenade, reinforcing the Guideline goal of Supporting the Public Realm. The Developer’s intent is to follow the Guidelines’ recommendations as closely as possible, while prioritizing the most public-facing conditions around the site. Because the Guidelines focus on an entire district and were not authored specifically for this site, the following highlighted methodologies and interpretations are noted: Primary New Local “Street” – East-West Pedestrian-Focused Streetscape in the Center of the Development o Multi-story units line this street room in an engaging fashion, with direct access to the public way. Slightly elevated patios add contextual interest and create a transition between public and private areas. o The buildings flanking this street room step away significantly from the street room for the majority of the facades, in excess of the Guidelines. o Conforming with transparency goals are focused at building entrances, indoor amenities and retail areas. Where apartments line the street room, large amounts of transparency, but appropriate to that occupancy, are utilized. o Resilient, stone-like materials are utilized at the ground level. At the NE and SE buildings, this material is extended to the roof of the multi-story units. At the NW building, the material similarly extends up to the Level 3 floor line, which is the top of the podium of the building. o Building articulation is utilized to avoid unbroken facades of 200’. Secondary New Local Street – North-South Vehicular Traffic Route in the Center of the Development o This is the service corridor for the project, where deliveries, access to residential move-ins, and garbage collection occur. o Approximately 60’ building separation between buildings. o Through the use of material continuity over two-stories, the ground floor-to-floor height is amplified. o Conformance with transparency goals is focused on building pedestrian and vehicular entrances. Cornelia Overlay - France Ave o Buildings are held back from France Ave creating a coordinated easement with the City to allow the flexibility for a future pedestrian connection across France Ave. o Heavily transparent facades are utilized, with glazing areas in excess of the Guidelines. o Use of resilient masonry and stone-like materials on the most forward reaching building faces. o Setbacks that are in line with the intent of the Guidelines. o Gound floor retail/restaurant uses have been arranged to face France Ave. o Building articulation is utilized to avoid unbroken facades of 200’. Central Promenade Spine – East Side of Site o Activation of this street room is achieved through residential walk-up units that engage the Promenade and location of retail/restaurant feature, including outdoor patio space. o Additional enhancement of the Promenade is created by allowing public access to a privately managed pet park. o Building setback extended to 35’ from the property line. o Setbacks at Level 7 of the buildings is similar to the goals of the Guidelines. o Building articulation is utilized to avoid unbroken facades of 200’. Primary East-West Streets – Gallagher and W 72nd Street o These streets extend for half of the site in the East-West direction and support vehicular and pedestrian traffic. o The south street (Gallagher) connects to France at an intersection with stoplights and is envisioned as the primary public access to the site. Along this street, the setback is increased between 50’ and 65’ from Gallagher to building faces. o Consistency with the Guidelines is particularly focused on the Western ends of these buildings, as these areas are most visible from France Ave. (continued on next page) Submitted 4/26/2024 Planning Department DEVELOP CONSTRUCT MANAGE 14 General Comments o Various facades of buildings within this project exceed Southdale Design Guidelines. o The first two floors of all four buildings, on all four sides, have been enhanced to add as much transparency, high- quality materials, and pedestrian level interest as reasonably possible, based on the use/occupancy of the spaces behind the facade . Developer is open to suggestions for further enhancement. o As outlined in Section #4 and #5 of this document, the developer has worked diligently with the community to adjust this proposed project based on unique, site-specific, vision/ guidance not written within the Southdale Design Guidelines. The developer is attempting to balance vision/ guidance received from both arenas. o The City has expressed general concern/ desire to verify this project will actually proceed forward, through a closing, and be constructed. The developer understands the City wants to avoid this project being approved and then sit idle. The developer shares the same concern as the City. The developer believes this concern is directly tied to real estate market conditions and capital market limitations on project costs. The City will be able to verify the feasibility of this project via the developer’s forthcoming TIF application. With that being said, the developer is attempting to balance the highest quality project possible, and accepting the majority of requests made by the community to-date (Section #5), while also making sure the project will be feasible. Strict black/ white application of every Greater Southdale District Guideline, on all four facades of all four buildings, will result in a project that will become infeasible. Submitted 4/26/2024 Planning Department April 8, 2024 Cary Teague Community Development Director Chad Millner Director of Engineering City of Edina 4801 W 50th Street Edina, MN 55424 RE: MACY’S FURNITURE STORE MIXED-USE REDEVELOPMENT PROPERTY TITLE CLEAN UP REQUESTS Mr. Teague & Mr. Millner: This correspondence is in relation to Enclave’s proposed mixed-use redevelopment project located at 7235 France Avenue South. The subject property is approximately 7.97-acres in gross size and is currently operating as a Macy’s Furniture Store. This redevelopment proposal will require the demolition/clearing of all improvements on the existing site. In order for this proposed redevelopment to successfully close, various title cleanup items will be required by various parties. Listed on the next page are tittle items cleanup items that require assistance from the City of Edina. Attached to this correspondence is the most recent title commitment and corresponding ALTA survey. If possible, we would like to request a meeting with the appropriate City of Edina staff team to walk through these title items in detail; and identify the City’s position/ preferred strategy for addressing. Your feedback and consideration are appreciated. Respectfully, Patrick E. Brama Developer Submitted 4/26/2024 Planning Department DEVELOP CONSTRUCT MANAGE 2 EXHIBIT A Title items cleanup items that require assistance from the City of Edina Generally speaking, Enclave believes this proposed project, and the corresponding new plat/ PUD agreement/ easements, should replace the below list of City related encumbrances. • Exception #9. Utility easements and sanitary sewer and storm sewer easements as shown on the recorded plat of Yorktown. • Exception #10. Subject to the sanitary trunk sewer easement in favor of the Village of Edina as contained in Easement for Utilities dated November 24, 1953, filed December 4, 1953, in Book 1983 of Deeds, Page 8, over that part of the above described premises lying within a 20 foot easement. (now as to part of above land). (Shown by recital on the Certificate of Title.) • Exception #13. Easement for scenic and open space purposes, in favor of the Village of Edina, contained and described in Grant of Easement dated May 3, 1972, filed June 8, 1972, as Document No. 1033728. • Exception #14. Terms and conditions of and easements contained in Easement for Public Road Purposes, in favor of the Village of Edina, dated July 5, 1972, filed July 6, 1972, as Document No. 1036934. • Exception #18. Terms and conditions of and easements contained in Transit System Easement Agreement, in favor of the City of Edina, dated September 16, 1999, filed September 27, 1999, as Document No. 3208196. • Exception #20. Permanent easement for public sidewalk, retaining wall, and drainage and utility purposes, in favor of the City of Edina, contained and described within Grant of Permanent and Temporary Easements dated July 8, 2013, filed July 23, 2013, as Document No. T05099766. Temporary easements contained in this document have expired. • Exception #22. Resolution No. 2013-45 adopted June 4, 2013, filed October 14, 2013, as Document No. T05125981. • Exception #23. Easement for public walkway purposes, in favor of the City of Edina, contained and described in Grant of Permanent Easement dated October 17, 2014, filed November 14, 2014, as Document No. T05215595. NOTE: the developer is reaching out to Hennepin County regarding Exceptions #15 and #17. Submitted 4/26/2024 Planning Department April 8, 2024 Ross Bintner, PE Engineering Services Manager City of Edina 4801 W 50th Street Edina, MN 55424 RE: MACY’S FURNITURE STORE MIXED-USE REDEVELOPMENT PROPOSAL FOR UPSIZE AND RELOCATION OF SANITARY SEWER LINE Mr. Bintner: This correspondence is in relation to Enclave’s proposed mixed-use redevelopment project located at 7235 France Avenue South. The subject property is approximately 7.97-acres in gross size and is currently operating as a Macy’s Furniture Store. This redevelopment proposal will require the demolition/clearing of all improvements on the existing site. More specifically, Enclave’s proposed redevelopment project requires realignment of an existing regional sanitary sewer line; which, currently runs diagonally across the northeast portion of the subject property. Said sanitary sewer relocation is required by Enclave as the existing sanitary sewer location conflicts the location of a proposed new building footprint. In addition to Enclave’s above-mentioned need to relocate said sanitary sewer line, Enclave understands the City desires to upgrade said existing sanitary sewer line. Based on conversations with the City’s civil consultant, BARR engineering, and informal discussions with City staff, Enclave has learned: •This pipe is a regional line, which benefits a larger geographic area. •The existing pipe was constructed between 1953 and 1972 (will be 57 – 76 years old when our project is completed). •Today, the pipe diameter is 33”, and is currently at 167% capacity. •Based on the 2040 Comprehensive plan, and our proposed project, demand on this pipe will significantly increase. •To meet both current and future demand, the pipe diameter will need to increase to either 42” or 48”. Included within this correspondence are preliminary plans from our civil engineer, Stantec. Listed below are initial responses to preliminary comments provided by City staff. Resident access, building foundation design •No residential units will be located on the first floor of the building along the majority of this corridor (northeast building, north side). •Building foundation will run two stories below ground; which, will act as permanent shoring along the south side of the relocated and upsized sanitary sewer line. Building foundation along this area will be designed to allow for exposure in the future for repairs and maintenance by the City. Submitted 4/26/2024 Planning Department DEVELOP CONSTRUCT MANAGE 2 Emergency access during construction • Construction of the proposed relocated sanitary sewer line will occur before our proposed vertical improvements. • Our proposed sanitary sewer improvement area and our proposed emergency fire access area generally in the same location. Constructability • We have reviewed the proposed relocated and upsized sanitary sewer line with our structural engineer, civil engineer, and architect. All are comfortable designing accordingly. • The alignment of the proposed sewer relocation has been designed so that the installation does not impact the adjacent neighboring property to the north. The requested adjacency to the proposed buildings allows 11’ of separation from outer edge of the proposed sewer to the property line. Shoring will be required on the north side of the project for the installation. Operability and emergency access for repair • Enclave assumes the City will receive a 20’ DU easement on our property (north side of northeast building). • We understand the adjacent property immediately north of said improvement has an 11’ DU easement in place today. • Our foundation will be designed to act as permanent shoring, and will be able to be exposed, during any future maintenance/ repairs by City. • Our proposed sanitary sewer improvement area and our proposed emergency fire access are generally in the same location. o Should fire access to the north side of the building be needed during repair of said sewer line in the future, the property to the north could be used by the fire department temporarily (they have a similar dive lane/ length that runs parallel to our property). Rights, risks and responsibilities, who pays • RE relocation/ new construction costs. Enclave assumes responsibility for all costs: except: o Upsizing required for offsite/ regional capacity. Enclave assumes said cost would be the responsibility of the City. • RE future repairs and maintenance costs. Enclave assumes the city would be responsible. • Enclave assumes it would provide the City rights/ access via an easement via the forthcoming plat. If a different instrument is requested/ required by the City, Enclave is available to work with City Staff and the City Attorney to draft. • NOTE: all construction costs, and repair/ maintenance, for private sewer lines internal to this project (i.e. connecting to the regional line discussed within this document) are the responsibility of Enclave. Your feedback and consideration are appreciated. Respectfully, Patrick E. Brama Developer Submitted 4/26/2024 Planning Department PROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLAN4/25/2024 8:00:31 PMT100 OVERALL TITLE SHEET223701.00ESG ESG ENCLAVE MIXED-USE DEVELOPMENT ON FRANCE ENCLAVE MIXED-USEDEVELOPMENT ON FRANCE EDINA, MNPUD SUBMISSION4/26/2024PROJECT TEAMPROJECT LOCATIONDRAWING INDEX Enclave Mixed-Use Development on France P.U.D.Edina, MN 55435VicinitySite LocationPUD DRAWING INDEX DRAWINGNUMBER DRAWING NAMEPUD (4/26/24)1 - GENERAL INFORMATIONT100 OVERALL TITLE SHEET●2 - SURVEYV000 SURVEY●3 - CIVILC-001COVER SHEET●C-002GENERAL NOTES●C-003GENERAL NOTES●C-004EXISTING CONDITIONS●C-005TREE SURVEY●C-006REMOVALS AND PRECONSTRUCTION EROSION CONTROL PLAN ●C-101SITE PLAN●C-201POST CONSTRUCTION STABILIZATION PLAN●C-202SWPPP●C-301GRADING PLAN●C-401UTILITY PLAN●C-402WATERMAIN INSERT●C-501STORM SEWER PLAN●C-801DETAILS●C-802DETAILS●C-803DETAILS●C-804DETAILS●C-805DETAILS●C-806DETAILS●C-807DETAILS●C-808DETAILS●C-809DETAILS●C-810DETAILS●EX-1FIRE TURNING MOVEMENTS●EX-2TRUCK TURNING MOVEMENTS●4 - LANDSCAPEL110DEMO PLAN●LS200OVERALL PLAN INTENT RENDERING●LS210 SITE LAYOUT PLAN●LS211LAYOUT ENLARGEMENT PLAN●LS212LAYOUT ENLARGEMENT PLAN●LS213LAYOUT ENLARGEMENT PLAN●LS214LAYOUT ENLARGEMENT PLAN●LP410PLANTING PLAN●LP411PLANTING SCHEDULE●L511DESIGN INTENT●L512SITE DETAILS●L513SITE DETAILS●OWNER/DEVELOPER:Enclave Companies Lifestyle Communities1660 S Hwy 100, Suite 5304938 Lincoln DriveSt. Louis Park, MN 55416 Edina, MN 55416ARCHITECT:ESG Architecture & Design Pope Design Group 500 Washington Ave. South, Suite 1080 767 N. Eustis Street, Suite 190 Minneapolis, MN 55415 St. Paul, MN 55114CIVIL ENGINEER:Stantec 733 Marquette Ave Suite 1000 Minneapolis, MN 55402LANDSCAPE ARCHITECT:Confluence 901 N 3rd Street #225 Minneapolis, MN 55401PROJECT OVERVIEWSITE LOCATIONFRANCE AVETHE PROMENADESITE LOCATION HWY 62FRANCE AVEI-494HWY 100SOUTHDALE CENTERPUD DRAWING INDEX DRAWINGNUMBER DRAWING NAMEPUD (4/26/24)7 - ARCHITECTURALA001 EXISTING SITE PHOTOS●A002ARCHITECTURAL SITE PLAN●A003SITE SECTIONS●A004SITE SECTIONS●A100-SE LEVEL P2 FLOOR PLAN - SOUTHEAST BUILDING●A101-SE LEVEL P1 FLOOR PLAN - SOUTHEAST BUILDING●A102-SE LEVEL 1 FLOOR PLAN - SOUTHEAST BUILDING●A103-SE LEVEL 2 FLOOR PLAN - SOUTHEAST BUILDING●A104-SE LEVEL 3 FLOOR PLAN - SOUTHEAST BUILDING●A105-SE LEVELS 4-6 FLOOR PLAN - SOUTHEAST BUILDING●A106-SE LEVEL 7 FLOOR PLAN - SOUTHEAST BUILDING●A100-NELEVEL P2 FLOOR PLAN - NORTHEAST BUILDING●A101-NELEVEL P1 PLAN - NORTHEAST BUILDING●A102-NELEVEL 1 FLOOR PLAN - NORTHEAST BUILDING●A103-NELEVEL 2 FLOOR PLAN - NORTHEAST BUILDING●A104-NELEVELS 3-6 FLOOR PLAN - NORTHEAST BUILDING●A105-NELEVEL 7 FLOOR PLAN - NORTHEAST BUILDING●A100-NWLEVEL P2 PLAN - NORTHWEST BUILDING●A101-NWLEVEL P1 PLAN - NORTHWEST BUILDING●A102-NWLEVEL 1 PLAN - NORTHWEST BUILDING●A103-NWLEVEL 2 PLAN - NORTHWEST BUILDING●A104-NWLEVEL 3 PLAN - NORTHWEST BUILDING●A105-NWLEVELS 4-6 PLAN - NORTHWEST BUILDING●A106-NWLEVEL 7 FLOOR PLAN - NORTHWEST BUILDING●A101-SW UNDERGROUND PARKING FLOOR PLANS●A102-SW LEVELS 1 & 2 FLOOR PLANS●A103-SW LEVELS 3 & 4 FLOOR PLANS●A104-SW LEVELS 5-10 FLOOR PLANS●A105-SW LEVEL 11 FLOOR PLAN●A106-SWELEVATIONS●A107-SWELEVATIONS●A300-SE EXTERIOR ELEVATIONS - EAST AND WEST●A301-SE EXTERIOR ELEVATIONS - NORTH AND SOUTH●A300-NEEXTERIOR ELEVATIONS - EAST AND WEST●A301-NEEXTERIOR ELEVATIONS - NORTH AND SOUTH●A300-NWEXTERIOR ELEVATIONS●A301-NWEXTERIOR ELEVATIONS●A400EXTERIOR MATERIALS (SE/NE/NW BUILDINGS)●A401BUILDING MATERIALS (SW BUILDING)●A500AERIAL VIEWS●A501RENDERINGS●A502RENDERINGS●A503RENDERINGS●12 - ELECTRICALE1.1PHOTOMETRIC LIGHTING PLAN●No. DescriptionDateSubmitted 4/26/2024 Planning Department PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLAN4/25/2024 3:42:30 PMA001EXISTING SITE PHOTOS223701.00ESG ESG03/28/24ENCLAVE MIXED-USEDEVELOPMENT ON FRANCEENCLAVEMIXED-USEDEVELOPMENTON FRANCEEDINA, MNPUD SUBMISSION4/26/20247235 FRANCE AVENUE - EXISTING SITE IMAGES7235 FRANCE AVENUE - EXISTING SITE AERIALSNo. DescriptionDateSubmitted 4/26/2024 Planning Department NORTHWEST BUILDING1st Floor Garage Accessible to : A,BNORTHEAST BUILDING1st Floor Garage Accessible to: A,B,CSOUTHEAST BUILDING1st Floor Garage Accessible to: A,B,C,DSOUTHWEST BUILDING1st Floor Garage Accessible to: A,B,C,DFRANCE AVECENTRAL PROMENADE(PEDESTRIAN ONLY)CENTRAL PROMENADE(PEDESTRIAN AND EMERGENCY VEHICLES ONLY)1A0032A0031A0042A004THE PROMENADE(CITY OF EDINA)GALLAGHER DRIVEDROPOFF / PICKUPNEW LOCAL STREETPROPERTY LINEPROPERTY LINEPROPERTY LINEGREEN SIGNAGE WALLOPPORTUNITY FOR PUBLIC ARTRETAIL PATIORETAIL ENTRANCEAPARTMENT ENTRANCEAPARTMENT ENTRANCEPUBLIC AND APARTMENT PARKING ENTRANCEAPARTMENT PARKING ENTRANCEPUBLIC AND APARTMENT PARKING ENTRANCEFIRE ACCESS LANEPARKING ENTRANCEWALK-OUT UNITSWALK-OUT UNITSWALK-OUT UNITSOFFICE AND APARTMENT ENTRANCERETAIL ENTRANCERETAIL ENTRANCEAMENITY ENTRANCERETAIL ENTRANCERETAIL ENTRANCEOFFICE AND HOUSING ENTRANCERETAIL PATIOSERVICE ACCESS TO SOUTH PROPERTYFIRE ACCESS LANEWALK-OUT UNITSPUBLIC DOG PARKDROP OFF/DELIVERY/TRASH PICKUP/MOVE-IN ZONEGGGA0022DEVELOPMENT SIGANGE NOTESGENERAL STATEMENT:SITE-WIDE SIGNAGE DESIGN WILL BE DEVELOPED FOR THE FUTURE SITE PLAN APPROVAL PROCESS. THE INTENT IS TO PROVIDE SIGNAGE CONSISTENT WITH THE CITY'S ORDINANCES. THE ELEVATIONS AND RENDERINGS ILLUSTRATE SOME AREAS WHERE SIGNS ARE BEING PLANNED FOR THE PROJECT INCLUDING:1. PROMENADE VERTICAL GREEN SIGNAGE WALL LOCATED AT SOUTHEAST CORNER OF SOUTHEAST BUILDING WITH VISIBILITY FROM FRANCE AVE.2. CLEAR AND IDENTIFYABLE PARKING SIGNAGE LOCATED AT ALL GARAGE ENTRANCES.3. COMMERCIAL AND RETAIL TENANT SIGNS.NORTHWEST BUILDINGPUBLIC AND APARTMENT PARKING ENTRANCEOFFICE AND APARTMENT ENTRANCETRASH PICKUP AREADUMPSTERS36' - 0"6' - 0"4' - 6"PLAN NORTHPROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLAN4/25/2024 3:42:32 PMA002ARCHITECTURAL SITE PLAN223701.00ESG ESG03/28/24ENCLAVE MIXED-USEDEVELOPMENT ON FRANCEENCLAVEMIXED-USEDEVELOPMENTON FRANCEEDINA, MNPUD SUBMISSION4/26/20241" = 30'-0"A0021ARCHITECTURAL SITE PLANNo. DescriptionDatePickupsCargo Vans10' Truck15' Truck17' Truck20' Truck26' TruckABCDEFG1/16" = 1'-0"A0022TRASH PICKUP EXHIBITMOVING TRUCK LEGENDSubmitted 4/26/2024 Planning Department LEVEL 1100' - 0"LEVEL 1100' - 0"1A0042A004LEVEL 2 (NE)115' - 4"LEVEL 3 (NE)126' - 10"LEVEL 4 (NE)137' - 6"LEVEL 5 (NE)148' - 2"LEVEL 6 (NE)158' - 10"ROOF LEVEL (NE)181' - 2"LOWER LEVEL P1 (NE)89' - 0"LOWER LEVEL P2 (NE)78' - 0"LEVEL 7 (NE)170' - 0"LEVEL 2 (NW)115' - 4"LEVEL 3 (NW)130' - 8"LEVEL 4 (NW)141' - 4"LEVEL 5 (NW)152' - 0"LEVEL 6 (NW)162' - 8"ROOF LEVEL (NW)184' - 0"LOWER LEVEL P1 (NW)86' - 4"LOWER LEVEL P2 (NW)76' - 6"LEVEL 7 (NW)173' - 4"10' - 8"10' - 8"10' - 8"10' - 8"10' - 8"15' - 4"15' - 4"13' - 8"9' - 10"NORTHWEST BUILDINGNORTHEAST BUILDINGPROPERTY LINEAPPROX EDGE OF FRANCE AVE27' - 6"AVERAGE GRADE PLANE NE BUILDINGAVERAGE GRADE PLANE NW BUILDING35' - 0"60' - 4"81' - 2"84' - 0"15' - 4"11' - 2"70' - 0"81' - 2"84' - 0"5' - 2"50' - 6"53' - 4"30' - 8"3' - 0"860' - 6"860' - 6"LEVEL 1100' - 0"LEVEL 1100' - 0"1A0042A004LEVEL 2 (SE)115' - 4"LEVEL 3 (SE)126' - 10"LEVEL 4 (SE)137' - 6"LEVEL 5 (SE)148' - 2"LEVEL 6 (SE)158' - 10"ROOF LEVEL (SE)181' - 2"LOWER LEVEL P1 (SE)89' - 0"LOWER LEVEL P2 (SE)78' - 0"LEVEL 7 (SE)170' - 0"11' - 2"11' - 2"10' - 8"10' - 8"10' - 8"11' - 6"15' - 4"11' - 0"11' - 0"SOUTHEAST BUILDINGSOUTHWEST BUILDINGAPPROX EDGE OF FRANCE AVEPROPERTY LINE53' - 7"34' - 9"AVERAGE GRADE PLANE SE BUILDINGAVERAGE GRADE PLANE SW BUILDINGLOWER LEVEL 2 (SW)76' - 0"LOWER LEVEL 1 (SW)88' - 0"LEVEL 2 (SW)120' - 0"LEVEL 3 (SW)133' - 6"LEVEL 4 (SW)147' - 0"LEVEL 5 (SW)160' - 6"LEVEL 6 (SW)174' - 0"LEVEL 7 (SW)187' - 6"LEVEL 8 (SW)201' - 0"LEVEL 9 (SW)214' - 6"LEVEL 10 (SW)228' - 0"LEVEL 11 (SW)241' - 6"ROOF (SW)255' - 0"13' - 6"13' - 6"13' - 6"13' - 6"13' - 6"13' - 6"13' - 6"13' - 6"13' - 6"13' - 6"20' - 0"12' - 0"12' - 0"60' - 1"108' - 7"47' - 0"13' - 6"81' - 0"60' - 6"155' - 7"81' - 2"56' - 2"13' - 4"70' - 0"8' - 8"83' - 4"134' - 10"58' - 4"35' - 0"65' - 5"28' - 8"4' - 10"53' - 7"860' - 6"860' - 6"NESENWSWTYPOLOGY 3: NEW LOCAL STREETSTYPOLOGY 2: CORNELIA OVERLAYTYPOLOGY 4: PRIMARY EAST-WEST STREETSTYPOLOGY 6: CENTRAL PROMENADE SPINEPROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLAN4/25/2024 3:42:49 PMA003SITE SECTIONS223701.00ESG ESG04/01/24ENCLAVE MIXED-USEDEVELOPMENT ON FRANCEENCLAVEMIXED-USEDEVELOPMENTON FRANCEEDINA, MNPUD SUBMISSION4/26/20243/64" = 1'-0"A0031EAST / WEST SITE SECTION 13/64" = 1'-0"A0032EAST / WEST SITE SECTION 2No. DescriptionDateSubmitted 4/26/2024 Planning Department LEVEL 1100' - 0"LEVEL 1100' - 0"1A0032A003LEVEL 2 (NW)115' - 4"LEVEL 3 (NW)130' - 8"LEVEL 4 (NW)141' - 4"LEVEL 5 (NW)152' - 0"LEVEL 6 (NW)162' - 8"ROOF LEVEL (NW)184' - 0"LOWER LEVEL P1 (NW)86' - 4"LOWER LEVEL P2 (NW)76' - 6"LEVEL 7 (NW)173' - 4"NORTHWEST BUILDINGSOUTHWEST BUILDINGAPPROX EDGE OF EAST/WEST STREETAPPROX EDGE OF GALLAGHER DRIVE15' - 5"1' - 8"41' - 0"15' - 6"27' - 0"40' - 11"AVERAGE GRADE PLANE SW BUILDINGAVERAGE GRADE PLANE NW BUILDING10' - 8"10' - 8"10' - 8"10' - 8"10' - 8"15' - 4"15' - 4"13' - 8"9' - 10"LOWER LEVEL 2 (SW)76' - 0"LOWER LEVEL 1 (SW)88' - 0"LEVEL 2 (SW)120' - 0"LEVEL 3 (SW)133' - 6"LEVEL 4 (SW)147' - 0"LEVEL 5 (SW)160' - 6"LEVEL 6 (SW)174' - 0"LEVEL 7 (SW)187' - 6"LEVEL 8 (SW)201' - 0"LEVEL 9 (SW)214' - 6"LEVEL 10 (SW)228' - 0"LEVEL 11 (SW)241' - 6"ROOF (SW)255' - 0"12' - 0"12' - 0"20' - 0"13' - 6"13' - 6"13' - 6"13' - 6"13' - 6"13' - 6"13' - 6"13' - 6"13' - 6"13' - 6"53' - 4"30' - 8"84' - 0"53' - 4"30' - 8"47' - 0"13' - 6"95' - 1"17' - 1"95' - 1"13' - 6"47' - 0"155' - 7"4' - 6"25' - 2"50' - 0" 60'-0"860' - 6"860' - 6"LEVEL 1100' - 0"LEVEL 1100' - 0"1A0032A003LEVEL 2 (NE)115' - 4"LEVEL 3 (NE)126' - 10"LEVEL 4 (NE)137' - 6"LEVEL 5 (NE)148' - 2"LEVEL 6 (NE)158' - 10"ROOF LEVEL (NE)181' - 2"LOWER LEVEL P1 (NE)89' - 0"LOWER LEVEL P2 (NE)78' - 0"LEVEL 7 (NE)170' - 0"LEVEL 2 (SE)115' - 4"LEVEL 3 (SE)126' - 10"LEVEL 4 (SE)137' - 6"LEVEL 5 (SE)148' - 2"LEVEL 6 (SE)158' - 10"ROOF LEVEL (SE)181' - 2"LOWER LEVEL P1 (SE)89' - 0"LOWER LEVEL P2 (SE)78' - 0"LEVEL 7 (SE)170' - 0"NORTHEAST BUILDINGSOUTHEAST BUILDINGAVERAGE GRADE PLANE NE BUILDINGAVERAGE GRADE PLANE SE BUILDING11' - 2"11' - 2"10' - 8"10' - 8"10' - 8"11' - 6"15' - 4"11' - 0"11' - 0"11' - 2"11' - 2"10' - 8"10' - 8"10' - 8"11' - 6"15' - 4"11' - 0"11' - 0"PROPERTY LINE50' - 0"72' - 0"22' - 0"25' - 0"81' - 2"81' - 2"65' - 10"123' - 0"110' - 0"65' - 10"860' - 6"860' - 6"NESENWSWTYPOLOGY 3: NEW LOCAL STREETSTYPOLOGY 2: CORNELIA OVERLAYTYPOLOGY 4: PRIMARY EAST-WEST STREETSTYPOLOGY 6: CENTRAL PROMENADE SPINEPROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLAN4/25/2024 3:42:55 PMA004SITE SECTIONS223701.00ESG ESG04/01/24ENCLAVE MIXED-USEDEVELOPMENT ON FRANCEENCLAVEMIXED-USEDEVELOPMENTON FRANCEEDINA, MNPUD SUBMISSION4/26/20243/64" = 1'-0"A0041NORTH / SOUTH SITE SECTION 13/64" = 1'-0"A0042NORTH / SOUTH SITE SECTION 2No. DescriptionDateSubmitted 4/26/2024 Planning Department SE.3SE.1SE.4SE.5SE.6SE.7SE.8SE.9SE.10SE.11SE.DSE.FSE.JSE.CSE.ASE.12SE.ESE.GSE.2SE.BW.14W.151' - 6"15' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"277' - 0"5' - 4"193' - 6"232' - 11"194' - 0"15' - 0"30' - 0"15' - 0"28' - 0"15' - 0"29' - 0"14' - 0"30' - 0"15' - 0"24' - 0"24' - 0"25' - 0"24' - 0"24' - 0"24' - 0"9' - 8"UP8' - 6"8' - 6"8' - 6"18' - 0"8' - 6"8' - 6"8' - 6"18' - 0"8' - 0"18' - 0"18' - 0"16' - 0"8' - 6"50,511 SFPARKINGPROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLAN4/25/2024 3:56:21 PMA100-SELEVEL P2 FLOOR PLAN -SOUTHEAST BUILDING221701.00ESG ESG04/05/24ENCLAVE MIXED-USEDEVELOPMENT ON FRANCEENCLAVEMIXED-USEDEVELOPMENTON FRANCEEDINA, MNPUD SUBMISSION4/26/20243/32" = 1'-0"A100-SE1LEVEL P2 FLOOR PLAN - SOUTHEAST BUILDINGNo. DescriptionDateSubmitted 4/26/2024 Planning Department SE.3SE.1SE.4SE.5SE.6SE.7SE.8SE.9SE.10SE.11SE.DSE.FSE.JSE.CSE.ASE.12SE.ESE.GSE.2SE.BW.14W.15UPDN1' - 6"15' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"277' - 0"194' - 0"15' - 0"30' - 0"15' - 0"28' - 0"15' - 0"29' - 0"14' - 0"30' - 0"15' - 0"232' - 11"193' - 6"9' - 8"8' - 6"8' - 6"8' - 6"18' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"8' - 0"18' - 0"8' - 6"16' - 0"8' - 6"8' - 6"8' - 6"18' - 0"50,511 SFPARKINGPROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLAN4/25/2024 3:56:22 PMA101-SELEVEL P1 FLOOR PLAN -SOUTHEAST BUILDING221701.00ESG ESG03/22/24ENCLAVE MIXED-USEDEVELOPMENT ON FRANCEENCLAVEMIXED-USEDEVELOPMENTON FRANCEEDINA, MNPUD SUBMISSION4/26/20243/32" = 1'-0"A101-SE1LEVEL P1 FLOOR PLAN - SOUTHEAST BUILDINGNo. DescriptionDateSubmitted 4/26/2024 Planning Department SE.3SE.1SE.4SE.5SE.6SE.7SE.8SE.9SE.10SE.11SE.DSE.FSE.JSE.CSE.ASE.12SE.ESE.GSE.2SE.BW.14W.15UPDNTRASH / REC1' - 6"15' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"15' - 0"30' - 0"15' - 0"28' - 0"15' - 0"29' - 0"14' - 0"30' - 0"15' - 0"194' - 0"275' - 0"8' - 6"8' - 0"8' - 6"18' - 0"23' - 0"24' - 0"23' - 0"24' - 0"24' - 0"8' - 6"8' - 6"8' - 6"18' - 0"8' - 0"18' - 0"THE PROMENADE31,156 SFPARKING2,149 SFRES LOBBY4,141 SFRETAIL4,065 SFRESIDENTIAL7,293 SFRESIDENTIALPROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLAN4/25/2024 3:56:23 PMA102-SELEVEL 1 FLOOR PLAN -SOUTHEASTBUILDING221701.00ESG ESG03/22/24ENCLAVE MIXED-USEDEVELOPMENT ON FRANCEENCLAVEMIXED-USEDEVELOPMENTON FRANCEEDINA, MNPUD SUBMISSION4/26/20243/32" = 1'-0"A102-SE1LEVEL 1 FLOOR PLAN - SOUTHEAST BUILDINGNo. DescriptionDateSubmitted 4/26/2024 Planning Department SE.3SE.1SE.4SE.5SE.6SE.7SE.8SE.9SE.10SE.11SE.DSE.FSE.JSE.CSE.ASE.12SE.ESE.GSE.2SE.BW.14W.15DN1' - 6"15' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"77' - 2"124' - 6"75' - 4"15' - 0"30' - 0"15' - 0"28' - 0"15' - 0"29' - 0"14' - 0"30' - 0"15' - 0"194' - 0"9' - 8"8' - 6"8' - 6"8' - 6"18' - 6"8' - 6"8' - 6"8' - 6"18' - 0"8' - 0"18' - 0"8' - 0"18' - 0"24' - 0"24' - 0"23' - 0"24' - 0"24' - 0"23' - 0"13,469 SFRESIDENTIAL31,840 SFPARKING4,064 SFRESIDENTIALPROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLAN4/25/2024 3:56:24 PMA103-SELEVEL 2 FLOOR PLAN -SOUTHEASTBUILDING221701.00ESG ESG03/22/24ENCLAVE MIXED-USEDEVELOPMENT ON FRANCEENCLAVEMIXED-USEDEVELOPMENTON FRANCEEDINA, MNPUD SUBMISSION4/26/20243/32" = 1'-0"A103-SE1LEVEL 2 FLOOR PLAN - SOUTHEAST BUILDINGNo. DescriptionDateSubmitted 4/26/2024 Planning Department SE.3SE.1SE.4SE.5SE.6SE.7SE.8SE.9SE.10SE.11SE.DSE.FSE.JSE.CSE.ASE.12SE.ESE.GSE.2SE.BW.14W.151' - 6"15' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"77' - 2"124' - 6"75' - 4"15' - 0"30' - 0"15' - 0"28' - 0"15' - 0"29' - 0"14' - 0"30' - 0"15' - 0"194' - 0"164' - 10"36' - 0"24' - 6"177' - 0"15' - 7"9' - 8"1,433 SFAMENITY550 SFAMENITY32,136 SFRESIDENTIALPROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLAN4/25/2024 3:56:25 PMA104-SELEVEL 3 FLOOR PLAN -SOUTHEASTBUILDING221701.00ESG ESG03/22/24ENCLAVE MIXED-USEDEVELOPMENT ON FRANCEENCLAVEMIXED-USEDEVELOPMENTON FRANCEEDINA, MNPUD SUBMISSION4/26/20243/32" = 1'-0"A104-SE1LEVEL 3 FLOOR PLAN - SOUTHEAST BUILDINGNo. DescriptionDateSubmitted 4/26/2024 Planning Department SE.3SE.1SE.4SE.5SE.6SE.7SE.8SE.9SE.10SE.11SE.DSE.FSE.JSE.CSE.ASE.12SE.ESE.GSE.2SE.BW.14W.151' - 6"15' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"15' - 0"30' - 0"15' - 0"28' - 0"15' - 0"29' - 0"14' - 0"30' - 0"15' - 0"57' - 8"136' - 4"77' - 2"124' - 6"75' - 4"177' - 0"15' - 7"107' - 0"61' - 10"36' - 0"24' - 6"34,119 SFRESIDENTIALPROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLAN4/25/2024 3:56:25 PMA105-SELEVELS 4-6 FLOOR PLAN -SOUTHEAST BUILDING221701.00ESG ESG03/29/24ENCLAVE MIXED-USEDEVELOPMENT ON FRANCEENCLAVEMIXED-USEDEVELOPMENTON FRANCEEDINA, MNPUD SUBMISSION4/26/20243/32" = 1'-0"A105-SE1LEVELS 4-6 FLOOR PLAN - SOUTHEAST BUILDINGNo. DescriptionDateSubmitted 4/26/2024 Planning Department SE.3SE.1SE.4SE.5SE.6SE.7SE.8SE.9SE.10SE.11SE.DSE.FSE.JSE.CSE.ASE.12SE.ESE.GSE.2SE.BW.14W.15AMENITYTERRACE1' - 6"15' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"77' - 2"124' - 6"75' - 4"50' - 6"85' - 10"57' - 8"15' - 0"30' - 0"15' - 0"28' - 0"15' - 0"29' - 0"14' - 0"30' - 0"15' - 0"106' - 11"62' - 0"36' - 0"22' - 8"177' - 5"30,415 SFRESIDENTIALPROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLAN4/25/2024 3:56:26 PMA106-SELEVEL 7 FLOOR PLAN -SOUTHEASTBUILDING221701.00ESG ESG03/29/24ENCLAVE MIXED-USEDEVELOPMENT ON FRANCEENCLAVEMIXED-USEDEVELOPMENTON FRANCEEDINA, MNPUD SUBMISSION4/26/20243/32" = 1'-0"A106-SE1LEVEL 7 FLOOR PLAN - SOUTHEAST BUILDINGNo. DescriptionDateSubmitted 4/26/2024 Planning Department NE.DNE.ENE.FNE.JNE.BNE.AE.2E.0E.3E.4E.5E.6E.7E.8E.9E.10E.11E.12NE.CE.1NE.GNE.H1' - 6"15' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"15' - 0"305' - 0"183' - 0"UP16' - 0"30' - 0"12' - 0"30' - 0"30' - 0"18' - 0"29' - 0"15' - 0"8' - 6"8' - 6"8' - 6"18' - 0"8' - 6"8' - 0"18' - 0"8' - 6"8' - 0"8' - 0"8' - 0"18' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"305' - 9"89' - 8"42' - 6"52' - 8"16' - 8"56,877 SFPARKINGPROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLAN4/25/2024 3:50:16 PMA100-NELEVEL P2 FLOOR PLAN -NORTHEAST BUILDINGProject NumberESG ESG03/28/24ENCLAVE MIXED-USEDEVELOPMENT ON FRANCEENCLAVEMIXED-USEDEVELOPMENTON FRANCEEDINA, MNPUD SUBMISSION4/26/20243/32" = 1'-0"A100-NE1LEVEL P2 FLOOR PLAN - NORTHEAST BUILDINGNo. DescriptionDateSubmitted 4/26/2024 Planning Department NE.DNE.ENE.FNE.JNE.BNE.AE.2E.0E.3E.4E.5E.6E.7E.8E.9E.10E.11E.12NE.CE.1NE.GNE.H1' - 6"15' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"15' - 0"DNUP305' - 0"16' - 0"30' - 0"12' - 0"30' - 0"30' - 0"18' - 0"29' - 0"15' - 0"183' - 0"8' - 6"8' - 6"8' - 6"7' - 6"8' - 6"18' - 0"8' - 0"18' - 0"8' - 6"8' - 6"8' - 6"18' - 0"8' - 0"8' - 0"8' - 0"18' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"305' - 9"89' - 8"16' - 8"42' - 6"52' - 8"56,877 SFPARKINGPROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLAN4/25/2024 3:50:17 PMA101-NELEVEL P1 PLAN -NORTHEASTBUILDINGProject NumberESG ESG03/28/24ENCLAVE MIXED-USEDEVELOPMENT ON FRANCEENCLAVEMIXED-USEDEVELOPMENTON FRANCEEDINA, MNPUD SUBMISSION4/26/20243/32" = 1'-0"A101-NE1LEVEL P1 FLOOR PLAN - NORTHEAST BUILDINGNo. DescriptionDateSubmitted 4/26/2024 Planning Department NE.DNE.ENE.FNE.JNE.BNE.AE.2E.0E.3E.4E.5E.6E.7E.8E.9E.10E.11E.12NE.CE.1NE.GNE.HDN16' - 0"30' - 0"12' - 0"30' - 0"30' - 0"18' - 0"29' - 0"15' - 0"1' - 6"15' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"15' - 0"TRASH / RECYCLINGSTORAGETHE PROMENADE860.5863.0860.59' - 0"8' - 0"9' - 0"18' - 0"8' - 0"8' - 0"18' - 0"8' - 6"8' - 6"8' - 6"18' - 0"305' - 0"183' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"17,144 SFRESIDENTIAL31,123 SFPARKING6,786 SFAMENITYPROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLAN4/25/2024 3:50:18 PMA102-NELEVEL 1 FLOOR PLAN -NORTHEASTBUILDINGProject NumberESG ESG03/28/24ENCLAVE MIXED-USEDEVELOPMENT ON FRANCEENCLAVEMIXED-USEDEVELOPMENTON FRANCEEDINA, MNPUD SUBMISSION4/26/20243/32" = 1'-0"A102-NE1LEVEL 1 FLOOR PLAN - NORTHEAST BUILDINGNo. DescriptionDateSubmitted 4/26/2024 Planning Department NE.DNE.ENE.FNE.JNE.BNE.AE.2E.0E.3E.4E.5E.6E.7E.8E.9E.10E.11E.12NE.CE.1NE.GNE.H+2'-0"+0'-0"+2'-0"+0'-0"+0'-0"+0'-0"TERRACE1' - 6"15' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"15' - 0"16' - 0"30' - 0"12' - 0"30' - 0"30' - 0"18' - 0"29' - 0"15' - 0"305' - 0"183' - 0"68' - 0"20' - 6"126' - 0"20' - 6"70' - 9"89' - 8"90' - 6"16' - 8"OPEN TO BELOWPOOL4,694 SFAMENITY31,954 SFRESIDENTIALPROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLAN4/25/2024 3:50:19 PMA103-NELEVEL 2 FLOOR PLAN -NORTHEASTBUILDINGProject NumberESG ESG03/28/24ENCLAVE MIXED-USEDEVELOPMENT ON FRANCEENCLAVEMIXED-USEDEVELOPMENTON FRANCEEDINA, MNPUD SUBMISSION4/26/20243/32" = 1'-0"A103-NE1LEVEL 2 FLOOR PLAN - NORTHEAST BUILDINGNo. DescriptionDateSubmitted 4/26/2024 Planning Department NE.DNE.ENE.FNE.JNE.BNE.AE.2E.0E.3E.4E.5E.6E.7E.8E.9E.10E.11E.12NE.CE.1NE.GNE.H1' - 6"15' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"15' - 0"25' - 0"253' - 0"27' - 0"16' - 0"30' - 0"12' - 0"30' - 0"30' - 0"18' - 0"29' - 0"15' - 0"177' - 6"5' - 6"70' - 0"167' - 0"70' - 9"89' - 8"16' - 8"48' - 0"40' - 6"36,928 SFRESIDENTIALPROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLAN4/25/2024 3:50:20 PMA104-NELEVELS 3-6 FLOOR PLAN -NORTHEAST BUILDINGProject NumberESG ESG03/28/24ENCLAVE MIXED-USEDEVELOPMENT ON FRANCEENCLAVEMIXED-USEDEVELOPMENTON FRANCEEDINA, MNPUD SUBMISSION4/26/20243/32" = 1'-0"A104-NE1LEVELS 3-6 FLOOR PLAN - NORTHEAST BUILDINGNo. DescriptionDateSubmitted 4/26/2024 Planning Department NE.DNE.ENE.FNE.JNE.BNE.AE.2E.0E.3E.4E.5E.6E.7E.8E.9E.10E.11E.12NE.CE.1NE.GNE.HTERRACE1' - 6"15' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"15' - 0"25' - 0"253' - 0"27' - 0"16' - 0"30' - 0"12' - 0"30' - 0"30' - 0"18' - 0"29' - 0"15' - 0"177' - 6"5' - 6"70' - 0"167' - 0"51' - 1"2' - 0"40' - 6"48' - 0"36' - 6"1,929 SFAmenity32,870 SFRESIDENTIALPROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLAN4/25/2024 3:50:20 PMA105-NELEVEL 7 FLOOR PLAN -NORTHEASTBUILDINGProject NumberESG ESG03/28/24ENCLAVE MIXED-USEDEVELOPMENT ON FRANCEENCLAVEMIXED-USEDEVELOPMENTON FRANCEEDINA, MNPUD SUBMISSION4/26/20243/32" = 1'-0"A105-NE1LEVEL 7 FLOOR PLAN - NORTHEAST BUILDINGNo. DescriptionDateSubmitted 4/26/2024 Planning Department W.3W.4W.7W.8W.BW.CW.DW.EW.FW.HW.JW.1W.9W.GW.LW.KW.6W.MW.2W.530' - 0"30' - 0"29' - 0"30' - 0"30' - 0"30' - 0"29' - 0"29' - 0"29' - 0"15' - 0"14' - 0"30' - 0"16' - 0"14' - 0"30' - 0"29' - 0"29' - 0"16' - 0"DN183' - 0"286' - 6"52,067 SFPARKINGPROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLAN4/25/2024 3:52:51 PMA100-NWLEVEL P2 PLAN -NORTHWESTBUILDING223701.00ESG ESG03/28/24ENCLAVE MIXED-USEDEVELOPMENT ON FRANCEENCLAVEMIXED-USEDEVELOPMENTON FRANCEEDINA, MNPUD SUBMISSION4/26/20243/32" = 1'-0"A100-NW1LEVEL P2 FLOOR PLAN - NW BUILDINGNo. DescriptionDateSubmitted 4/26/2024 Planning Department W.3W.4W.7W.8W.BW.CW.DW.EW.FW.HW.JW.1W.9W.GW.LW.KW.6W.MW.2W.530' - 0"30' - 0"29' - 0"30' - 0"30' - 0"30' - 0"29' - 0"29' - 0"29' - 0"15' - 0"14' - 0"30' - 0"16' - 0"14' - 0"30' - 0"29' - 0"29' - 0"16' - 0"UPDN0"24' - 0"24' - 0"24' - 0"8' - 6"8' - 6"8' - 6"24' - 0"18' - 0"8' - 0"18' - 0"8' - 6"8' - 0"18' - 0"183' - 0"286' - 6"52,067 SFPARKINGPROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLAN4/25/2024 3:52:52 PMA101-NWLEVEL P1 PLAN -NORTHWESTBUILDING223701.00ESG ESG03/22/24ENCLAVE MIXED-USEDEVELOPMENT ON FRANCEENCLAVEMIXED-USEDEVELOPMENTON FRANCEEDINA, MNPUD SUBMISSION4/26/20243/32" = 1'-0"A101-NW1LEVEL P1 FLOOR PLAN - NW BUILDINGNo. DescriptionDateSubmitted 4/26/2024 Planning Department W.3W.4W.7W.8W.BW.CW.DW.EW.FW.HW.JW.1W.9W.GW.LW.KW.6W.2W.5RESIDENTIAL TRASH / RECYCLINGEXIT PASSAGEWAYFRANCE AVERETAIL DROPOFFDN30' - 0"30' - 0"29' - 0"30' - 0"30' - 0"30' - 0"29' - 0"29' - 0"29' - 0"14' - 0"30' - 0"16' - 0"14' - 0"30' - 0"29' - 0"29' - 0"16' - 0"+863.0+860.5+860.5+860.5THE PROMENADE243' - 6"43' - 0"16' - 0"62' - 0"58' - 0"64' - 6"123' - 0"DN123' - 0"1,267 SFACTIVE USE/TBD4,545 SFLOBBY/AMENITY13,975 SFPARKING7,594 SFCOMMERCIALPROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLAN4/25/2024 3:52:53 PMA102-NWLEVEL 1 PLAN -NORTHWESTBUILDING223701.00ESG ESG03/22/24ENCLAVE MIXED-USEDEVELOPMENT ON FRANCEENCLAVEMIXED-USEDEVELOPMENTON FRANCEEDINA, MNPUD SUBMISSION4/26/20243/32" = 1'-0"A102-NW1LEVEL 1 FLOOR PLAN - NW BUILDINGNo. DescriptionDateSubmitted 4/26/2024 Planning Department W.3W.4W.BW.CW.DW.EW.FW.HW.JW.1W.GW.KW.6W.2W.530' - 0"30' - 0"29' - 0"30' - 0"30' - 0"30' - 0"29' - 0"29' - 0"14' - 0"30' - 0"29' - 0"29' - 0"16' - 0"243' - 6"69' - 0"110' - 0"64' - 6"39' - 4"29' - 8"54' - 0"TERRACE15,025 SFOFFICE11,714 SFRESIDENTIAL123' - 0"PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLAN4/25/2024 3:52:54 PMA103-NWLEVEL 2 PLAN -NORTHWESTBUILDING223701.00ESG ESG03/22/24ENCLAVE MIXED-USEDEVELOPMENT ON FRANCEENCLAVEMIXED-USEDEVELOPMENTON FRANCEEDINA, MNPUD SUBMISSION4/26/20243/32" = 1'-0"A103-NW1LEVEL 2 FLOOR PLAN - NW BUILDINGNo. DescriptionDateSubmitted 4/26/2024 Planning Department W.3W.4W.BW.CW.DW.EW.FW.HW.JW.1W.GW.KW.6W.2W.530' - 0"30' - 0"29' - 0"30' - 0"30' - 0"30' - 0"29' - 0"29' - 0"14' - 0"30' - 0"29' - 0"29' - 0"16' - 0"AMENITY TERRACE / ROOF50' - 0"16' - 0"103' - 0"7' - 0"64' - 6"39' - 4"29' - 8"54' - 0"81' - 2"98' - 0"67' - 4"580 SFAMENITY22,717 SFRESIDENTIAL77' - 2"45' - 10"PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLAN4/25/2024 3:52:54 PMA104-NWLEVEL 3 PLAN -NORTHWESTBUILDING223701.00ESG ESG03/22/24ENCLAVE MIXED-USEDEVELOPMENT ON FRANCEENCLAVEMIXED-USEDEVELOPMENTON FRANCEEDINA, MNPUD SUBMISSION4/26/20243/32" = 1'-0"A104-NW1LEVEL 3 FLOOR PLAN - NORTHWEST BUILDINGNo. DescriptionDateSubmitted 4/26/2024 Planning Department W.3W.4W.BW.CW.DW.EW.FW.HW.JW.1W.GW.KW.6W.2W.530' - 0"30' - 0"29' - 0"30' - 0"30' - 0"30' - 0"29' - 0"29' - 0"14' - 0"30' - 0"29' - 0"29' - 0"16' - 0"39' - 4"29' - 8"54' - 0"81' - 2"98' - 0"67' - 4"50' - 0"16' - 0"103' - 0"7' - 0"64' - 6"77' - 2"45' - 10"23,297 SFRESIDENTIALPROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLAN4/25/2024 3:52:55 PMA105-NWLEVELS 4-6 PLAN -NORTHWESTBUILDING223701.00ESG ESG03/22/24ENCLAVE MIXED-USEDEVELOPMENT ON FRANCEENCLAVEMIXED-USEDEVELOPMENTON FRANCEEDINA, MNPUD SUBMISSION4/26/20243/32" = 1'-0"A105-NW1LEVELS 4-6 FLOOR PLAN - NORTHWEST BUILDINGNo. DescriptionDateSubmitted 4/26/2024 Planning Department W.3W.4W.BW.CW.DW.EW.FW.HW.JW.1W.GW.KW.6W.2W.530' - 0"30' - 0"29' - 0"30' - 0"30' - 0"30' - 0"29' - 0"29' - 0"14' - 0"30' - 0"29' - 0"29' - 0"16' - 0"81' - 2"98' - 0"59' - 4"77' - 2"24' - 2"21' - 8"50' - 0"16' - 0"103' - 0"7' - 0"56' - 6"123' - 0"TERRACE21,127 SFRESIDENTIAL769 SFAMENITYPROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLAN4/25/2024 3:52:55 PMA106-NWLEVEL 7 FLOOR PLAN -NORTHWESTBUILDING223701.00ESG ESG03/28/24ENCLAVE MIXED-USEDEVELOPMENT ON FRANCEENCLAVEMIXED-USEDEVELOPMENTON FRANCEEDINA, MNPUD SUBMISSION4/26/20243/32" = 1'-0"A106-NW1LEVEL 7 FLOOR PLAN - NORTHWEST BUILDINGNo. DescriptionDateSubmitted 4/26/2024 Planning Department A101-SWSubmitted 4/26/2024 Planning Department A102-SWSubmitted 4/26/2024 Planning Department A103-SWSubmitted 4/26/2024 Planning Department A104-SWSubmitted 4/26/2024 Planning Department A105-SWSubmitted 4/26/2024 Planning Department A106-SWSubmitted 4/26/2024 Planning Department A107-SWSubmitted 4/26/2024 Planning Department LEVEL 1100' - 0"LEVEL 2 (SE)115' - 4"LEVEL 3 (SE)126' - 10"LEVEL 4 (SE)137' - 6"LEVEL 5 (SE)148' - 2"LEVEL 6 (SE)158' - 10"ROOF LEVEL (SE)181' - 2"2' - 0"11' - 2"11' - 2"10' - 8"10' - 8"10' - 8"11' - 6"15' - 4"SE.DSE.FSE.JSE.CSE.ASE.ESE.GSE.BW.14W.15LEVEL 7 (SE)170' - 0"PRIMARY PARAPET (SE)183' - 2"83' - 2"81' - 2"FIBER CEMENT PANEL: WHITERIBBED METAL PANEL: DARK GREYFIBERGLASS WINDOWALUMINUM BALCONIESMANUFACTURED STONE: WHITERIBBED METAL PANEL: BLUESTOREFRONTFIBER CEMENT PANEL: DARK GREYMANUFACTURED STONE: DARK GREYMANUFACTURED STONE: LIGHT GREYLEVEL 1100' - 0"LEVEL 2 (SE)115' - 4"LEVEL 3 (SE)126' - 10"LEVEL 4 (SE)137' - 6"LEVEL 5 (SE)148' - 2"LEVEL 6 (SE)158' - 10"ROOF LEVEL (SE)181' - 2"SE.DSE.FSE.JSE.CSE.ASE.ESE.GSE.BW.14W.15LEVEL 7 (SE)170' - 0"PRIMARY PARAPET (SE)183' - 2"2' - 0"11' - 2"11' - 2"10' - 8"10' - 8"10' - 8"11' - 6"15' - 4"81' - 2"83' - 2"FIBER CEMENT PANEL: WHITERIBBED METAL PANEL: BLUEFIBERGLASS WINDOWALUMINUM BALCONIESSTOREFRONTFIBER CEMENT PANEL: DARK GREYCORRUGATED METAL PANEL: DARK GREYPARKING ENTRYGREEN WALL LATTICEPROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLAN4/25/2024 3:56:27 PMA300-SEEXTERIOR ELEVATIONS -EAST ANDWEST221701.00ESG ESG03/22/24ENCLAVE MIXED-USEDEVELOPMENT ON FRANCEENCLAVEMIXED-USEDEVELOPMENTON FRANCEEDINA, MNPUD SUBMISSION4/26/20243/32" = 1'-0"A300-SE1EAST ELEVATION3/32" = 1'-0"A300-SE2WEST ELEVATIONNo. DescriptionDateSubmitted 4/26/2024 Planning Department LEVEL 1100' - 0"LEVEL 2 (SE)115' - 4"LEVEL 3 (SE)126' - 10"LEVEL 4 (SE)137' - 6"LEVEL 5 (SE)148' - 2"LEVEL 6 (SE)158' - 10"ROOF LEVEL (SE)181' - 2"SE.3SE.1SE.4SE.5SE.6SE.7SE.8SE.9SE.10SE.11SE.2LEVEL 7 (SE)170' - 0"PRIMARY PARAPET (SE)183' - 2"15' - 4"11' - 6"10' - 8"10' - 8"10' - 8"11' - 2"11' - 2"2' - 0"83' - 2"81' - 2"FIBER CEMENT PANEL: WHITECORRUGATED METAL PANEL: DARK GREYRIBBED METAL PANEL: BLUEFIBERGLASS WINDOWALUMINUM BALCONIESSTOREFRONTMANUFACTURED STONE: WHITEFIBER CEMENT PANEL: WHITEFIBER CEMENT PANEL: DARK GREYWALK-UP TWO-STORY UNITSSTOREFRONTRIBBED METAL PANEL: BLUECORRUGATED METAL PANEL: DARK GREYMANUFACTURED STONE: DARK GREYLEVEL 1100' - 0"LEVEL 2 (SE)115' - 4"LEVEL 3 (SE)126' - 10"LEVEL 4 (SE)137' - 6"LEVEL 5 (SE)148' - 2"LEVEL 6 (SE)158' - 10"ROOF LEVEL (SE)181' - 2"SE.3SE.1SE.4SE.5SE.6SE.7SE.8SE.9SE.10SE.11SE.2LEVEL 7 (SE)170' - 0"PRIMARY PARAPET (SE)183' - 2"2' - 0"11' - 2"11' - 2"10' - 8"10' - 8"10' - 8"11' - 6"15' - 4"83' - 2"81' - 2"FIBER CEMENT PANEL: WHITEFIBERGLASS WINDOWALUMINUM BALCONIESGREEN WALL LATTICEFIBER CEMENT PANEL: DARK GREYMANUFACTURED STONE: WHITEMANUFACTURED STONE: DARK GREYMANUFACTURED STONE: LIGHT GREYPROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLAN4/25/2024 3:56:27 PMA301-SEEXTERIOR ELEVATIONS -NORTHAND SOUTH221701.00ESG ESG03/29/24ENCLAVE MIXED-USEDEVELOPMENT ON FRANCEENCLAVEMIXED-USEDEVELOPMENTON FRANCEEDINA, MNPUD SUBMISSION4/26/20243/32" = 1'-0"A301-SE1NORTH ELEVATION3/32" = 1'-0"A301-SE2SOUTH ELEVATIONNo. DescriptionDateSubmitted 4/26/2024 Planning Department LEVEL 1 (NE)100' - 0"LEVEL 2 (NE)115' - 4"LEVEL 3 (NE)126' - 10"LEVEL 4 (NE)137' - 6"LEVEL 5 (NE)148' - 2"LEVEL 6 (NE)158' - 10"ROOF LEVEL (NE)181' - 2"11' - 2"11' - 2"10' - 8"10' - 8"10' - 8"11' - 6"15' - 4"NE.DNE.ENE.FNE.JNE.BNE.ANE.CNE.GNE.HLEVEL 7 (NE)170' - 0"PRIMARY PARAPET (NE)183' - 2"WALK UP LEVEL 2 (NE)112' - 0"WU ROOF LEVEL (NE)122' - 0"81' - 2"83' - 2"2' - 0"10' - 0"12' - 0"FIBER CEMENT PANEL: WHITERIBBED METAL PANEL: DARK GREYCORRUGATED METAL PANEL: DARK GREYRIBBED METAL PANEL: BLUEMANUFACTURED STONE: WHITEFIBERGLASS WINDOWALUMINUM BALCONIESLEVEL 1 (NE)100' - 0"LEVEL 2 (NE)115' - 4"LEVEL 3 (NE)126' - 10"LEVEL 4 (NE)137' - 6"LEVEL 5 (NE)148' - 2"LEVEL 6 (NE)158' - 10"ROOF LEVEL (NE)181' - 2"NE.DNE.ENE.FNE.JNE.BNE.ANE.CNE.GNE.HLEVEL 7 (NE)170' - 0"PRIMARY PARAPET (NE)183' - 2"WALK UP LEVEL 2 (NE)112' - 0"WU ROOF LEVEL (NE)122' - 0"2' - 0"11' - 2"11' - 2"10' - 8"10' - 8"10' - 8"11' - 6"15' - 4"81' - 2"83' - 2"10' - 0"12' - 0"FIBER CEMENT PANEL: WHITERIBBED METAL PANEL: DARK GREYCORRUGATED METAL PANEL: DARK GREYRIBBED METAL PANEL: BLUEFIBERGLASS WINDOWSMANUFACTURED STONE: WHITESTOREFRONTPARKING ENTRYRIBBED METAL PANEL: BLUEMANUFACTURED STONE: DARK GREYMANUFACTURED STONE: LIGHT GREYALUMINUM BALCONIESPROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLAN4/25/2024 3:50:21 PMA300-NEEXTERIOR ELEVATIONS -EAST ANDWESTProject NumberESG ESG03/28/24ENCLAVE MIXED-USEDEVELOPMENT ON FRANCEENCLAVEMIXED-USEDEVELOPMENTON FRANCEEDINA, MNPUD SUBMISSION4/26/20243/32" = 1'-0"A300-NE1EAST ELEVATION3/32" = 1'-0"A300-NE2WEST ELEVATIONNo. DescriptionDateSubmitted 4/26/2024 Planning Department LEVEL 1 (NE)100' - 0"LEVEL 2 (NE)115' - 4"LEVEL 3 (NE)126' - 10"LEVEL 4 (NE)137' - 6"LEVEL 5 (NE)148' - 2"LEVEL 6 (NE)158' - 10"ROOF LEVEL (NE)181' - 2"E.2E.0E.3E.4E.5E.6E.7E.8E.9E.10E.11E.12E.1LEVEL 7 (NE)170' - 0"PRIMARY PARAPET (NE)183' - 2"WALK UP LEVEL 2 (NE)112' - 0"WU ROOF LEVEL (NE)122' - 0"15' - 4"11' - 6"10' - 8"10' - 8"10' - 8"11' - 2"11' - 2"2' - 0"12' - 0"10' - 0"83' - 2"81' - 2"FIBER CEMENT PANEL: WHITERIBBED METAL PANEL: DARK GREYCORRUGATED METAL PANEL: DARK GREYRIBBED METAL PANEL: BLUEFIBERGLASS WINDOWSMANUFACTURED STONE: WHITEMANUFACTURED STONE: DARK GREYMANUFACTURED STONE: LIGHT GREYPOTENTIAL MURAL LOCATIONALUMINUM BALCONIESLEVEL 1 (NE)100' - 0"LEVEL 2 (NE)115' - 4"LEVEL 3 (NE)126' - 10"LEVEL 4 (NE)137' - 6"LEVEL 5 (NE)148' - 2"LEVEL 6 (NE)158' - 10"ROOF LEVEL (NE)181' - 2"E.2E.0E.3E.4E.5E.6E.7E.8E.9E.10E.11E.12E.1LEVEL 7 (NE)170' - 0"2' - 0"11' - 2"11' - 2"10' - 8"10' - 8"10' - 8"11' - 6"15' - 4"81' - 2"PRIMARY PARAPET (NE)183' - 2"WALK UP LEVEL 2 (NE)112' - 0"WU ROOF LEVEL (NE)122' - 0"10' - 0"12' - 0"83' - 2"FIBER CEMENT PANEL: WHITERIBBED METAL PANEL: BLUECORRUGATED METAL PANEL: DARK GREYRIBBED METAL PANEL: BLUEFIBERGLASS WINDOWSALUMINUM BALCONIESSTOREFRONTMANUFACTURED STONE: WHITEFIBER CEMENT PANEL: WHITEFIBER CEMENT PANEL: LIGHT GREYWALK-UP TWO-STORY UNITSPROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLAN4/25/2024 3:50:21 PMA301-NEEXTERIOR ELEVATIONS -NORTHAND SOUTHProject NumberESG ESG03/28/24ENCLAVE MIXED-USEDEVELOPMENT ON FRANCEENCLAVEMIXED-USEDEVELOPMENTON FRANCEEDINA, MNPUD SUBMISSION4/26/20243/32" = 1'-0"A301-NE1NORTH ELEVATION3/32" = 1'-0"A301-NE2SOUTH ELEVATIONNo. DescriptionDateSubmitted 4/26/2024 Planning Department LEVEL 1100' - 0"LEVEL 2 (NW)115' - 4"LEVEL 3 (NW)130' - 8"LEVEL 4 (NW)141' - 4"LEVEL 5 (NW)152' - 0"LEVEL 6 (NW)162' - 8"ROOF LEVEL (NW)184' - 0"2' - 0"10' - 8"10' - 8"10' - 8"10' - 8"10' - 8"15' - 4"15' - 4"LEVEL 7 (NW)173' - 4"W.3W.4W.1W.6W.2W.584' - 0"TOP OF PARAPET186' - 0"86' - 0"FIBER CEMENT PANEL: WHITERIBBED METAL PANEL: BLUEFIBERGLASS WINDOWALUMINUM BALCONIESMANUFACTURED STONE: WHITEMANUFACTURED STONE: LIGHT GREYRIBBED METAL PANEL: BLUEMANUFACTURED STONE: DARK GREYFIBER CEMENT PANEL: WHITEMANUFACTURED STONE: LIGHT GREYSTOREFRONTLEVEL 1100' - 0"LEVEL 2 (NW)115' - 4"LEVEL 3 (NW)130' - 8"LEVEL 4 (NW)141' - 4"LEVEL 5 (NW)152' - 0"LEVEL 6 (NW)162' - 8"ROOF LEVEL (NW)184' - 0"LEVEL 7 (NW)173' - 4"W.3W.4W.1W.6W.2W.52' - 0"10' - 8"10' - 8"10' - 8"10' - 8"10' - 8"15' - 4"15' - 4"TOP OF PARAPET186' - 0"84' - 0"86' - 0"BRICK: LIGHT GREYALUMINUM WINDOWSALUMINUM BALCONIESSTOREFRONTRIBBED METAL PANEL: BLUEMANUFACTURED STONE: WHITEPROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLAN4/25/2024 3:52:56 PMA300-NWEXTERIOR ELEVATIONS223701.00ESG ESG03/22/24ENCLAVE MIXED-USEDEVELOPMENT ON FRANCEENCLAVEMIXED-USEDEVELOPMENTON FRANCEEDINA, MNPUD SUBMISSION4/26/20243/32" = 1'-0"A300-NW1EAST ELEVATION3/32" = 1'-0"A300-NW2WEST ELEVATIONNo. DescriptionDateSubmitted 4/26/2024 Planning Department EXTERIOR MATERIALSMANUFACTURED STONE: WHITEMANUFACTURED STONE: DARK GREYWOOD LOOK PLANKS AT WALK OUT TERRACESFIBER CEMENT PANEL: DARK GREYFIBER CEMENT PANEL: LIGHT GREYFIBER CEMENT PANEL: WHITEPROFILED METAL PANEL: DARK GREYFLAT METAL PANEL: DARK GREYPROFILED METAL PANEL: BLUEPROFILED METAL PANEL: WHITEMANUFACTURED STONE: LIGHT GREYGREEN WALL AT PARKING GARAGE(NW, NE, SE BUILDINGS)PATTERNED PRECAST AT PARKING GARAGE: WHITEPATTERNED PRECAST AT PARKING GARAGE: DARK GREYPATTERNED PRECAST AT PARKING GARAGE: LIGHT GREYBRICK: LIGHT GREYPROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLAN4/25/2024 3:42:55 PMA400EXTERIOR MATERIALS (SE/NE/NWBUILDINGS)223701.00ESG ESG03/29/24ENCLAVE MIXED-USEDEVELOPMENT ON FRANCEENCLAVEMIXED-USEDEVELOPMENTON FRANCEEDINA, MNPUD SUBMISSION4/26/2024No. DescriptionDateSubmitted 4/26/2024 Planning Department A401Submitted 4/26/2024 Planning Department PROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLAN5/30/2024 1:08:48 PMA501RENDERINGS223701.00ESG ESG03/29/24ENCLAVE MIXED-USEDEVELOPMENT ON FRANCEENCLAVEMIXED-USEDEVELOPMENTON FRANCEEDINA, MNPUD SUBMISSION4/26/2024OVERALL VIEW - EASTNE CORNER - NE BUILDINGCENTRAL PROMENADECENTRAL PROMENADENo. DescriptionDateUpdated 5/30/24 PROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLAN5/30/2024 1:08:58 PMA502RENDERINGS223701.00ESG ESG03/29/24ENCLAVE MIXED-USEDEVELOPMENT ON FRANCEENCLAVEMIXED-USEDEVELOPMENTON FRANCEEDINA, MNPUD SUBMISSION4/26/2024OVERALL VIEW - SOUTHGALLAGHER DRIVEINNER NORTH/SOUTH STREET - NORTHINNER NORTH/SOUTH STREET - SOUTHNo. DescriptionDateUpdated 5/30/24 PROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLAN5/30/2024 1:09:07 PMA503RENDERINGS223701.00ESG ESG03/29/24ENCLAVE MIXED-USEDEVELOPMENT ON FRANCEENCLAVEMIXED-USEDEVELOPMENTON FRANCEEDINA, MNPUD SUBMISSION4/26/2024OVERALL VIEW - WESTFRANCE AVE AND GALLAGHER DRIVEFRANCE AVEFRANCE AVE - NW CORNERNo. DescriptionDateUpdated 5/30/24 PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLAN4/25/2024 3:42:57 PMA500AERIAL VIEWS223701.00ESG ESG04/05/24ENCLAVE MIXED-USEDEVELOPMENT ON FRANCEENCLAVEMIXED-USEDEVELOPMENTON FRANCEEDINA, MNPUD SUBMISSION4/26/2024AERIAL - NW CORNERAERIAL - SW CORNERAERIAL - NE CORNERAERIAL - SE CORNERNo. DescriptionDateSubmitted 4/26/2024 Planning Department FRANCE AVE. S (COUNTY RD. NO. 17)LOT 3 PROPOSED RESIDENTIAL BUILDINGGSF : 57,000FFE: 860.5PROPOSED BUILDINGGSF : 31,000FFE: 860.5PROPOSED BUILDINGGSF : 38,000FFE: 860.5PROPOSED RESIDENTIAL BUILDINGGSF : 51,000FFE: 860.50.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.20.20.20.20.10.10.10.10.20.30.30.30.30.20.20.10.10.10.10.20.30.40.50.40.40.20.20.10.10.10.10.10.10.10.30.50.70.70.70.60.40.20.10.10.20.30.20.10.20.60.10.10.30.71.01.21.20.90.60.30.22.11.40.40.20.52.30.10.20.40.91.41.91.91.40.80.40.310.73.20.60.20.52.60.10.20.51.01.92.73.02.01.00.50.32.61.60.40.20.30.80.20.10.10.20.51.12.13.23.52.31.10.50.30.30.40.20.10.20.21.60.30.10.20.51.11.92.62.81.90.90.50.30.20.30.20.10.20.35.50.60.10.10.20.40.91.41.71.71.20.70.50.51.41.00.40.20.41.32.21.60.50.10.10.20.40.70.91.01.00.70.60.82.09.62.90.60.20.62.910.42.10.70.20.10.10.20.30.50.60.60.60.50.51.25.83.71.90.50.20.41.52.74.90.90.20.10.10.20.30.40.40.40.40.30.40.82.60.40.40.20.10.20.82.07.81.90.60.10.10.10.10.20.30.30.30.20.20.20.30.40.10.10.10.10.20.62.30.30.20.10.10.10.10.20.20.20.20.20.10.10.10.10.10.10.62.17.90.10.10.10.10.10.10.20.20.20.20.10.10.10.10.10.41.22.90.10.10.10.20.20.20.20.10.10.10.10.10.41.43.90.10.10.10.20.20.20.20.20.10.10.10.10.10.41.67.30.10.10.20.20.30.30.20.20.10.10.10.10.10.20.70.10.10.20.30.40.40.30.30.20.10.10.20.20.10.10.10.30.40.50.60.50.40.30.20.20.51.20.10.20.30.60.80.90.80.70.40.30.31.15.20.10.20.40.71.11.41.41.10.70.40.41.03.60.10.20.40.91.52.22.41.70.90.40.30.40.70.10.20.41.01.92.93.42.41.20.50.30.20.20.10.10.41.01.92.93.42.41.20.50.20.20.20.10.10.40.91.62.22.41.70.90.40.20.10.10.10.10.10.10.30.71.11.41.41.10.60.30.20.10.10.30.20.10.10.20.50.50.10.10.30.50.70.80.80.70.40.20.10.10.12.10.40.10.10.52.24.20.10.10.20.40.50.50.50.40.30.20.10.10.16.62.20.50.10.10.63.39.60.10.20.30.30.40.30.30.20.10.10.20.85.18.82.00.30.10.10.10.10.31.57.96.41.00.61.20.70.20.10.10.31.00.10.32.88.62.00.10.10.64.39.12.40.40.10.10.10.20.20.20.20.20.10.10.10.20.72.43.11.40.40.10.10.10.10.31.12.92.60.90.30.30.20.10.10.10.20.10.31.12.00.90.30.20.62.13.21.60.40.10.10.10.20.20.20.20.20.10.10.10.20.40.70.80.60.30.20.10.10.10.20.50.80.70.40.20.10.10.10.10.10.20.40.50.40.20.20.30.70.80.60.30.20.10.10.10.20.40.40.40.30.20.20.20.40.50.50.40.30.30.40.40.30.20.20.30.40.30.20.10.10.10.10.20.20.10.10.10.10.30.40.40.30.20.20.30.40.50.50.30.20.10.10.10.30.81.41.00.40.20.20.41.01.40.90.40.30.61.21.40.70.40.40.80.80.40.20.10.10.20.50.80.80.40.10.10.20.51.31.40.70.30.20.20.41.01.50.90.30.10.10.52.35.03.00.70.20.20.72.94.92.30.50.31.04.04.71.60.40.83.43.81.10.40.20.20.51.53.73.80.80.20.10.21.14.14.91.60.30.10.20.73.05.32.40.50.12.21.10.30.20.93.89.42.30.50.30.94.32.61.40.50.20.40.92.81.20.40.10.10.28.01.60.40.10.10.90.30.10.20.10.10.10.10.51.20.11.413.80.10.83.10.20.20.20.11.30.20.13.40.30.30.10.90.23.51.10.30.20.10.10.42.26.92.47.11.50.30.10.50.10.10.20.81.40.81.50.80.32.60.30.10.20.30.20.10.10.67.68.71.80.60.22.30.30.10.31.32.24.96.88.10.410.13.00.60.10.40.10.10.30.71.11.00.32.11.20.40.10.10.10.10.10.30.30.10.10.10.10.70.10.73.62.00.20.10.30.30.1PRELIMINARY SET Submitted 4/26/2024 Planning Department S89°54'37"W 610.00S0°11'54"E1.60S89°54'37"W14.25S15°55' 4 8 " W 5 2 7 . 0 3 N89°48'06"E 770.66N0°11'54"W 506.70 FRANCE AVE. S (COUNTY RD. NO. 17)LOT 3 RIM=859.54 INV=RIM=857.78INV=RIM=854.02INV=RIM=859.15INV= RIM=859.05 INV= RIM=853.92INV=RIM=854.29INV=RIM=856.32INV=RIM=853.50INV=RIM=854.87INV=RIM=861.81INV=536870955859.54MHST536870991857.78MHS536871557859.15CBE536871576859.05CBE536871694854.29CBE536872008856.32MHST536872018853.50MHST536872019854.87MHST536872022861.81MHS60056852.83CBC STM E60228851.45CBC60316857.10CBC60326857.17MHST72282852.45MHST72283851.50CBE72284851.61CBE72285851.60CBE72295851.91MHST72296852.02MHST72312852.53MHST72348853.75CBE72357854.69CBE72441851.75CBE72476852.72CBC72478851.87CBE72563858.90MHST72564858.45CBE72574857.81CBE72871855.05MHSLEGENDREMOVE AND DISPOSE OF ASPHALT. SCRAPE GRAVEL BASEIF PRESENT AND EVALUATE FOR SALVAGE AND RE-USE.PROTECT EXISTING PAVEMENTPROTECT TREE IN PLACE, SEE DETAIL ONSHEET L504REMOVE AND DISPOSE OF EXISTING ASPHALT TRAIL. SCRAPEGRAVEL BASE AND EVALUATE FOR SALVAGE AND RE-USEREMOVE AND DISPOSE EXISTING TREE, CUT STUMPFLUSH TO GROUNDSCRAPE GRAVEL BASE AND EVALUATE FORSALVAGE AND RE-USESELECT TREE TRIMMING AND GRUBBING WITHIN TRAILALIGNMENT. PROTECT & PRESERVE MATURE TREES.CONTRACTOR MUST CONFIRM FINAL TRAIL ALIGNMENTAND CLEARING EXTENTS PRIOR TO CONSTRUCTION.File Location: N:\2023\23192_7235 France Avenue South\_WORKING\AUTOCAD\SHEETS\23192 L110 Demo Plan / SAVE DATE: 4/8/2024 11:58 AM BY: ahanson / PLOT DATE: 4/25/2024 10:00 AM BY: Mamata Guragain LANDSCAPE ARCHITECTCONFLUENCEwww.thinkconfluence.com901 North Third Street, Suite 225Minneapolis, MN 55401612.333.3702CONSULTANT ROLECONSULTANT FIRM NAMECONSULTANT ADDRESSCONSULTANT ADDRESSXXX.XXX.XXXXPRELIMINARYNOT FORCONSTRUCTIONNo. DateDescription01 04/26/2024PUD SUBMISSIONRevision ScheduleProject NumberIssueDate23192000002024-04-26COPYRIGHT © 2024 BY CONFLUENCEENCLAVE MIXED-USE DEVELOPMENT ON FRANCE EDINA, MN 55435 CONSULTANT ROLECONSULTANT FIRM NAMECONSULTANT ADDRESSCONSULTANT ADDRESSXXX.XXX.XXXXCONSULTANT ROLECONSULTANT FIRM NAMECONSULTANT ADDRESSCONSULTANT ADDRESSXXX.XXX.XXXXCONSULTANT ROLECONSULTANT FIRM NAMECONSULTANT ADDRESSCONSULTANT ADDRESSXXX.XXX.XXXXMC Y K THE LINE SHOWN ABOVE ISEXACTLY ONE INCH LONG AT THISSHEET'S ORIGINAL PAGE SIZETHE SQUARES ABOVE ARE COLOR,WITH BLACK AND WHITE LETTERS,IF PRINTED CORRECTLY1 234ABCDDEMO PLANL11030'60'15'0'DEMO PLAN1L110Submitted 4/26/2024 Planning Department File Location: N:\2023\23192_7235 France Avenue South\_WORKING\AUTOCAD\SHEETS\23192 L100 Layout Plan / SAVE DATE: 4/24/2024 4:30 PM BY: mguragain / PLOT DATE: 4/25/2024 10:00 AM BY: Mamata Guragain LANDSCAPE ARCHITECTCONFLUENCEwww.thinkconfluence.com901 North Third Street, Suite 225Minneapolis, MN 55401612.333.3702CONSULTANT ROLECONSULTANT FIRM NAMECONSULTANT ADDRESSCONSULTANT ADDRESSXXX.XXX.XXXXPRELIMINARYNOT FORCONSTRUCTIONNo. DateDescription01 04/26/2024PUD SUBMISSIONRevision ScheduleProject NumberIssueDate23192000002024-04-26COPYRIGHT © 2024 BY CONFLUENCEENCLAVE MIXED-USE DEVELOPMENT ON FRANCE EDINA, MN 55435 CONSULTANT ROLECONSULTANT FIRM NAMECONSULTANT ADDRESSCONSULTANT ADDRESSXXX.XXX.XXXXCONSULTANT ROLECONSULTANT FIRM NAMECONSULTANT ADDRESSCONSULTANT ADDRESSXXX.XXX.XXXXCONSULTANT ROLECONSULTANT FIRM NAMECONSULTANT ADDRESSCONSULTANT ADDRESSXXX.XXX.XXXXMC Y K THE LINE SHOWN ABOVE ISEXACTLY ONE INCH LONG AT THISSHEET'S ORIGINAL PAGE SIZETHE SQUARES ABOVE ARE COLOR,WITH BLACK AND WHITE LETTERS,IF PRINTED CORRECTLY1 234ABCDOVERALL PLANINTENT RENDERINGLS200OVERALL PLAN INTENT RENDERING 1LS200Submitted 4/26/2024 Planning Department FRANCE AVE. S (COUNTY RD. NO. 17)RIM=859.54 INV=RIM=857.78INV=RIM=854.02INV=RIM=859.15 INV= RIM=859.05 INV= RIM=853.92INV=RIM=854.29INV=RIM=856.32INV=RIM=853.50INV=RIM=854.87INV=S89°54'37"W 610.00S0°11'54"E1.60S89°54'37"W14.25S15°5 5 ' 4 8 " W 5 2 7 . 0 3 N89°48'06"E 770.66N0°11'54"W 506.70 60056852.83CBC STM ELOT 2PROPOSED BUILDINGGSF : 60,000FFE: 860.5LOT 1PROPOSED BUILDINGGSF : 28,910FFE: 860.5LOT 4PROPOSED BUILDINGGSF : 37,204FFE: 860.5LOT 3PROPOSED BUILDING GSF : 49,102FFE: 860.5LARGE VEHICLE TEMPORARY PARKING LARGE VEHICLE TEMPORARY PARKING FIRE ACCESS LANE (20'x150')FIR E A C C E S S R O A D T U R N A R O U N DFIRE ACCESS LANEFIRE ACCESS AREAX XXXNORTHWEST BUILDINGNORTHEAST BUILDINGSOUTHEAST BUILDINGSOUTHWEST BUILDINGFRANCE AVE 01LS21201LS21301LS21101LS214File Location: N:\2023\23192_7235 France Avenue South\_WORKING\AUTOCAD\SHEETS\23192 L100 Layout Plan / SAVE DATE: 4/24/2024 4:30 PM BY: mguragain / PLOT DATE: 4/25/2024 10:00 AM BY: Mamata Guragain LANDSCAPE ARCHITECTCONFLUENCEwww.thinkconfluence.com901 North Third Street, Suite 225Minneapolis, MN 55401612.333.3702CONSULTANT ROLECONSULTANT FIRM NAMECONSULTANT ADDRESSCONSULTANT ADDRESSXXX.XXX.XXXXPRELIMINARYNOT FORCONSTRUCTIONNo. DateDescription01 04/26/2024PUD SUBMISSIONRevision ScheduleProject NumberIssueDate23192000002024-04-26COPYRIGHT © 2024 BY CONFLUENCEENCLAVE MIXED-USE DEVELOPMENT ON FRANCE EDINA, MN 55435 CONSULTANT ROLECONSULTANT FIRM NAMECONSULTANT ADDRESSCONSULTANT ADDRESSXXX.XXX.XXXXCONSULTANT ROLECONSULTANT FIRM NAMECONSULTANT ADDRESSCONSULTANT ADDRESSXXX.XXX.XXXXCONSULTANT ROLECONSULTANT FIRM NAMECONSULTANT ADDRESSCONSULTANT ADDRESSXXX.XXX.XXXXMC Y K THE LINE SHOWN ABOVE ISEXACTLY ONE INCH LONG AT THISSHEET'S ORIGINAL PAGE SIZETHE SQUARES ABOVE ARE COLOR,WITH BLACK AND WHITE LETTERS,IF PRINTED CORRECTLY1 234ABCDSITE LAYOUT PLANLS21030'60'15'0'SITE LAYOUT PLAN1LS210Submitted 4/26/2024 Planning Department FRANCE AVE. S (COUNTY RD. NO. 17)RIM=856.32INV=RIM=854.87INV=S89°54'37"W 610.00N0°11'54"W 506.70 LOT 4PROPOSED BUILDINGGSF : 37,204FFE: 860.5LARGE VEHICLE TEMPORARY PARKING LARGE VEHICLE TEMPORARY PARKINGSOUTHWEST BUILDINGFRANCE AVESHEET LS211SHEET LS214SHEET LS212 SHEET LS211 SHEET LS213 SHEET LS21101LS2111132333333 555555555555566667A7B86KEYNOTE / REFERENCE NOTECONCRETE PAVEMENTDECORATIVE CONCRETE PAVEMENTLAWN (IRRIGATED)ARTIFICIAL LAWNPLANT BED (IRRIGATED)SEAT WALL FEATUREPRIVACY WALLLANDSCAPE WALL (RETAINING)STAIRS W/HANDRAILSART MOMENTTERRACE FEATURE W/SEATINGDOG PARK W/FENCE ENCLOSUREFLEXIBLE SEATING AREA1234567A891011127BFile Location: N:\2023\23192_7235 France Avenue South\_WORKING\AUTOCAD\SHEETS\23192 L100 Layout Plan / SAVE DATE: 4/24/2024 4:30 PM BY: mguragain / PLOT DATE: 4/25/2024 10:00 AM BY: Mamata Guragain LANDSCAPE ARCHITECTCONFLUENCEwww.thinkconfluence.com901 North Third Street, Suite 225Minneapolis, MN 55401612.333.3702CONSULTANT ROLECONSULTANT FIRM NAMECONSULTANT ADDRESSCONSULTANT ADDRESSXXX.XXX.XXXXPRELIMINARYNOT FORCONSTRUCTIONNo. DateDescription01 04/26/2024PUD SUBMISSIONRevision ScheduleProject NumberIssueDate23192000002024-04-26COPYRIGHT © 2024 BY CONFLUENCEENCLAVE MIXED-USE DEVELOPMENT ON FRANCE EDINA, MN 55435 CONSULTANT ROLECONSULTANT FIRM NAMECONSULTANT ADDRESSCONSULTANT ADDRESSXXX.XXX.XXXXCONSULTANT ROLECONSULTANT FIRM NAMECONSULTANT ADDRESSCONSULTANT ADDRESSXXX.XXX.XXXXCONSULTANT ROLECONSULTANT FIRM NAMECONSULTANT ADDRESSCONSULTANT ADDRESSXXX.XXX.XXXXMC Y K THE LINE SHOWN ABOVE ISEXACTLY ONE INCH LONG AT THISSHEET'S ORIGINAL PAGE SIZETHE SQUARES ABOVE ARE COLOR,WITH BLACK AND WHITE LETTERS,IF PRINTED CORRECTLY1 234ABCDLAYOUTENLARGEMENTPLANLS211GENERAL NOTESA. SOME OF OUR PROJECTS MIGHT HAVE GENERAL NOTES ON THESHEETS, OTHER PROJECTS MIGHT HAVE A SEPARATE GENERALNOTES PAGE. COORDINATE WITH THE PROJECT MANAGER.B. GENERAL NOTES SHOULD BE LETTERED. KEYNOTES HAVENUMBERS.20'40'10'0'LAYOUT ENLARGEMENT PLAN1LS211Submitted 4/26/2024 Planning Department RIM=854.02INV=S89°54'37"W 610.00S0°11'54"E1.60S89°54'37"W14.25S15°5 5 ' 4 8 " W 5 2 7 . 0 3 60056852.83CBC STM ELOT 3PROPOSED BUILDING GSF : 49,102FFE: 860.5LARGE VEHICLE TEMPORARY PARKING FIR E A C C E S S R O A D T U R N A R O U N DFIRE ACCESS AREASOUTHEAST BUILDINGSHEET LS212SHEET LS213SHEET LS212SHEET LS211 SHEET LS213SHEET LS211 LS21211223355555555555557B121238KEYNOTE / REFERENCE NOTECONCRETE PAVEMENTDECORATIVE CONCRETE PAVEMENTLAWN (IRRIGATED)ARTIFICIAL LAWNPLANT BED (IRRIGATED)SEAT WALL FEATUREPRIVACY WALLLANDSCAPE WALL (RETAINING)STAIRS W/HANDRAILSART MOMENTTERRACE FEATURE W/SEATINGDOG PARK W/FENCE ENCLOSUREFLEXIBLE SEATING AREA1234567A891011127BFile Location: N:\2023\23192_7235 France Avenue South\_WORKING\AUTOCAD\SHEETS\23192 L100 Layout Plan / SAVE DATE: 4/24/2024 4:30 PM BY: mguragain / PLOT DATE: 4/25/2024 10:01 AM BY: Mamata Guragain LANDSCAPE ARCHITECTCONFLUENCEwww.thinkconfluence.com901 North Third Street, Suite 225Minneapolis, MN 55401612.333.3702CONSULTANT ROLECONSULTANT FIRM NAMECONSULTANT ADDRESSCONSULTANT ADDRESSXXX.XXX.XXXXPRELIMINARYNOT FORCONSTRUCTIONNo. DateDescription01 04/26/2024PUD SUBMISSIONRevision ScheduleProject NumberIssueDate23192000002024-04-26COPYRIGHT © 2024 BY CONFLUENCEENCLAVE MIXED-USE DEVELOPMENT ON FRANCE EDINA, MN 55435 CONSULTANT ROLECONSULTANT FIRM NAMECONSULTANT ADDRESSCONSULTANT ADDRESSXXX.XXX.XXXXCONSULTANT ROLECONSULTANT FIRM NAMECONSULTANT ADDRESSCONSULTANT ADDRESSXXX.XXX.XXXXCONSULTANT ROLECONSULTANT FIRM NAMECONSULTANT ADDRESSCONSULTANT ADDRESSXXX.XXX.XXXXMC Y K THE LINE SHOWN ABOVE ISEXACTLY ONE INCH LONG AT THISSHEET'S ORIGINAL PAGE SIZETHE SQUARES ABOVE ARE COLOR,WITH BLACK AND WHITE LETTERS,IF PRINTED CORRECTLY1 234ABCDLAYOUTENLARGEMENTPLANLS21220'40'10'0'LAYOUT ENLARGEMENT PLAN1LS212RESTAURANT PATIOPLANT BED DESIGN /PROGRAM TO BECOORDINATED WITHCENTENNIAL LAKESNATIVE PLANTINGADJACENT TO PROPERTYRESIDENTIAL PATIOSSubmitted 4/26/2024 Planning Department RIM=859.54 INV=RIM=857.78INV=RIM=859.15INV=RIM=859.05INV= S15°5 5 ' 4 8 " W 5 2 7 . 0 3 N89°48'06"E 770.66LOT 2PROPOSED BUILDINGGSF : 60,000FFE: 860.5LARGE VEHICLETEMPORARY PARKINGLARGE VEHICLE TEMPORARY PARKING FIRE ACCESS LANE (20'x150')FIR E A C C E S S R O A D T U R N A R O U N DFIRE ACCESS LANENORTHEAST BUILDINGSHEET LS212SHEET LS213SHEET LS213SHEET LS211 SHEET LS213SHEET LS214 11122222455555555555555555555555555555555666666616551144412121167B7A7A7A7A7A7A7A7A7A7A7A7A7A7A7A56367B5558KEYNOTE / REFERENCE NOTECONCRETE PAVEMENTDECORATIVE CONCRETE PAVEMENTLAWN (IRRIGATED)ARTIFICIAL LAWNPLANT BED (IRRIGATED)SEAT WALL FEATUREPRIVACY WALLLANDSCAPE WALL (RETAINING)STAIRS W/HANDRAILSART MOMENTTERRACE FEATURE W/SEATINGDOG PARK W/FENCE ENCLOSUREFLEXIBLE SEATING AREA1234567A891011127BFile Location: N:\2023\23192_7235 France Avenue South\_WORKING\AUTOCAD\SHEETS\23192 L100 Layout Plan / SAVE DATE: 4/24/2024 4:30 PM BY: mguragain / PLOT DATE: 4/25/2024 10:01 AM BY: Mamata Guragain LANDSCAPE ARCHITECTCONFLUENCEwww.thinkconfluence.com901 North Third Street, Suite 225Minneapolis, MN 55401612.333.3702CONSULTANT ROLECONSULTANT FIRM NAMECONSULTANT ADDRESSCONSULTANT ADDRESSXXX.XXX.XXXXPRELIMINARYNOT FORCONSTRUCTIONNo. DateDescription01 04/26/2024PUD SUBMISSIONRevision ScheduleProject NumberIssueDate23192000002024-04-26COPYRIGHT © 2024 BY CONFLUENCEENCLAVE MIXED-USE DEVELOPMENT ON FRANCE EDINA, MN 55435 CONSULTANT ROLECONSULTANT FIRM NAMECONSULTANT ADDRESSCONSULTANT ADDRESSXXX.XXX.XXXXCONSULTANT ROLECONSULTANT FIRM NAMECONSULTANT ADDRESSCONSULTANT ADDRESSXXX.XXX.XXXXCONSULTANT ROLECONSULTANT FIRM NAMECONSULTANT ADDRESSCONSULTANT ADDRESSXXX.XXX.XXXXMC Y K THE LINE SHOWN ABOVE ISEXACTLY ONE INCH LONG AT THISSHEET'S ORIGINAL PAGE SIZETHE SQUARES ABOVE ARE COLOR,WITH BLACK AND WHITE LETTERS,IF PRINTED CORRECTLY1 234ABCDLAYOUTENLARGEMENTPLANLS21320'40'10'0'LAYOUT ENLARGEMENT PLAN1LS213RESTAURANT PATIOPLANT BED DESIGN /PROGRAM TO BECOORDINATED WITHCENTENNIAL LAKESNATIVE PLANTINGADJACENT TO PROPERTYRESIDENTIAL PATIOSPLANT BED DESIGN /PROGRAM TO BECOORDINATED WITHCENTENNIAL LAKESNATIVE PLANTINGADJACENT TO PROPERTYRESIDENTIAL PATIOSRESIDENTIAL PATIOSRESIDENTIAL PATIOSRESIDENTIAL PATIOSRESIDENTIAL PATIOSRESIDENTIAL PATIOSEXISTING PROMENADETRAILSubmitted 4/26/2024 Planning Department FRANCE AVE. S (COUNTY RD. NO. 17)RIM=853.92INV=RIM=854.29INV=RIM=853.50INV=N89°48'06"E 770.66LOT 1PROPOSED BUILDINGGSF : 28,910FFE: 860.5LARGE VEHICLE TEMPORARY PARKING LARGE VEHICLE TEMPORARY PARKING X XXXXXNORTHWEST BUILDINGFRANCE AVESHEET LS211SHEET LS214SHEET LS213 SHEET LS211 SHEET LS213 SHEET LS21401LS21411112245555555555556667B10981121 11337B855558121212121232DNDNKEYNOTE / REFERENCE NOTECONCRETE PAVEMENTDECORATIVE CONCRETE PAVEMENTLAWN (IRRIGATED)ARTIFICIAL LAWNPLANT BED (IRRIGATED)SEAT WALL FEATUREPRIVACY WALLLANDSCAPE WALL (RETAINING)STAIRS W/HANDRAILSART MOMENTTERRACE FEATURE W/SEATINGDOG PARK W/FENCE ENCLOSUREFLEXIBLE SEATING AREA1234567A891011127BFile Location: N:\2023\23192_7235 France Avenue South\_WORKING\AUTOCAD\SHEETS\23192 L100 Layout Plan / SAVE DATE: 4/24/2024 4:30 PM BY: mguragain / PLOT DATE: 4/25/2024 10:01 AM BY: Mamata Guragain LANDSCAPE ARCHITECTCONFLUENCEwww.thinkconfluence.com901 North Third Street, Suite 225Minneapolis, MN 55401612.333.3702CONSULTANT ROLECONSULTANT FIRM NAMECONSULTANT ADDRESSCONSULTANT ADDRESSXXX.XXX.XXXXPRELIMINARYNOT FORCONSTRUCTIONNo. DateDescription01 04/26/2024PUD SUBMISSIONRevision ScheduleProject NumberIssueDate23192000002024-04-26COPYRIGHT © 2024 BY CONFLUENCEENCLAVE MIXED-USE DEVELOPMENT ON FRANCE EDINA, MN 55435 CONSULTANT ROLECONSULTANT FIRM NAMECONSULTANT ADDRESSCONSULTANT ADDRESSXXX.XXX.XXXXCONSULTANT ROLECONSULTANT FIRM NAMECONSULTANT ADDRESSCONSULTANT ADDRESSXXX.XXX.XXXXCONSULTANT ROLECONSULTANT FIRM NAMECONSULTANT ADDRESSCONSULTANT ADDRESSXXX.XXX.XXXXMC Y K THE LINE SHOWN ABOVE ISEXACTLY ONE INCH LONG AT THISSHEET'S ORIGINAL PAGE SIZETHE SQUARES ABOVE ARE COLOR,WITH BLACK AND WHITE LETTERS,IF PRINTED CORRECTLY1 234ABCDLAYOUTENLARGEMENTPLANLS21420'40'10'0'LAYOUT ENLARGEMENT PLAN1LS214RESTAURANT PATIORESTAURANT PATIOSubmitted 4/26/2024 Planning Department LARGE VEHICLE TEMPORARY PARKING LARGE VEHICLE TEMPORARY PARKING FIRE ACCESS LANE (20'x150')FIR E A C C E S S R O A D T U R N A R O U N DFIRE ACCESS LANEFIRE ACCESS AREAX XXXFRANCE AVE. S (COUNTY RD. NO. 17)LOT 3 01LP40201LP40301LP40101LP404LARGE VEHICLE TEMPORARY PARKING LARGE VEHICLE TEMPORARY PARKING FIRE ACCESS LANE (20'x150')FIR E A C C E S S R O A D T U R N A R O U N DFIRE ACCESS LANEFIRE ACCESS AREAX XXXFRANCE AVE. S (COUNTY RD. NO. 17)LOT 3 (2) Tc(1) Gi(1) Ca(1) Ca(1) Gi(1) Ag(4) Qr(1) Gi(3) Ag(1) Ag(1) Ag(3) Tc(4) Qr(4) Ag(1) Gd(1) Gd(2) Bp(2) Bp(1) Ca(1) Ca(1) Ca(1) Ca(2) Ca(1) Tc2(2) Ca(2) Ca(1) Ca(1) Ca(4) Ca(2) Ag(2) Bp(2) Gd(3) Qr(1) Gi(3) Pa(1) Tc2(2) Ag(1) Co(1) Bp(2) Ag(1) Ca(1) Co(1) Ag(2) Tc2(1) Ca(1) Co(2) Gi(3) Ca(1) Ca(1) Ag(2) Ag(1) Ca(2) Gd(1) Ca(1) Pa(1) Tc2(1) Ag(1) Ca(2) Tc2(1) Ag(2) Ag(1) Gd(1) Pa(1) Gd(1) Ag(1) Ca(1) Ag(3) Bp(2) Ag(1) Gi(1) Ag(1) Ag(1) Gi(1) Ca(1) Ca(1) Ca(1) Ca(1) Ca(1) Ca(1) Ca(1) Ca(1) Ag(6) Bp(2) Co(2) Gd(3) Tc(2) Ca(3) AgFile Location: N:\2023\23192_7235 France Avenue South\_WORKING\AUTOCAD\SHEETS\23192 L400 Planting Plan / SAVE DATE: 4/24/2024 5:14 PM BY: mguragain / PLOT DATE: 4/25/2024 10:01 AM BY: Mamata Guragain LANDSCAPE ARCHITECTCONFLUENCEwww.thinkconfluence.com901 North Third Street, Suite 225Minneapolis, MN 55401612.333.3702CONSULTANT ROLECONSULTANT FIRM NAMECONSULTANT ADDRESSCONSULTANT ADDRESSXXX.XXX.XXXXPRELIMINARYNOT FORCONSTRUCTIONNo. DateDescription01 04/26/2024PUD SUBMISSIONRevision ScheduleProject NumberIssueDate23192000002024-04-26COPYRIGHT © 2024 BY CONFLUENCEENCLAVE MIXED-USE DEVELOPMENT ON FRANCE EDINA, MN 55435 CONSULTANT ROLECONSULTANT FIRM NAMECONSULTANT ADDRESSCONSULTANT ADDRESSXXX.XXX.XXXXCONSULTANT ROLECONSULTANT FIRM NAMECONSULTANT ADDRESSCONSULTANT ADDRESSXXX.XXX.XXXXCONSULTANT ROLECONSULTANT FIRM NAMECONSULTANT ADDRESSCONSULTANT ADDRESSXXX.XXX.XXXXMC Y K THE LINE SHOWN ABOVE ISEXACTLY ONE INCH LONG AT THISSHEET'S ORIGINAL PAGE SIZETHE SQUARES ABOVE ARE COLOR,WITH BLACK AND WHITE LETTERS,IF PRINTED CORRECTLY1 234ABCDPLANTING PLANLP41030'60'15'0'PLANTING PLAN1LP410Submitted 4/26/2024 Planning Department SYMBOLCODEQTYCOMMON / BOTANICAL NAMECONT CALDECIDUOUS TREESBp16Paper Birch / Betula papyriferaB & B 2.5"CalCo5Common Hackberry / Celtis occidentalisB & B 5.5"CalGi8Thornless Honey Locust / Gleditsia triacanthos inermisB & B 4.5"CalGd10Kentucky Coffeetree / Gymnocladus dioicus 'Espresso'B & B 5.5"CalPa 5London Plane Tree / Platanus x acerifoliaB & B 2"CalQr11Northern Red Oak / Quercus rubraB & B 3.5"CalTc8 Littleleaf Linden / Tilia cordataB & B 3.5"CalEVERGREEN TREESTc27Eastern Hemlock / Tsuga canadensisB & B 10`ORNAMENTALAg34Autumn Brilliance Apple Serviceberry / Amelanchier x grandiflora 'Autumn Brilliance'B & B2.5"CalCa38Pagoda Dogwood / Cornus alternifoliaB & B2.5"CalPLANT SCHEDULENATIVE UNDERSTORY PLANTINGSSHADE PLANTINGSPROMENADE PLANTINGS,COORDINATE WITH CENTENNIAL LAKES VOLUNTEER GROUPLEGENDNATIVE UNDERSTORY PLANTINGSSHADE PLANTINGSPROMENADE PLANTINGS,COORDINATE WITH CENTENNIAL LAKES VOLUNTEER GROUPLEGENDFile Location: N:\2023\23192_7235 France Avenue South\_WORKING\AUTOCAD\SHEETS\23192 L400 Planting Plan / SAVE DATE: 4/24/2024 5:14 PM BY: mguragain / PLOT DATE: 4/25/2024 10:01 AM BY: Mamata Guragain LANDSCAPE ARCHITECTCONFLUENCEwww.thinkconfluence.com901 North Third Street, Suite 225Minneapolis, MN 55401612.333.3702CONSULTANT ROLECONSULTANT FIRM NAMECONSULTANT ADDRESSCONSULTANT ADDRESSXXX.XXX.XXXXPRELIMINARYNOT FORCONSTRUCTIONNo. DateDescription01 04/26/2024PUD SUBMISSIONRevision ScheduleProject NumberIssueDate23192000002024-04-26COPYRIGHT © 2024 BY CONFLUENCEENCLAVE MIXED-USE DEVELOPMENT ON FRANCE EDINA, MN 55435 CONSULTANT ROLECONSULTANT FIRM NAMECONSULTANT ADDRESSCONSULTANT ADDRESSXXX.XXX.XXXXCONSULTANT ROLECONSULTANT FIRM NAMECONSULTANT ADDRESSCONSULTANT ADDRESSXXX.XXX.XXXXCONSULTANT ROLECONSULTANT FIRM NAMECONSULTANT ADDRESSCONSULTANT ADDRESSXXX.XXX.XXXXMC Y K THE LINE SHOWN ABOVE ISEXACTLY ONE INCH LONG AT THISSHEET'S ORIGINAL PAGE SIZETHE SQUARES ABOVE ARE COLOR,WITH BLACK AND WHITE LETTERS,IF PRINTED CORRECTLY1 234ABCDPLANTINGSCHEDULELP411TREE CALCULATIONSFINAL TREE SELECTIONS AND SIZES TO BE COORDINATED WITH AVAILABILITY.PERIMETER OF THE LOT: 2430.27 FT.MINIMUM NO. OF OVERSTORY TREESREQUIRED PER CODE:PERIMETER OF LOT/402430.27/40 = 60.75 = 61 TREESPROVIDED IN DESIGN: 70 OVERSTORY TREESNO. OF ORNAMENTAL TREE TYPES (2" CAL DECIDUOUS)REQUIRED: 3PROVIDED: 5NO. OF COMPLIMENTARY TREE TYPES (2.5" CAL DECIDUOUS)REQUIRED:16PROVIDED: 16NO. OF ACCENT TREE TYPES (3.5" CAL DECIDUOUS)REQUIRED:16PROVIDED: 19NO. OF PRIMARY TREE TYPES (4.5" CAL DECIDUOUS)REQUIRED: 13PROVIDED: 15NO. OF FULL TREE TYPES (5.5" CAL DECIDUOUS)REQUIRED: 13PROVIDED: 15PLANTING GENERAL NOTESA. PLANT QUANTITIES IN PLANT SCHEDULE ARE FOR CONVENIENCE ONLY AND ARE NOTGUARANTEED. QUANTITIES ON PLAN WILL PREVAIL IF DISCREPANCIES OCCUR.B. THE CONTRACTOR SHALL SHOW PROOF OF PROCUREMENT, SOURCES, QUANTITIES ANDVARIETIES FOR ALL SHRUBS, PERENNIALS, ORNAMENTAL GRASSES, AND ANNUALS WITHIN 21DAYS FOLLOWING THE AWARD OF CONTRACT. TIMELY PROCUREMENT OF ALL PLANTMATERIAL IS ESSENTIAL TO THE SUCCESSFUL COMPLETION AND ACCEPTANCE OF THEPROJECT.C. SUBSTITUTIONS SHALL ONLY BE ALLOWED WHEN THE CONTRACTOR HAS EXHAUSTED ALLSOURCES FOR THE SPECIFIED MATERIAL, AND HAS PROVEN THAT THE SPECIFIED MATERIALIS NOT AVAILABLE. THE CONTRACTOR MUST PROVIDE NAME AND VARIETY OF SUBSTITUTIONTO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO TAGGING OR PLANTING.SUBSTITUTIONS SHALL BE NEAREST EQUIVALENT SIZE OF VARIETY OF PLANT HAVING SAMEESSENTIAL CHARACTERISTICS.D. ALL PLANT MATERIAL SHALL BE NURSERY GROWN, SOUND, HEALTHY, VIGOROUS AND FREEFROM INSECTS, DISEASE AND INJURIES, WITH HABIT OF GROWTH THAT IS NORMAL FOR THESPECIES. SIZES SHALL BE EQUAL TO OR EXCEEDING SIZES INDICATED ON THE PLANT LIST.KIND, SIZE AND QUALITY OF PLANT MATERIAL SHALL CONFORM TO THE AMERICANSTANDARD FOR NURSERY STOCK (ANSI Z60.1), MOST RECENT EDITION.E. STAKE OR PLACE ALL PLANTS IN FIELD AS INDICATED ON THE DRAWINGS OR AS DIRECTEDBY THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO PLANTING.F. PLANT FIVE TREES FOR LANDSCAPE ARCHITECT APPROVAL PRIOR TO PLANTING THEREMAINING TREES ON SITE. DEMONSTRATION SHOULD ILLUSTRATE A COMPREHENSIVEUNDERSTANDING OF INFORMATION INCLUDED IN PLANTING DETAILS AND SPECIFICATIONS.G. PROVIDE A MINIMUM OF 48 HOURS NOTICE FOR APPROVAL OF PLANT LAYOUT AND SAMPLETREE PLANTINGS.H. THE CONTRACTOR SHALL REPORT SUBSURFACE SOIL OR DRAINAGE PROBLEMS TO THELANDSCAPE ARCHITECT PRIOR TO PLANTING.I. SOD/SEED ALL AREAS WITHIN CONTRACT LIMITS, NOT COVERED BY PAVING, BUILDINGS, ORPLANTING BEDS, UNLESS OTHERWISE NOTED.J. CONTRACTOR SHALL PLACE SHREDDED BARK MULCH AROUND ALL TREES AND IN ALLPLANTING BEDS TO A DEPTH OF 3".K. SEE SPECIFICATIONS FOR PLANT MAINTENANCE AND WARRANTY REQUIREMENTS.Submitted 4/26/2024 Planning Department DESIGN INTENT - PROMENADE EXTENSION1L512N.T.SDESIGN INTENT - EMBRACING THE PROMENADE 2L512N.T.SDESIGN INTENT - LANDSCAPE STATEMENT ALONG FRANCE3L512N.T.SDESIGN INTENT - INVITATION FROM FRANCE4L512N.T.SFile Location: N:\2023\23192_7235 France Avenue South\_WORKING\AUTOCAD\SHEETS\23192 L510 Details / SAVE DATE: 4/24/2024 5:05 PM BY: mguragain / PLOT DATE: 4/25/2024 10:01 AM BY: Mamata Guragain LANDSCAPE ARCHITECTCONFLUENCEwww.thinkconfluence.com901 North Third Street, Suite 225Minneapolis, MN 55401612.333.3702CONSULTANT ROLECONSULTANT FIRM NAMECONSULTANT ADDRESSCONSULTANT ADDRESSXXX.XXX.XXXXPRELIMINARYNOT FORCONSTRUCTIONNo. DateDescription01 04/26/2024PUD SUBMISSIONRevision ScheduleProject NumberIssueDate23192000002024-04-26COPYRIGHT © 2024 BY CONFLUENCEENCLAVE MIXED-USE DEVELOPMENT ON FRANCE EDINA, MN 55435 CONSULTANT ROLECONSULTANT FIRM NAMECONSULTANT ADDRESSCONSULTANT ADDRESSXXX.XXX.XXXXCONSULTANT ROLECONSULTANT FIRM NAMECONSULTANT ADDRESSCONSULTANT ADDRESSXXX.XXX.XXXXCONSULTANT ROLECONSULTANT FIRM NAMECONSULTANT ADDRESSCONSULTANT ADDRESSXXX.XXX.XXXXMC Y K THE LINE SHOWN ABOVE ISEXACTLY ONE INCH LONG AT THISSHEET'S ORIGINAL PAGE SIZETHE SQUARES ABOVE ARE COLOR,WITH BLACK AND WHITE LETTERS,IF PRINTED CORRECTLY1 234ABCDL511DESIGN INTENTSubmitted 4/26/2024 Planning Department CONCRETE WALK1L512N.T.S1"4"4"SEE PLAN FOR JOINT PLACEMENT.ALIGN WITH BUILDING/COLUMNCORNERS OR WINDOW MULLIONSWHERE POSSIBLE. CONTROL JOINTSSPACED EQUAL TO THE WIDTH OF THEWALK UNLESS NOTED OTHERWISEVARIESSEE PLAN1.5% TYP. CROSS SLOPENOT TO EXCEED 2%COMPACTED AGGREGATEBASE COURSECOMPACTED SUBGRADESECTIONPLANCONCRETE WALKFINISHEDGRADEEXPANSION JOINT WHEREADJACENT TO CONCRETEWALK OR FIXED OBJECTEXPANSION JOINT SPACINGNOT TO EXCEED 35'File Location: N:\2023\23192_7235 France Avenue South\_WORKING\AUTOCAD\SHEETS\23192 L510 Details / SAVE DATE: 4/24/2024 5:05 PM BY: mguragain / PLOT DATE: 4/25/2024 10:01 AM BY: Mamata Guragain LANDSCAPE ARCHITECTCONFLUENCEwww.thinkconfluence.com901 North Third Street, Suite 225Minneapolis, MN 55401612.333.3702CONSULTANT ROLECONSULTANT FIRM NAMECONSULTANT ADDRESSCONSULTANT ADDRESSXXX.XXX.XXXXPRELIMINARYNOT FORCONSTRUCTIONNo. DateDescription01 04/26/2024PUD SUBMISSIONRevision ScheduleProject NumberIssueDate23192000002024-04-26COPYRIGHT © 2024 BY CONFLUENCEENCLAVE MIXED-USE DEVELOPMENT ON FRANCE EDINA, MN 55435 CONSULTANT ROLECONSULTANT FIRM NAMECONSULTANT ADDRESSCONSULTANT ADDRESSXXX.XXX.XXXXCONSULTANT ROLECONSULTANT FIRM NAMECONSULTANT ADDRESSCONSULTANT ADDRESSXXX.XXX.XXXXCONSULTANT ROLECONSULTANT FIRM NAMECONSULTANT ADDRESSCONSULTANT ADDRESSXXX.XXX.XXXXMC Y K THE LINE SHOWN ABOVE ISEXACTLY ONE INCH LONG AT THISSHEET'S ORIGINAL PAGE SIZETHE SQUARES ABOVE ARE COLOR,WITH BLACK AND WHITE LETTERS,IF PRINTED CORRECTLY1 234ABCDL512SITE DETAILSSubmitted 4/26/2024 Planning Department CRITICAL ROOT RADIUSD" X 1.5'1.5' PER 1" DIAMETEROF TREE TRUNK MEASURED4.5' ABOVE ORIGINAL GRADEPROTECTED ROOT ZONEEXISTING TREE4'-0" HIGH FENCEEXISTING TREEORANGE CONSTRUCTION FENCE2X4 CONTINUOUS TOP AND BOTTOM RAIL. ATTACH CONSTRUCTION FENCE TORAILS6' STEEL POSTDIAMETER IN INCHESTREE PROTECTION DETAIL06L513N.T.S2'-0"4'-0"6'-0"D5' MINNOTE:1. FOR A CONTINUOUS LINE OF TREES WITH OVERLAPPING FENCINGREQUIREMENTS, A CONTINUOUS FENCE SHALL BE INSTALLED IN LIEUOF INDIVIDUAL SQUARE FENCING.2. IF USING CONTINUOUS FENCING, FENCING IS ONLY REQUIRED ONSIDES ABUTTING CONSTRUCTION ACTIVITY.3. CONTRACTOR TO SUBMIT A TREE PROTECTION PLAN IDENTIFYINGPLANNED TREE PROTECTION EXTENTS AND METHODS TO LANDSCAPEARCHITECT AND CITY OWNER FOR APPROVAL PRIOR TO THEBEGINNING OF WORK. THIS PLAN SHOULD ALSO IDENTIFY ALL TREESSELECTED FOR REMOVAL.SCALE 3/8COMPACTED SOIL BESIDE & UNDERROOT PACKAGEUNDISTURBED SOILPLANTING SOIL MIXSCARIFY SIDES AND BOTTOM OFPLANTING PITGUYING POST3" DEPTH SHREDDED HARDWOOD MULCH,PLACE MULCH AWAY FROM TREE TRUNKTREE WRAPSTAKING WIREARBOR TIEPRUNE DEAD OR DAMAGED BRANCHESOF EXISTING TREERE: 01/ L2012 STAKES - 3" CALIPER OR LESS3 STAKES - GREATER THAT 3" CALIPERSTAKING ORIENTATIONNORTHNOTE: PLANTING DEPTH SHOULD BELOCATED SO THAT THE TUNK FLAREIS LEVEL WITH FINISHED GRADE.REMOVE ANY EXCESS SOIL FROMROOT BALL TO ACHIEVE CORRECTDEPTH.6"3X ROOTBALL DIA., MIN.NORTHTRUNK FLARE, RE 02/ L201 FORROOTBALL PLANTING DEPTHCUT AND REMOVE ALL CORDS & BURLAPCOVERING FROM ROOT BALL PRIOR TOINSTALLATIONSCALE: 3/4" = 1'-0"TITLE:5L51311NOTE:CONTRACTOR SHALL BE RESPONSIBLEFOR MAINTAINING TREES IN A PLUMBPOSITION THROUGHOUT THE WARRANTYPERIOD. STAKING AND GUYING ISMANDATORY FOR TREES 4" CAL ORGREATER, AND ALL BARE ROOT TREES.WRAP TREE TRUNKS ONLY UPON APPROVALBY LANDSCAPE ARCHITECT.SEE SPECIFICATION SECTION 32 93 00.3 x AMIN.30"RADIUS MIN.4"AEACH TREE SHALL BE PLANTED SUCHTHAT THE ROOT FLARE IS VISIBLE AT THETOP OF THE ROOT BALL. IF THE ROOTFLARE IS NOT VISIBLE, THE SOIL SHALL BEREMOVED IN A LEVEL MANNER FROM THEROOT BALL TO WHERE THE FIRST MAINORDER ROOT (12" DIA. OR LARGER)EMERGES FROM THE TRUNK. SET MAINORDER ROOT 1" HIGHER THAN ADJACENTGRADE. DO NOT COVER TOP OF ROOTBALL WITH SOIL.SCARIFY SIDES OF TREE PIT WITH SPADEBY HAND TO BIND WITH PREPARED SOIL.PLANTING PIT TO BE TWO TO FIVE TIMESTHE DIAMETER OF ROOT ALL, SLOPEDTAMP SOIL AROUND ROOT BALL BASEFIRMLY WITH FOOT PRESSURE SO THATROOT BALL DOES NOT SHIFT.DRAINAGE TRENCH AS REQUIRED PERPERCOLATION TEST IN SPEC. AUGER A 4"DIA. HOLE & FILL W/ 34" GRAVEL.PLACE ROOT BALL ON UNDISTURBED ORCOMPACTED SOIL.DIG PLANTING PIT 4-6" DEEPER THANROOTBALL.UNDISTURBED SUBGRADE.REMOVE BURLAP, WINE, ROPE ANDWIRE FROM TOP HALF OF ROOT BALL.COMPACT PLANTING SOIL TO85% OF MAXIMUM DRY UNITWEIGHT PER ASTM D 698.EDGE CONDITION VARIES, SEEPLAN.4" BUILT-UP EARTH SAUCERBEYOND EDGE OF ROOT BALL.3" SHREDDED HARDWOODMULCH. DO NOT PLACE MULCHIN CONTACT WITH ROOT FLARE.RODENT TRUNK PROTECTIONFOR DECIDUOUS TREES: 12"HARDWIRE-CLOTH MESHCYLINDER. DIMENSIONS: 8"DIAMETER (OR GREATER) X 36"HEIGHT. STAKE IN PLACE,AVOIDING ROOTS. SEE SPEC.TREE PLANTING DETAIL, TYP.01L513N.T.S.SEE PLAN12"MIN.PREPARE SOIL FORTHE ENTIRE BED4"3" SHREDDED HARDWOOD MULCH. DONOT PLACE MULCH IN CONTACT WITHSHRUB STEM.NOTE: SEE SPECIFICATION SECTIONRELATED TO EXTERIOR PLANTING.CONTAINER GROWN MATERIAL SHALLHAVE ROOTS HAND LOOSENED.MIN.4" DEEPER THAN ROOT BALL.SCARIFY SIDES AND BOTTOM OF ENTIREBED WITH SPADE BY HAND TO BIND WITHPLANTING SOIL.UNDISTURBED SUBGRADE.SHRUB PLANTING DETAIL, TYP.02L513N.T.S.5' DIAMETER MULCH RING, TYP.SEE PLAN SEE PLAN SEEPLANSE E PL A N PLANSECTION A'-AA'A18"18"SECTION ASUBGRADEPLANTING SOIL MIX, SEE SPECIFICATIONS FOR DEPTH,3" HARDWOOD MULCHPLUG, SEE SPECIFICATIONS FOR SPECIESPERENNIAL AND NATIVE GRASS PLUG LAYOUT03L513N.T.SPERENNIAL PLANT AND NATIVE GRASS SPACING04L513N.T.SS SSD D 2/3D EDGE OF PLANTING AREAPLANT ROW - TYP.PLANT CENTER - TYP.TRIANGULARSPACING - 'S'DISTANCE BETWEENROWS - 'D'TOTAL AREA PERPLANT (SF)18"15-1/2"1.94File Location: N:\2023\23192_7235 France Avenue South\_WORKING\AUTOCAD\SHEETS\23192 L510 Details / SAVE DATE: 4/24/2024 5:05 PM BY: mguragain / PLOT DATE: 4/25/2024 10:01 AM BY: Mamata Guragain LANDSCAPE ARCHITECTCONFLUENCEwww.thinkconfluence.com901 North Third Street, Suite 225Minneapolis, MN 55401612.333.3702CONSULTANT ROLECONSULTANT FIRM NAMECONSULTANT ADDRESSCONSULTANT ADDRESSXXX.XXX.XXXXPRELIMINARYNOT FORCONSTRUCTIONNo. DateDescription01 04/26/2024PUD SUBMISSIONRevision ScheduleProject NumberIssueDate23192000002024-04-26COPYRIGHT © 2024 BY CONFLUENCEENCLAVE MIXED-USE DEVELOPMENT ON FRANCE EDINA, MN 55435 CONSULTANT ROLECONSULTANT FIRM NAMECONSULTANT ADDRESSCONSULTANT ADDRESSXXX.XXX.XXXXCONSULTANT ROLECONSULTANT FIRM NAMECONSULTANT ADDRESSCONSULTANT ADDRESSXXX.XXX.XXXXCONSULTANT ROLECONSULTANT FIRM NAMECONSULTANT ADDRESSCONSULTANT ADDRESSXXX.XXX.XXXXMC Y K THE LINE SHOWN ABOVE ISEXACTLY ONE INCH LONG AT THISSHEET'S ORIGINAL PAGE SIZETHE SQUARES ABOVE ARE COLOR,WITH BLACK AND WHITE LETTERS,IF PRINTED CORRECTLY1 234ABCDL513SITE DETAILSSubmitted 4/26/2024 Planning Department APPROXIMATEPROJECTLOCATIONFRANCE AVE SW 72ND STHAZELTON RDPARKLAWN AVEGALLAGHER DRENGINEERSTANTEC CONSULTING SERVICES, INC.733 MARQUETTE AVENUESUITE 1000MINNEAPOLIS, MN 55402(E) - JACK.AMMERMAN@STANTEC.COMCONTACT: JACK AMMERMAN, P.E.VICINITY MAPNOT TO SCALEPRELIMINARY CIVIL CONSTRUCTION PLANSFORENCLAVE MIXED-USE DEVELOPMENT ON FRANCEHENNEPIN COUNTY, MINNESOTA 55435APRIL 2024PROJECT LOCATIONCITY: EDINACOUNTY: HENNEPINWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.DWN BY:ISSUE DATE:PROJECT NO.:U:\193806086\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-001 COVER SHEET 06086.dwg 4/25/2024 HIMMERICH, MICHAEL DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:4/25/2024 2:06:09 PM PROJECT TITLE:CHK'D BY: APP'D BY:CERTIFICATION:733 MARQUETTE AVESUITE 1000MINNEAPOLIS, MN 55402PHONE: 612-712-2000WWW.STANTEC.COMDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:ENCLAVE MIXED-USE DEVELOPMENT ON FRANCE 7235 FRANCE AVE S. EDINA, MINNESOTA 55435193806086MDH JRA JRA04/26/20241GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGDATE: DESCRIPTION:ISSUE NO.: 04/26/2024 CITY SUBMITTAL 1 NOT FOR CONSTRUCT IONC-001COVER SHEETARCHITECTESG ARCHITECTURE & DESIGN500 WASHINGTON AVENUE SOUTHSUITE 1080MINNEAPOLIS, MN 55415(P) - 612-373-4680CONTACT: CHRISTOPHER WILLETTE, AIACLIENTENCLAVE COMPANIES1660 S HWY 100SUITE 530ST. LOUIS PARK, MN 55416(P) - 763-412-7609CONTACT: PATRICK BRAMATHIS PLANSET CONTAINS 23 SHEETSARCHITECTPOPE DESIGN GROUP767 N. EUSTIS STREETSUITE 190ST.PAUL, MN 55114(E) - WISAACSON@POPEDESIGN.COMCONTACT: WARD ISAACSON, AIA, NCARB, LEED APLANDSCAPE ARCHITECTCONFLUENCE901 N 3RD STREETSUITE 225MINNEAPOLIS, MN 55401(P) - 952-451-0144CONTACT: TERRY MINARIK, PLA, ASLASHEET LIST TABLESHEET NUMBERSHEET TITLEC-001COVER SHEETC-002GENERAL NOTESC-003GENERAL NOTESC-004EXISTING CONDITIONSC-005TREE SURVEYC-006 REMOVALS AND PRECONSTRUCTION EROSION CONTROL PLANC-101SITE PLANC-201POST CONSTRUCTION STABILIZATION PLANC-202SWPPPC-301GRADING PLANC-401UTILITY PLANC-402WATERMAIN INSETC-501STORM SEWER PLANC-801DETAILSC-802DETAILSC-803DETAILSC-804DETAILSC-805DETAILSC-806DETAILSC-807DETAILSC-808DETAILSC-809DETAILSC-810DETAILSSubmitted 4/26/2024 Planning Department DWN BY:ISSUE DATE:PROJECT NO.:U:\193806086\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-002 GENERAL NOTES 06086.dwg 4/25/2024 HIMMERICH, MICHAEL DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:4/25/2024 2:06:27 PM PROJECT TITLE:CHK'D BY: APP'D BY:CERTIFICATION:733 MARQUETTE AVESUITE 1000MINNEAPOLIS, MN 55402PHONE: 612-712-2000WWW.STANTEC.COMDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:ENCLAVE MIXED-USE DEVELOPMENT ON FRANCE 7235 FRANCE AVE S. EDINA, MINNESOTA 55435193806086MDH JRA JRA04/26/20241DATE: DESCRIPTION:ISSUE NO.: 04/26/2024 CITY SUBMITTAL 1 NOT FOR CONSTRUCT ION GOVERNING SPECIFICATIONS1. CITY OF EDINA (CITY) STANDARD SPECIFICATIONS AND REQUIREMENTS.2. MINNESOTA DEPARTMENT OF TRANSPORTATION (MN/DOT) “STANDARD SPECIFICATIONS FOR CONSTRUCTION”LATEST EDITION AND SUPPLEMENTS.3. MINNESOTA PLUMBING CODE4. APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND ORDINANCESC-002GENERAL NOTESGENERAL NOTES1. UNTIL REVISION BLOCK STATES "ISSUED FOR CONSTRUCTION", THE PLAN SET IS NOT CERTIFIED FORCONSTRUCTION AND CONTRACTOR IS BUILDING AT THEIR OWN RISK.2. EXISTING CONDITIONS SHOWN ARE FROM A TOPOGRAPHIC SURVEY COMPLETED BY STANTEC CONSULTINGSERVICES INC., DATED MAY 2023. EXISTING FEATURES MAY NOT BE EXACT TO THEIR LOCATION. CONTRACTORRESPONSIBLE FOR VERIFYING THE CONDITIONS OF THE SITE AND MUST IMMEDIATELY NOTIFY THE ENGINEER INWRITING OF DISCREPANCIES OR VARIATIONS FROM THE DRAWINGS.3. SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL C. THIS QUALITY LEVEL WASDETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-2 ENTITLED “STANDARD GUIDELINES FOR THECOLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA”. EXACT LOCATION/DEPTH OF SUBSURFACEUTILITIES SUCH AS GAS, TELEPHONE, FIBER OPTIC, SEWER, WATER, PIPELINES, ELECTRICAL, AND CABLE TV AREUNKNOWN AND THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.4. CONTRACTOR RESPONSIBLE FOR CONTACTING GOPHER STATE ONE CALL (811 OR 1-800-252-1166) A MINIMUM OF 48HOURS IN ADVANCE (EXCLUDING HOLIDAYS AND WEEKENDS) BEFORE STARTING WORK FOR LOCATIONS OFUNDERGROUND UTILITIES.5. QUANTITIES ARE APPROXIMATE, AND MAY VARY TO ALLOW COMPLETION OF WORK.6. WORK AND MATERIALS MUST COMPLY WITH CITY, COUNTY, STATE, AND FEDERAL (INCLUDING OSHA) REGULATIONSAND CODES.7. CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS TO ADJACENT PROPERTIES THROUGHOUTCONSTRUCTION.8. CONTRACTOR SHALL COORDINATE AND MAINTAIN MAIL, GARBAGE, AND RECYCLING SERVICES TO PROPERTIESTHROUGHOUT CONSTRUCTION. COORDINATE WITH LOCAL POSTMASTER, GARBAGE AND RECYCLING SERVICES.9. CONTRACTOR SHALL COORDINATE AND MAINTAIN STORMWATER DRAINAGE CONVEYANCE THROUGHOUTCONSTRUCTION (BOTH PIPED AND OVERLAND FLOW).10. CONTRACTOR SHALL COORDINATE AND MAINTAIN WATER AND SANITARY FLOW TO AND FROM PROPERTIES.PROVIDE BYPASS AND TEMPORARY SYSTEMS, AS NECESSARY.11. CONTRACTOR SHALL COORDINATE AND MAINTAIN UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES.UTILITY SERVICE MUST NOT BE INTERRUPTED WITHOUT APPROVAL FROM OWNER, CITY, AND ADJACENTPROPERTIES.12. CONSTRUCTION LIMITS ARE TO PROPERTY LINE UNLESS SHOWN OR NOTED OTHERWISE. CONTRACTOR SHALLRESTRICT CONSTRUCTION ACTIVITIES TO AREAS DESIGNATED ON PLANS WITHIN THE CONSTRUCTION LIMITS.13. CONTRACTOR SHALL PRESERVE AND PROTECT EXISTING PAVEMENT, SITE FEATURES, UTILITIES, TREES, ETC.,UNLESS NOTED OR SHOWN OTHERWISE.14. CONTRACTOR SHALL PHOTO OR VIDEO DOCUMENT EXISTING CONDITIONS OF TREES AND PLANTINGS, ADJOININGCONSTRUCTION, SURFACES, AND SITE IMPROVEMENTS, ETC. TO REMAIN THAT MIGHT BE MISCONSTRUED ASDAMAGE CAUSED BY CONSTRUCTION OPERATIONS. SUBMIT TO ENGINEER AND OWNER BEFORE CONSTRUCTIONBEGINS. USE ADEQUATELY DETAILED PHOTOGRAPHS OR VIDEO RECORDINGS. INCLUDE PLANS AND NOTATIONS TOINDICATE SPECIFIC EXISTING DAMAGE CONDITIONS OF ITEMS DESIGNATED TO REMAIN. ANY DAMAGE TO THEEXISTING PAVEMENT, CURBING, STRIPING, OR OTHER SITE FEATURE TO REMAIN MUST BE REPLACED BY THECONTRACTOR, TO OWNER'S SATISFACTION, AT NO ADDITIONAL COST TO THE OWNER.15. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENTPROPERTIES DURING CONSTRUCTION AND WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES.16. CONTRACTOR MUST IMMEDIATELY NOTIFY THE OWNER AND ENGINEER IN WRITING OF DISCREPANCIES ORCONFLICTS IN THE CONTRACT DOCUMENTS BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONSARE TO BE MADE WITHOUT PRIOR WRITTEN APPROVAL FROM THE ENGINEER. FAILURE TO NOTIFY OWNER ANDENGINEER OF AN IDENTIFIABLE CONFLICT BEFORE PROCEEDING WITH INSTALLATION RELIEVES OWNER ANDENGINEER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER.17. CONTRACTOR SHALL HAVE ONE COPY OF EACH REQUIRED CONSTRUCTION PERMIT AND ONE COPY OF THE MOSTCURRENT AND COMPLETE SET OF CONSTRUCTION DOCUMENTS (INCLUDING PLANS, SPECIFICATIONS,GEOTECHNICAL REPORT, SPECIAL CONDITIONS AND PROVISIONS, ETC.) AVAILABLE AT THE PROJECT SITE AT ALLTIMES.18. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR IMPLEMENTATION AND ENFORCEMENT OF SAFE WORKPRACTICES, INCLUDING BUT NOT LIMITED TO PERSONNEL MONITORING, USE OF TRENCHING, SHEETING, ANDSHORING, SCAFFOLDING; MATERIALS HANDLING AND DRILLING; OPERATION OF EQUIPMENT; AND SAFETY OFPUBLIC DURING PROGRESS OF WORK.19. CONTRACTOR SHALL PLAN FOR AND ENSURE PERSONNEL COMPLY WITH PROVISIONS OF OSHA SAFETY ANDHEALTH STANDARDS (29 CFR 1910) AND GENERAL CONSTRUCTION STANDARDS (29 CFR 1926) AS APPROPRIATE.20. CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING SAFETY PRECAUTIONSAND PROGRAMS IN CONNECTION WITH WORK. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS FOR SAFETYOF EMPLOYEES ON PROJECT SITE AND OTHER PERSONS AND ORGANIZATIONS WHO MAY BE AFFECTED BY THEPROJECT. CONTRACTOR'S DUTIES AND RESPONSIBILITIES FOR SAFETY IN CONNECTION WITH WORK SHALLCONTINUE UNTIL SUCH TIME AS ALL WORK IS COMPLETED, AND ENGINEER HAS ISSUED NOTICE TO CONTRACTORTHAT WORK IS COMPLETE.21. HAZARDOUS MATERIALS, INCLUDING BUT NOT LIMITED TO OIL, GASOLINE, PAINT AND OTHER HAZARDOUSSUBSTANCES MUST BE PROPERLY STORED, BY THE CONTRACTOR, INCLUDING SECONDARY CONTAINMENTS, TOPREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TOPREVENT VANDALISM. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITHLOCAL/STATE/FEDERAL REGULATIONS. CONTRACTOR SHALL REMOVE SPILL OF FUELS, OILS, OR OTHERCHEMICALS IMMEDIATELY UPON DETECTION.22. IF CONSTRUCTION IS ANTICIPATED TO OCCUR DURING COLD WEATHER, IN THE EVENT THAT SNOW/ICE REMOVAL ISREQUIRED FOR SITE ACCESS AND CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL REMOVE SNOW/ICE ANDCOORDINATE WITH OWNER FOR ACCEPTABLE SNOW/ICE STORAGE AREAS ONSITE. SNOW/ICE REMOVAL ANDSTORAGE IS INCIDENTAL TO THE CONTRACT.23. CONTRACTOR SHALL DOCUMENT AND MAINTAIN AS-BUILT INFORMATION AS CONSTRUCTION PROGRESSES AND ISRESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS TO THE OWNER AS REQUIRED BY JURISDICTIONAL AGENCIESFOR CERTIFICATION. ALL AS-BUILT DATA MUST BE COLLECTED BY A LICENSED PROFESSIONAL LAND SURVEYORREGISTERED IN THE PROJECT'S STATE WHOSE SERVICES ARE ENGAGED AND PAID FOR BY THE CONTRACTOR.TRAFFIC CONTROL NOTES1. SEE GENERAL NOTES FOR ADDITIONAL PROJECT AND SITE INFORMATION.2. CONTRACTOR SHALL COORDINATE CONSTRUCTION STAGING, ON OR OFFSITE, AS NECESSARY TO COMPLETE THEWORK. IF OFFSITE STAGING AREA IS REQUIRED, CONTRACTOR IS RESPONSIBLE TO FIND, OBTAIN, AND PAY FORNECESSARY STAGING AREA AT NO ADDITIONAL COST TO THE OWNER. SUBMIT A STAGING PLAN TO THE ENGINEERFOR REVIEW BEFORE STARTING WORK.3. CONTRACTOR RESPONSIBLE FOR ALL TRAFFIC CONTROL . TRAFFIC CONTROL MUST BE IN ACCORDANCE WITH THELATEST EDITION OF THE STATE'S MUTCD, INCLUDING THE LATEST FIELD MANUAL FOR TEMPORARY TRAFFICCONTROL ZONE LAYOUTS. SUBMIT TRAFFIC CONTROL PLAN TO CITY OF EDINA, HENNEPIN COUNTY, AND MN/DOTAND ENGINEER FOR REVIEW BEFORE CONSTRUCTION RELATED ACTIVITIES. PLANS MUST COMPLY WITHAPPLICABLE PERMIT REQUIREMENTS. TRAFFIC CONTROL ALSO INCLUDES NECESSARY SIGNAGE AND MARKINGSFOR SIDEWALKS, TRAILS, BOARDWALKS, ETC. CLOSURE. THIS MUST INCLUDE ADVANCED WARNING SIGNS ANDNECESSARY FENCING AND SIGNAGE TO PREVENT PEDESTRIANS FROM ACCESSING THE PROPOSED AREA.4. CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC ON ALL ADJAVENT ROADWAYS AT ALL TIMES, UNLESSOTHERWISE APPROVED BY THE ROAD AUTHORITY.REMOVAL/DEMOLITION NOTES1. SEE GENERAL NOTES FOR ADDITIONAL PROJECT AND SITE INFORMATION.2. CONTRACTOR SHALL OBTAIN PERMITS REQUIRED FOR DEMOLITION, REMOVAL AND DISPOSAL.3. CONTRACTOR SHALL REVIEW FEATURES NOT SPECIFICALLY IDENTIFIED ON PLAN FOR SALVAGE OR REMOVALTHAT CONFLICT WITH CONSTRUCTION WITH THE ENGINEER.4. MATERIALS REMOVED/DEMOLISHED BY CONTRACTOR BECOME PROPERTY OF THE CONTRACTOR, UNLESSOTHERWISE NOTED. CONTRACTOR SHALL LOAD AND HAUL MATERIAL OFF-SITE AND PROPERLY DISPOSE OFMATERIALS IN ACCORDANCE WITH APPLICABLE REGULATIONS. CONTRACTOR MUST LEAVE THE SITE IN ACONDITION TO THE SATISFACTION OF THE OWNER AND ENGINEER.5. CONTRACTOR SHALL SAWCUT FULL DEPTH AT PAVEMENT REMOVAL LIMITS AND AS NECESSARY TO CREATE ASMOOTH FIT/TRANSITION ALONG MATCHING PAVEMENT AREAS.6. CONTRACTOR SHALL COORDINATE UTILITY REMOVAL WORK WITH APPROPRIATE UTILITY OWNER.7. CONTRACTOR SHALL SALVAGE AND REINSTALL STREET AND TRAFFIC SIGNS IN CONFLICT WITH CONSTRUCTIONACTIVITIES AS NOTED OR AS DIRECTED BY ENGINEER. IF SIGNS ARE DAMAGED DURING CONSTRUCTION,CONTRACTOR REQUIRED TO PROVIDE NEW SIGNS AT NO ADDITIONAL COST TO THE OWNER.8. CONTRACTOR SHALL SALVAGE AND REINSTALL FENCE IN CONFLICT WITH CONSTRUCTION ACTIVITIES AS NOTEDOR AS DIRECTED BY ENGINEER. IF FENCE IS DAMAGED DURING CONSTRUCTION, CONTRACTOR REQUIRED TOPROVIDE NEW FENCE, TO OWNER'S SATISFACTION, AT NO ADDITIONAL COST TO THE OWNER.9. IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR MUST CONTACTTHE ENGINEER IMMEDIATELY. ALL CONTAINERS OR TANKS MUST BE DISPOSED OF PROPERLY AT AREGULATED/PERMITTED FACILITY.10. CONTRACTOR SHALL REVIEW ALL TREE REMOVALS WITH THE OWNER AND ENGINEER PRIOR TO REMOVALOPERATIONS.11. REMOVAL OF ANY EXISTING BUILDING REQUIRES COMPLETION OF A HAZARDOUS MATERIAL SURVEY INACCORDANCE WITH LOCAL RULES AND REGULATIONS. CONTRACTOR SHALL PROVIDE THE APPROPRIATE SURVEYAT NO ADDITIONAL COST TO THE OWNER.12. CLEARING AND GRUBBING OPERATIONS MUST COMPLY WITH THE FOLLOWING: PROTECT ALL TREES AND PLANTSNOT DESIGNATED FOR REMOVAL; CONDUCT OPERATIONS IN SUCH A MANNER THAT DOES NOT DAMAGEPROTECTED TREES AND VEGETATION; CUT, REMOVE, AND DISPOSE OF TREES, BRUSH, SHRUBS, WINDFALLS,LOGS, STUMPS, ROOTS, FALLEN TIMBER, AND OTHER VEGETATION; BACKFILL DEPRESSIONS WITH NATIVE SOILSOR SUITABLE FILL MATERIAL AS REQUIRED BY DESIGN OR AS DIRECTED BY THE ENGINEER AND COMPACTBACKFILL AS DIRECTED; DISPOSE OF DEBRIS IN ACCORDANCE WITH APPLICABLE REGULATIONS; CONSIDERBENEFICIAL USE DESIGNATIONS FOR UNADULTERATED WOOD, WOOD CHIPS, BARK AND SAWDUST; NO BURYING OFCLEARED AND GRUBBED WASTE WITHIN THE CONSTRUCTION LIMITS.13. UNLESS OTHERWISE NOTED, CONTRACTOR IS RESPONSIBLE FOR REMOVAL/DEMOLITION WITHIN ALL AREAS OFPROPOSED IMPROVEMENTS. REMOVAL LIMITS ARE IDENTIFIED ON THE DRAWINGS IN ANTICIPATED LOCATIONS.CONTRACTOR RESPONSIBLE FOR REMOVALS AS NECESSARY TO CONSTRUCT NEW IMPROVEMENTS AND CONFORMTO DESIGN REQUIREMENTS. ALL FACILITIES TO BE REMOVED MUST BE UNDERCUT TO SUITABLE MATERIAL ANDBROUGHT TO GRADE WITH SUITABLE FILL MATERIAL IN ACCORDANCE WITH THE SPECIFICATIONS AND ASDIRECTED BY THE ENGINEER.PAVING, PAVEMENT MARKING, AND SIGNAGE NOTES CONT.G. CONCRETE ISOLATION/EXPANSION JOINT MATERIAL: MN/DOT SPEC 3702, TYPE D-1 OR D-2 FROM MN/DOT'SAPPROVED PRODUCT LIST. PROVIDE SINGLE COMPONENT, GUN GRADE POLYURETHANE JOINT SEALANT INACCORDANCE WITH ASTM C920, LIGHT GRAY COLOR TO MATCH CONCRETE COLOR. PROVIDE BACKER ROD ASRECOMMENDED BY JOINT MANUFACTURER.H. CONCRETE CURING MATERIALS: MN/DOT SPEC 3754 (POLY-AMS MEMBRANE)I. SILANE/SILOXANE CONCRETE SEALER: SILOXA-TEK 8500, OKON S40, ARMOR SX5000, OR APPROVED EQUAL.SHALL BE APPLIED PER MANUFACTUER INSTRUCTIONS. SHALL BE APPLIED ON A CLEAN, DRY, AND ABSORBENTSURFACE THAT HAS BEEN CURED FOR AT LEAST 28 DAYS PRIOR TO APPLICATION. SHALL BE APPLIED TO ASURFACE THAT IS ABOVE 40 DEGREES FAHRENHEIT AND WILL NOT FREEZE FOR AT LEAST 24 HOURS.APPLICATION RATE SHALL BE MONITORED AND BE GREATER THAN MANUFACTURERS RECOMMENDATIONS.J. CONCRETE CURING AND SEALER ALTERNATE: TK PRODUCTS ONE-STEP CURING AND SEALING PRODUCT OREQUAL. SHALL BE APPLIED PER MANUFACTUER INSTRUCTIONS. SHALL BE APPLIED TO A SURFACE THAT ISABOVE 40 DEGREES FAHRENHEIT AND WILL NOT FREEZE FOR AT LEAST 24 HOURS. APPLICATION RATE SHALL BEMONITORED AND BE GREATER THAN MANUFACTURERS RECOMMENDATIONS.K. CONCRETE PLACING, FINISHING, CURING, AND PROTECTION: CONFORM TO MN/DOT SPECS 2461, 2521, AND 2531,AND APPLICABLE ACI STANDARDS.1) FOR HOT WEATHER PLACEMENT, COMPLY WITH ACI 305 HOT WEATHER CONCRETING (LATEST EDITION).2) FOR COLD WEATHER PLACEMENT, COMPLY WITH ACI 306 COLD WEATHER CONCRETING (LATEST EDITION). DONOT PLACE CONCRETE IN AIR TEMPERATURE LESS THAN 40 DEGREES F WITHOUT APPROVAL OF THEENGINEER.3) PRIOR TO POURING ANY EXTERIOR CONCRETE FLATWORK/SLAB, CONTRACTOR MUST VERIFY THE PREDICTEDCOMBINATION OF AIR TEMPERATURE, RELATIVE HUMIDITY, CONCRETE TEMPERATURE AND WIND VELOCITYWILL NOT EXCEED AN EVAPORATION RATE OF 0.20 POUNDS PER SQUARE FOOT OF SURFACE AREA PER HOURIN ACCORDANCE WITH ACI 305 (LATEST EDITION). THE WEATHER MUST ALSO BE LESS THAN 30% CHANCE OFPRECIPITATION FOR THE ENTIRE PLACEMENT WINDOW, AND 2 HOURS FOLLOWING EXPECTED COMPLETION. IFEITHER OF THESE CONDITIONS ARE NOT MET, THE POUR MUST BE POSTPONED UNTIL IT CAN MEET THESEREQUIREMENTS.4) INSTALLATION FORM: CONTRACTOR OR INDEPENDENT TESTING AGENCY IS REQUIRED TO FILL OUT ANDSUBMIT THE ENGINEER'S EXTERIOR CONCRETE INSTALLATION FORM AT THE END OF THE DAY OF EACH POUR.CONTACT THE ENGINEER TO OBTAIN THE FORM.5) APPLY CURING COMPOUND AT A MINIMUM RATE OF 1 GALLON PER 150 SQ FT SURFACE CURING AREA ORMANUFACTURER RECOMMENDED APPLICATION RATE, WHICHEVER IS GREATER.6) CONSTRUCT TEMPORARY WIND BREAKS AS NECESSARY TO REDUCE WIND VELOCITY/DRYING/EXPOSURE.7) CONSTRUCT TEMPORARY SUNSHADES AS NECESSARY TO REDUCE CONCRETE TEMPERATURES/EXPOSURE.8) CONTRACTOR SHALL PROTECT ALL CONCRETE SLABS THROUGHOUT CONSTRUCTION FROM HEAVYEQUIPMENT, VIBRATIONS, ADJACENT WORK, ETC. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALLCONCRETE DAMAGED DURING CONSTRUCTION AND SHALL REPLACE AT NO ADDITIONAL COST TO THE OWNER.L. AGGREGATE BASE: MN/DOT SPEC 3138, CLASS 5 AGGREGATE BASEM. PAVEMENT MARKINGS: MN/DOT SPEC 25821) PAVEMENT STRIPES: MN/DOT SPEC 3591 (WATER-BASED TRAFFIC PAINT) WITH DROP ON GLASS BEADS INACCORDANCE WITH MN/DOT SPEC 3592.2) CROSSWALK: MN/DOT SPEC 3591 (WATER-BASED TRAFFIC PAINT) WITH DROP ON GLASS BEADS INACCORDANCE WITH MN/DOT SPEC 3592.3) INSTALLERS OF THERMOPLASTIC MUST CARRY A CARD CERTIFYING THAT THEY HAVE ATTENDED A TRAININGSESSION THAT ADDRESSES SURFACE PREPARATIONS AND ALL APPLICATION REQUIREMENTS ANDTECHNIQUES NECESSARY FOR SUCCESSFUL APPLICATIONS.4) PRIOR TO APPLYING PAVEMENT MARKINGS, ALLOW NEW PAVEMENT TO CURE A MINIMUM OF 14 DAYS ORFOLLOW MANUFACTURER'S SPECIFICATION FOR PAVEMENT CURE TIME, WHICHEVER IS GREATER.N. SIGNAGE: CONFORM TO MN/DOT SPECS 2564, 3352 (SIGNS, DELINEATORS, AND MARKERS), AND 3402 (SQUARETUBULAR SIGN POSTS). ALL SIGNS/POSTS SHALL MEET CRASHWORTHY REQUIREMENTS OF MASH-16. SIGNSSHALL INCLUDE NUMBER AND SIZE OF POSTS IN ACCORDANCE WITH MN/DOT WIND LOADING CHART FOR SIGNSON SQUARE TUBE POSTS. MOUNT SIGNS IN ACCORDANCE WITH SQUARE TUBE SIGN MOUNTING MN/DOTSTANDARD PLANS AND DETAIL SHEETS. SEE MN/DOT STANDARD SIGNS MANUAL FOR PUNCHING CODE ANDDETAILED DRAWINGS OF TYPE "C" AND TYPE "D" SIGNS PANELS. SEE MN/DOT MINNESOTA MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES PART II FOR DETAILS OF TRAFFIC SIGN INSTALLATION. MINIMUM VERTICALCLEARANCE IS 7 FOOT. SEE MMUTCD FOR DETAILS.11. CONTRACTOR SHALL PROVIDE CONCRETE JOINTS AS FOLLOWS:A. CONTROL JOINTS - MAINTAIN AN ASPECT RATIO (LENGTH TO WIDTH) BETWEEN CONTROL JOINTS AS CLOSE TO 1:1AS FEASIBLE. DO NOT EXCEED ASPECT RATIO GREATER THAN 1.5:1. MATCH EXISTING PATTERN WHEREAPPLICABLE, VERIFY WITH OWNER. MAXIMUM CONTROL JOINT SPACING SHALL BE 24 TIMES THE SLABTHICKNESS UP TO A MAXIMUM OF 12 FEET (I.E. 4-INCH-THICK SLAB = 96 INCH (8 FOOT) MAXIMUM CONTROL JOINTSPACING IN ANY DIRECTION, 8-INCH-THICK SLAB IS 12 FEET)1) JOINT INTERSECTION ANGLES LESS THAN 60 DEGREES WILL NOT BE ALLOWED2) PANEL WIDTHS LESS THAN 6 INCHES AT ANY POINT WILL NOT BE ALLOWED3) JOINTING MUST ACCOMMODATE IN-PAVEMENT STRUCTURES THROUGH JOINTING AND BOXOUTS4) CONTRACTOR MUST SUBMIT A JOINTING PLAN FOR ENGINEER ACCEPTANCE.B. EXPANSION/ISOLATION JOINTS - PROVIDE AT THE FOLLOWING:1) JOINT INTERSECTION ANGLES LESS THAN 60 DEGREES WILL NOT BE ALLOWED2) LOCATIONS WHERE CHANGES IN WIDTH OCCUR3) LOCATIONS WHERE ADJOINING EXISTING CONCRETE4) LOCATIONS THAT ABUT THE BUILDING AND OTHER SITE FEATURES INCLUDING RAMPS, STAIRS, LANDINGS,CONCRETE APRONS, ARCHITECTURAL AND LANDSCAPE FEATURES, ETC.5) LOCATIONS IN CHANGES IN DEPTH (INCLUDING PAVEMENT ADJACENT TO CURB).C. WHEREVER POSSIBLE MATCH JOINTS OF ADJACENT CONCRETE WORK.12. FIELD QUALITY CONTROL:A. AGGREGATE BASE TESTING REQUIREMENTS AND FREQUENCY: TEST ROLL SUBGRADE AND AGGREGATE BASE INACCORDANCE WITH MN/DOT SPECS 2211 AGGREGATE BASE AND 2111 TESTING ROLLING. TEST ROLL MUST BEWITNESSED BY THE ENGINEER OR GEOTECHNICAL ENGINEER.B. CONCRETE TESTING REQUIREMENTS AND FREQUENCY: TEST CONCRETE AIR CONTENT (ASTM C231), CONCRETESLUMP (ASTM C143), AIR AND CONCRETE TEMPERATURE, AND 7- AND 28-DAY COMPRESSIVE STRENGTH (ASTMC31, C39, AND C172). WHERE APPLICABLE, TEST IN ACCORDANCE WITH MN/DOT SCHEDULE OF MATERIALSCONTROL.C. BITUMINOUS TESTING REQUIREMENTS AND FREQUENCY: ALL BITUMINOUS PAVEMENT DENSITY SHALL CONFORMTO MN/DOT SPEC 2360.3.D.2 - ORDINARY COMPACTION METHOD. CONTRACTOR SHALL ESTABLISH A ROLLPATTERN FOR EACH COURSE OF PAVING EACH DAY. TEST EXTRACTION/GRADATION/AIR VOIDS, ONE EACH PERBITUMINOUS PAVING DAY PER MIX DESIGN.13. TOLERANACES:A. BITUMINOUS PAVEMENT: CONFORM TO MN/DOT SPEC 2360.3.E, EXCEPT AS MODIFIED HEREIN: DEVIATIONSALONG ADA ACCESSIBLE ROUTES THAT EXCEED THE MAXIMUM SLOPES WILL BE CONSIDERED UNACCEPTABLE.HORIZONTAL/LINE DEVIATIONS IN LOCATION GREATER THAN ±1 INCH WILL BE CONSIDERED UNACCEPTABLE. ANYSURFACE AREA ALLOWING ENTRAPMENT OF WATER AT A DEPTH OF 1/4 INCH OR GREATER WILL BE CONSIDEREDUNACCEPTABLE. REMOVE AND REPLACE UNACCEPTABLE WORK AS DIRECTED BY THE ENGINEER AT NOADDITIONAL COST TO THE OWNER.B. CONCRETE PAVEMENT: CONFORM TO MN/DOT SPEC 2521.3.D.3, EXCEPT AS MODIFIED HEREIN: VERTICALDEVIATIONS IN SURFACE GREATER THAN ±3/16 INCH WILL BE CONSIDERED UNACCEPTABLE. DEVIATIONS ALONGADA ACCESSIBLE ROUTES THAT EXCEED THE MAXIMUM SLOPES WILL BE CONSIDERED UNACCEPTABLE.HORIZONTAL/LINE DEVIATIONS IN LOCATION GREATER THAN ±1/2 INCH WILL BE CONSIDERED UNACCEPTABLE.ANY SURFACE AREA ALLOWING ENTRAPMENT OF WATER AT A DEPTH OF 1/8 INCH OR GREATER WILL BECONSIDERED UNACCEPTABLE. RANDOM AND UNCONTROLLED CRACKING WILL BE CONSIDERED UNACCEPTABLE.REPLACE CONCRETE PAVEMENT AS DIRECTED BY ENGINEER AND OWNER. PERFORM PAVEMENT REPLACEMENTAT NO ADDITIONAL COST TO THE OWNER. REMOVE AND REPLACE UNACCEPTABLE WORK AS DIRECTED BY THEENGINEER AT NO ADDITIONAL COST TO THE OWNER.C. CONCRETE CURB AND GUTTER: CONFORM TO MN/DOT SPEC 2531.3. DEVIATIONS ALONG ADA ACCESSIBLEROUTES THAT EXCEED THE MAXIMUMS WILL BE CONSIDERED UNACCEPTABLE.PAVING, PAVEMENT MARKING, AND SIGNAGE NOTES CONT.D. PAVEMENT MARKINGS: CONFORM TO MN/DOT SPEC 2582.3.C, EXCEPT AS MODIFIED HEREIN: LINE WIDTHDEVIATIONS LESS THAN OR EQUAL TO ±1/4 INCH FROM THE SPECIFIED WIDTH WILL BE ALLOWED FOR STRIPINGPROVIDED THE VARIATION IS GRADUAL AND DOES NOT DETRACT FROM THE GENERAL APPEARANCE. BROKENLINE SEGMENTS LESS THAN OR EQUAL TO ±1/4 FOOT FROM THE SPECIFIED LENGTHS WILL BE ALLOWED FORSTRIPING. ALIGNMENT DEVIATIONS FROM THE CONTROL GUIDE SHALL NOT EXCEED 2 INCHES. MATERIAL SHALLNOT BE APPLIED OVER LONGITUDINAL JOINTS. ESTABLISHMENT OF APPLICATION TOLERANCES SHALL NOTRELIEVE THE CONTRACTOR OF THEIR RESPONSIBILITY TO COMPLY AS CLOSELY AS PRACTICABLE WITH THEPLANNED DIMENSIONS.14. CONTRACTOR SHALL INSTALL A MINIMUM OF 12 INCHES AGGREGATE BASE PAST THE BACK OF CURB, SEE DETAILS.SITE NOTES1. SEE GENERAL NOTES FOR ADDITIONAL PROJECT AND SITE INFORMATION.2. REFER TO THE ARCHITECTURAL, STRUCTURAL, LANDSCAPE, AND MEP PLANS FOR EXACT LOCATIONS OF ANDDIMENSIONS OF BUILDINGS, VESTIBULES, STOOPS, OVERHANGS, COLUMNS, RAMPS, SIDEWALKS, TRASHENCLOSURES, TRAFFIC GATES, MONUMENT SIGNS, LANDSCAPING, PLANTINGS, TREES, SITE LIGHTING, EXTERIORELECTRICAL, BACKFLOW PREVENTORS AND BUILDING UTILITY ENTRANCE LOCATIONS.3. BUILDING LINES SHOWN ARE APPROXIMATE OUTSIDE LINES OF BUILDINGS AT GRADE, MAY NOT ACCOUNT FOREXTRUSIONS (I.E. BALCONIES, OVERHANGS, LIGHTING, ETC.) ABOVE GRADE, AND ARE BASED ON INFORMATIONPROVIDED TO STANTEC BY THE ARCHITECT. CONTRACTOR SHALL VERIFY FINAL BUILDING PLANS WITH ARCHITECT.4. CONTRACTOR AND SURVEYOR SHALL FIELD VERIFY THE BUILDING FOOTPRINT/OUTLINE AND OUTER MOSTEXTRUSIONS PRIOR TO CONSTRUCTION TO REVIEW POTENTIAL CONFLICTS WITH ADJACENT WORK, EXISTING SITEFEATURES, PROPERTY LINES, SETBACKS, ETC.5. RETAINING WALL ELEVATIONS SHOWN ON GRADING PLAN. RETAINING WALL DESIGNED BY OTHERS. COORDINATEWITH PROJECT PARTNERS6. CONCRETE GUTTER PAN TO TIP IN THE SAME DIRECTION AS THE ADJACENT PAVEMENT.7. DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.PAVING, PAVEMENT MARKING, AND SIGNAGE NOTES1. SEE GENERAL NOTES FOR ADDITIONAL PROJECT AND SITE INFORMATION.2. CONTRACTOR SHALL MAINTAIN STREET AND TRAFFIC SIGNS AT ALL TIMES DURING CONSTRUCTION.3. SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES MUST BE IN ACCORDANCE WITH THESTATE'S MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THE APPLICABLE ROAD AUTHORITYSTANDARDS.4. THE PAVEMENT SURFACE SHALL BE CLEANED AT THE DIRECTION OF THE APPLICABLE ROAD AUTHORITY AND THEENGINEER JUST PRIOR TO APPLICATION OF PAVEMENT MARKINGS. PAVEMENT CLEANING SHALL CONSIST OF ATLEAST BRUSHING WITH A ROTARY BROOM (NON-METALLIC) OR AS RECOMMENDED BY THE MATERIALSMANUFACTURER AND ACCEPTABLE TO THE APPLICABLE ROAD AUTHORITY AND THE ENGINEER.5. THE PAVEMENT MARKING APPLICATION SHALL IMMEDIATELY FOLLOW THE PAVEMENT CLEANING.6. PAVEMENT MARKING EDGE LINES ARE TO BE BROKEN ONLY AT INTERSECTION WITH PUBLIC ROADS AND PRIVATEENTRANCES IF THEY ARE CONTROLLED BY A YIELD SIGN, STOP SIGN OR TRAFFIC SIGNAL. THE BREAK POINT IS TOBE AT THE START OF THE RADIUS FOR THE INTERSECTION OR AT MARKED STOP LINES.7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAVEMENT MARKING RELATED ACTIVITIES, SUCH AS, BUT NOTLIMITED TO, COLLECTING DATA FROM IN PLACE LANE LINES, MARKING PERMANENT MARKING ALIGNMENTS,NECESSARY 'SPOTTING' AT APPROPRIATE POINTS AND TO DETERMINE NECESSARY STARTING AND CUTOFFPOINTS. EXACT LOCATION OF PAVEMENT MARKINGS TO BE FIELD LOCATED BY THE CONTRACTOR.8. THE CONTRACTOR SHALL HAVE A MINIMUM OF 2 PEOPLE WITH CURRENT ACI CONCRETE FLATWORK TECHNICIANOR FLATWORK FINISHER CERTIFICATION, AND AT LEAST ONE OF THEM MUST BE ONSITE FOR ALL CONCRETEPOURS.9. PROTECT CONCRETE PAVING FROM DAMAGE. EXCLUDE TRAFFIC FROM PAVING FOR A MINIMUM OF 14 DAYS AFTERPLACEMENT. WHEN CONSTRUCTION TRAFFIC IS PERMITTED, MAINTAIN PAVING AS CLEAN AS POSSIBLE BYREMOVING SURFACE STAINS AND SPILLAGE OF MATERIALS AS THEY OCCUR. MAINTAIN CONCRETE FREE OFSTAINS, DISCOLORATION, DIRT, AND OTHER FOREIGN MATERIALS. SWEEP PAVING NOT MORE THAN TWO DAYSBEFORE DATE SCHEDULED FOR SUBSTANTIAL COMPLETION INSPECTIONS. REPAIR OR REPLACESTAINED/DISCOLORED CONCRETE TO THE SATISFACTION OF THE OWNER AT NO COST TO THE OWNER.10. CONSTRUCTION AND MATERIALS WITHIN PUBLIC RIGHT-OF-WAY MUST BE IN ACCORDANCE WITH APPLICABLE ROADAUTHORITY'S SPECIFICATIONS AND STANDARDS. DOT SPECIFICATIONS AND STANDARDS APPLY IF NOT COVEREDBY LOCAL OR COUNTY REGULATIONS. PAVING, PAVEMENT MARKINGS, AND SIGNAGE WITHIN THE SITE SHALL MEETTHE FOLLOWING REQUIREMENTS:A. BITUMINOUS: CONFORM TO MN/DOT SPEC 23601) WEARING COURSE MIX DESIGN: SPWEA340B2) NON-WEARING COURSE MIX DESIGN: SPNWB330B3) WEARING COURSES - 10% MAX RAP, NO RAS ALLOWED. NON-WEARING COURSES - 20% MAX RAP4) TACK COAT: MN/DOT SPEC 2357, EMULSIFIED ASPHALT, CATIONIC, CSS-1 OR CSS-1HB. MAXIMUM ALLOWABLE BITUMINOUS LIFT THICKNESS SHALL NOT EXCEED 3 INCHES. MINIMUM LIFT THICKNESSSHALL BE IN ACCORDANCE WITH THE FOLLOWING: 1.5 INCHES FOR MIXES WITH 0.5 INCH MAX AGGREGATE SIZE(SP 9.5); 2 INCHES FOR MIXES WITH 0.75 INCH MAX AGGREGATE SIZE (SP 12.5); 0.75 INCHES FOR MIXES WITH0.375 INCH MAX AGGREGATE SIZE (SP 4.75)C. PLACE TACK COAT BETWEEN NEW SURFACE AND EACH NEW LIFT AT A RATE OF 0.05 GALLONS PER SQUAREYARD.D. CONCRETE SIDEWALK/DRIVEWAYS/SLABS MATERIALS: MN/DOT SPEC 24611) MANUAL PLACEMENT MIX DESIGN: MN/DOT MIX 3F52A2) FLY ASH: CLASS FE. CONCRETE CURB AND GUTTER MATERIALS: MN/DOT SPEC 24611) MANUAL PLACEMENT: MN/DOT 3F522) SLIP FORM PLACEMENT: MN/DOT 3F32F. CONCRETE METAL REINFORCEMENT:1) BAR SUPPORTS: CONFORM TO "BAR SUPPORT SPECIFICATIONS AND STANDARD NOMENCLATURE", CRSIMANUAL OF STANDARD PRACTICE.EROSION CONTROL NOTES1. SEE GENERAL NOTES FOR ADDITIONAL PROJECT AND SITE INFORMATION.2. CONTRACTOR SHALL CONFORM TO AND CONDUCT INSPECTIONS IN ACCORDANCE WITH THE NPDES PERMIT ANDSWPPP REQUIREMENTS.3. BEFORE SITE DISTURBANCE AND AS REQUIRED AS CONSTRUCTION PROGRESSES, CONTRACTOR SHALL INSTALL,MAINTAIN, REPAIR, AND REPLACE EROSION PREVENTION MEASURES AND SEDIMENT CONTROL DEVICES (INLETPROTECTION, CONSTRUCTION ENTRANCE, SILT FENCE, EROSION CONTROL BLANKET, ETC.) IN ACCORDANCE WITHTHE NDPES PERMIT, THE SWPPP, AND CITY OF EDINA.4. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING ON SITE CONDITIONS DURINGCONSTRUCTION. COORDINATE WITH ENGINEER.5. CONTRACTOR SHALL STABILIZE ALL EXPOSED SOIL AREAS WITHIN THE CONSTRUCTION LIMITS WITHIN 7 DAYSAFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE THAT HAS TEMPORARILY (WILL NOT RESUMEFOR A PERIOD EXCEEEDING 14 CALENDAR DAYS) OR PERMANENTLY CEASED. STABILIZATION MUST BE INITIATEDPROMPTLY. REFER TO LANDSCAPE PLANS FOR FINAL GROUND COVER MATERIALS.6. CONTRACTOR SHALL REMOVE ANY SEDIMENT THAT HAS TRACKED ONTO PAVED SURFACES BOTH ON AND OFFSITEWITHIN 24 HOURS AND AS DIRECTED BY CITY OF EDINA, ROAD AUTHORITY, OWNER, AND ENGINEER. SWEEPSTREET IN ACCORDANCE WITH CITY OF EDINA, ROAD AUTHORITY, AND NDPES PERMIT REQUIREMENTS.7. CONTRACTOR SHALL COMPLETE CONCRETE WASH-OUT OFF-SITE OR PROVIDE SELF-CONTAINED CONCRETEREADY MIX TRUCKS.8. CONTRACTOR SHALL MINIMIZE DUST FROM CONSTRUCTION OPERATIONS BY PROVIDING WATER OR OTHERAPPROVED METHOD ON A DAILY BASIS.9. CONTRACTOR SHALL PHASE GRADING WORK TO MINIMIZE THE DURATION THAT DISTURBED SOIL IS EXPOSED.10. CONTRACTOR SHALL PROVIDE/INSTALL DIVERSION DITCHES, SEDIMENT BASINS, AND OTHER EROSIONPROTECTION/SEDIMENT CONTROL MEASURES AS NECESSARY DURING INTERIM PROJECT CONDITIONS (NOTSHOWN ON PLANS) TO MANAGE/DIVERT STORM WATER AWAY FROM SITE FEATURES AND CONTROLEROSION/SEDIMENT. CONTRACTOR SHALL ADJUST MEASURES AS NECESSARY THROUGHOUT PROJECT PHASING.11. CONTRACTOR SHALL LOCATE SOIL STOCKPILES NO LESS THAN 50 FEET FROM ROADWAYS, STORMWATER INLETS,PONDS, WETLANDS, DRAINAGE CHANNELS, AND OTHER SURFACE WATERS. IF REMAINING FOR MORE THAN 7 DAYSSTABILIZE THE STOCKPILES BY MULCHING, VEGETATED COVER, TARPS, OR OTHER MEANS IN ACCORDANCE WITHTHE NPDES PERMIT. PLACE PERIMETER SEDIMENT CONTROLS AROUND STOCKPILES TO CONTROL EROSION.COVER TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES IF LEFT FROM MORE THAN 24 HOURS.12. CONTRACTOR SHALL REMOVE ALL EROSION CONTROL MEASURES AFTER SITE HAS BEEN STABILIZED ANDVEGETATION IS ESTABLISHED AS DIRECTED BY ENGINEER. EROSION CONTROL MEASURES USED FORCONSTRUCTION MUST NOT BE REMOVED UNTIL AUTHORIZED BY OWNER OR ENGINEER.13. CONTRACTOR SHALL PROVIDE TEMPORARY SEDIMENT BASINS FOR COMMON DRAINAGE LOCATIONS THAT SERVEAN AREA WITH 5 OR MORE ACRES DISTURBED AT ONE TIME IF IT'S LOCATED WITHIN ONE MILE OF AN IMPAIREDWATER.14. CONTRACTOR SHALL SUBMIT THE NOTICE OF TERMINATION AT THE COMPLETION OF THE PROJECT INACCORDANCE WITH THE NPDES PERMIT AND SWPPP REQUIREMENTS.15. SOIL PREPARATION: PREPARE SOIL IN ACCORDANCE WITH MN/DOT SPEC 2574, PART 3.A.3 SOIL BED PREPARATIONAND PART 3.A.4 SUBSOILING.16. EROSION CONTROL SHALL MEET THE FOLLOWING REQUIREMENTS:A. SILT FENCE: MN/DOT SPECS 2573 AND 3886, TYPE MS MACHINE SLICEDB. SEDIMENT CONTROL LOG (BIOLOG/BIOROLL): MN/DOT SPECS 2573 AND 3897, TYPE STRAW. STRAW BIOROLLS, 8 TO9 INCHES IN DIAMETER, MINIMUM 10 FEET LONG, FILLED WITH GRAIN STRAW, FREE OF SEED-BEARING STALKS OFNOXIOUS GRASSES OR WEEDS WITH NATURAL FIBER OUTER NETTING.C. EROSION CONTROL BLANKET: MN/DOT SPECS 2575 AND 3885, CATEGORY 20 (NATURAL NETTING ONLY).D. TEMPORARY SEED: MN/DOT SPECS 2575 AND 3876, STATE SEED MIX 21-111 OATS COVER CROP.E. PERMANENT SEED: SEE LANDSCAPE PLAN.F. MULCH: MN/DOT SPECS 2575 AND 3882, TYPE 1 FOR 2X-XXX MNDOT MIXES AND TYPE 3 FOR 3X-XXX MIXES, TWOTONS PER ACRE, DISK ANCHORED IN AREAS THAT DO NOT RECEIVE EROSION CONTROL BLANKET.17. HYDRAULIC MULCH: MN/DOT SPECS 2575 AND 3884, HYDRAULIC BONDED FIBER MATRIX (BFM). APPLY AT A RATE OF3500 LBS/AC.DEWATERING NOTES1. SEE GENERAL NOTES FOR ADDITIONAL PROJECT AND SITE INFORMATION.2. CONTRACTOR MAY ENCOUNTER GROUND WATER. DEWATERING WORK NECESSARY FOR CONSTRUCTION WILL BECONSIDERED INCIDENTAL TO OTHER WORK.3. CONTRACTOR SHALL OBTAIN APPLICABLE REQUIRED PERMITS (INCLUDING MN DNR WATER APPROPRIATIONPERMIT) AND SUBMIT DEWATERING PLAN TO CITY AND ENGINEER FOR REVIEW. DEWATERING MUST MEET PERMITREQUIREMENTS AND BE REVIEWED BEFORE STARTING CONSTRUCTION ACTIVITIES.4. CONTRACTOR MUST DEWATERING IN ACCORDANCE WITH THE NPDES PERMIT AND PROJECT SWPPP.5. CONTRACTOR MUST DISCHARGE TURBID OR SEDIMENT-LADEN WATER RELATED TO DEWATERING OR BASINDRAINING (E.G. PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY OR PERMANENTSEDIMENTATION BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. CONTRACTOR MAY DISCHARGE FROM THETEMPORARY OR PERMANENT SEDIMENTATION BASINS TO THE SURFACE WATERS IF THE BASIN WATER HAS BEENVISUALLY CHECKED TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED IN THE BASIN AND THAT NUISANCECONDITIONS (SEE MINNESOTA RULES CHAPTER 7050.0210, SUBPART 2) WILL NOT RESULT FROM THE DISCHARGE. IFTHE WATER CANNOT BE DISCHARGED TO A SEDIMENTATION BASIN PRIOR TO ENTERING THE SURFACE WATER, ITMUST BE TREATED WITH THE APPROPRIATE BMPs (E.G. SILT BAGS), SUCH THAT THE DISCHARGE DOES NOTADVERSELY AFFECT THE RECEIVING WATER OR DOWNSTREAM PROPERTIES. IF THE CONTRACTOR MUSTDISCHARGE WATER THAT CONTAINS OIL OR GREASE, THE CONTRACTOR MUST USE AN OIL-WATER SEPARATOR ORSUITABLE FILTRATION DEVICE (E.G. CARTRIDGE FILTERS, ABSORBENTS PADS) PRIOR TO DISCHARGING THEWATER. THE CONTRACTOR MUST ENSURE THAT DISCHARGE POINTS ARE ADEQUATELY PROTECTED FROMEROSION AND SCOUR. THE DISCHARGE MUST BE DISPERSED OVER NATURAL ROCK RIPRAP, SANDBAGS, PLASTICSHEETING, OR OTHER ACCEPTED ENERGY DISSIPATION MEASURES.6. CONTRACTOR MUST DISCHARGE WATER FROM DEWATERING OR BASIN-DRAINING ACTIVITIES IN A MANNER THATDOES NOT CAUSE NUISANCE CONDITIONS, EROSION IN RECEIVING CHANNELS OR ON DOWN SLOPE PROPERTIES,OR INUNDATION IN WETLANDS CAUSING SIGNIFICANT ADVERSE IMPACT TO THE WETLAND.7. IF THE CONTRACTOR IS USING FILTERS WITH BACKWASH WATER, THE CONTRACTOR MUST HAUL THE BACKWASHWATER AWAY FOR DISPOSAL, RETURN THE BACKWASH WATER TO THE BEGINNING OF THE TREATMENT PROCESS,OR INCORPORATE THE BACKWASH WATER INTO THE SITE IN A MANNER THAT DOES NOT CAUSE EROSION. THECONTRACTOR MAY DISCHARGE BACKWASH WATER TO THE SANITARY SEWER IF PERMISSION IS GRANTED BY THESANITARY SEWER AUTHORITY. THE CONTRACTOR MUST REPLACE AND CLEAN THE FILTER MEDIA USED INDEWATERING DEVICES WHEN REQUIRED TO RETAIN ADEQUATE FUNCTION.Submitted 4/26/2024 Planning Department DWN BY:ISSUE DATE:PROJECT NO.:U:\193806086\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-002 GENERAL NOTES 06086.dwg 4/25/2024 HIMMERICH, MICHAEL DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:4/25/2024 2:06:30 PM PROJECT TITLE:CHK'D BY: APP'D BY:CERTIFICATION:733 MARQUETTE AVESUITE 1000MINNEAPOLIS, MN 55402PHONE: 612-712-2000WWW.STANTEC.COMDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:ENCLAVE MIXED-USE DEVELOPMENT ON FRANCE 7235 FRANCE AVE S. EDINA, MINNESOTA 55435193806086MDH JRA JRA04/26/20241DATE: DESCRIPTION:ISSUE NO.: 04/26/2024 CITY SUBMITTAL 1 NOT FOR CONSTRUCT ION GRADING NOTES1. SEE GENERAL NOTES FOR ADDITIONAL PROJECT AND SITE INFORMATION.2. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE, UNLESS NOTED OTHERWISE.3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO QUANTIFY SOIL IMPORT OR EXPORT FOR THE SITE AND PERFORMTHEIR OWN QUANTITY TAKEOFFS FROM THE DRAWINGS FOR BIDDING PURPOSES. SUITABLE OFFSITE IMPORTMATERIAL MAY BE NECESSARY TO ACHIEVE THE FINAL GRADES SHOWN ON THE DRAWINGS. CONTRACTOR SHALLCOORDINATE WITH ENGINEER TO VERIFY IMPORT, FROM CONTRACTOR DETERMINED SOURCE, IS SUITABLE FORUSE. EXCESS MATERIAL, UNLESS NOTED OTHERWISE, IS THE PROPERTY OF THE CONTRACTOR AND IS TO BEMOVED AND DISPOSED OF OFFSITE IN ACCORDANCE WITH APPLICABLE LAWS.4. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND ENSURE NO PONDING IN PAVEDAREAS. CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING IF GRADING DISCREPANCIES ARE FOUND IN EXISTINGOR PROPOSED GRADES PRIOR TO PLACEMENT OF PAVEMENT. OBSERVE PAVEMENT AREAS FOR EVIDENCE OFPONDING BEFORE PLACEMENT OF PAVEMENT TO ENSURE DRAINAGE IS ADEQUATE TO INTENDED AREA.5. CONTRACTOR SHALL BACKFILL SUBGRADE AND TRENCH EXCAVATIONS PROMPTLY AFTER EXCAVATION FORPUBLIC SAFETY OR ACCESS TO DRIVEWAYS.6. CONTRACTOR SHALL PROVIDE TOPSOIL, SEED/SOD, MULCH, AND FERTILIZER IN ACCORDANCE WITH THELANDSCAPE PLAN.7. REFERENCE LANDSCAPE PLAN FOR MINIMUM TOPSOIL THICKNESS8. EXISTING TOPSOIL ON SITE VARIES IN DEPTH. CONTRACTOR SHALL REMOVE SURFACE VEGETATION AND TOPSOILAND OTHER LOOSE, SOFT OR OTHERWISE UNSUITABLE MATERIAL FROM THE IMPERVIOUS AREAS AND OTHERAREAS AS DIRECTED BY THE ENGINEER BEFORE PLACEMENT OF SUITABLE FILL MATERIAL.9. CONTRACTOR SHALL EXCAVATE AND DISPOSE OF UNSUITABLE OR CONTAMINATED SOILS DISCOVERED ONSITE INACCORDANCE WITH APPLICABLE REGULATIONS AND AS DIRECTED BY THE ENGINEER.10. CONTRACTOR SHALL CONSTRUCT/GRADE SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSINGDRIVEWAYS IN ACCORDANCE WITH CURRENT ADA STATE AND NATIONAL STANDARDS. NOTIFY ENGINEER INWRITING IMMEDIATELY IF ADA CRITERIA CANNOT BE MET AT ANY LOCATION.11. EXISTING SPOT ELEVATIONS AT MATCH POINTS ARE BASED ON INTERPOLATED POINT TO POINT SURVEY DATA.CONTRACTOR IS RESPONSIBLE FOR VERIFYING CONNECTION POINTS PRIOR TO INSTALLATION OF IMPROVEMENTS.CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING IMMEDIATELY OF ANY FIELD DISCREPANCIES. CONTRACTOR ISRESPONSIBLE FOR MAKING NECESSARY ADJUSTMENTS IN THE FIELD FOR CONSTRUCTABILITY, REGULATORYCOMPLIANCE (ADA), POSITIVE DRAINAGE, AND TO ENSURE SMOOTH TRANSITIONS TO FIELD CONDITIONS.CONTRACTOR IS RESPONSIBLE FOR REWORK OF A DISCREPANCY THAT IS NOT COMMUNICATED TO THE ENGINEERIN WRITING AT NO ADDITIONAL COST TO THE OWNER.12. EXCAVATE, COMPACT EMBANKMENT/SUITABLE FILL AND BACKFILL IN ACCORDANCE WITH THE GEOTECHNICALREPORT AND IN ACCORDANCE WITH MN/DOT SPEC 2106 SPECIFIED DENSITY METHOD.13. CONTRACTOR SHALL MEET MOISTURE CONTENT/CONTROL REQUIREMENTS IN ACCORDANCE WITH THEGEOTECHNICAL REPORT AND MN/DOT SPEC 2106 AND SITE TESTING REQUIREMENTS.14. ONSITE EMBANKMENT MATERIAL FREE OF ORGANIC SOIL AND DEBRIS MAY BE CONSIDERED FOR REUSE ASSUITABLE FILL MATERIAL IN PERVIOUS AREAS BUT MUST BE ACCEPTED BY THE ENGINEER.15. IMPORTED SUITABLE FILL MATERIAL NEEDED MAY CONSIST OF SAND (SW, SP), SILTY SAND (SM), CLAYEY SAND (SC),SANDY LEAN CLAY OR LEAN CLAY (CL), ACCORDING TO THE USCS CLASSIFICATION WITH A PLASTIC INDEX OFTHESE MATERIALS NOT EXCEEDING 15 AND MUST BE ACCEPTED BY THE ENGINEER BEFORE BRINGING ON THESITE.16. ANY EXISTING STRUCTURES (I.E. MANHOLES, VALVES, ETC.) WITHIN THE LIMITS OF DISTURBANCE SHALL HAVE RIMSADJUSTED TO MATCH PROPOSED GRADES, UNLESS NOTED OTHERWISE. ADJUSTMENTS SHALL BE IN ACCORDANCEWITH CITY/UTILITY PROVIDER REQUIREMENTS17. CONTRACTOR SHALL PROVIDE DEWATERING MEASURES AS REQUIRED OR AS DIRECTED BY THE ENGINEER AT NOADDITIONAL COST TO THE OWNER. SEE DEWATERING NOTES FOR ADDITIONAL REQUIREMENTS.18. FIELD QUALITY CONTROL:A. SOILS TESTING WILL BE COMPLETED BY A GEOTECHNICAL ENGINEER/INDEPENDENT TESTING AGENCY HIRED BYTHE CONTRACTOR AND APPROVED BY THE OWNER. CONTRACTOR SHALL COORDINATE REQUIRED SOILS TESTSAND INSPECTIONS WITH THE ENGINEER.B. TESTING SHALL FOLLOW THE FREQUENCY OUTLINED IN THE GEOTECHNICAL REPORT OR MN/DOT SCHEDULE OFMATERIALS CONTROL. WHERE NO FREQUENCY IS PROVIDED, CONSULT THE ENGINEER FOR MINIMUMREQUIREMENTS.19. TOLERANACES:20. GRADING ELEVATIONS - CONFORM TO MN/DOT SPEC 2106.3.I EXCEPT AS MODIFIED HEREIN: FINISHED GRADING OFSUBGRADE PRIOR TO PLACEMENT OF AGGREGATE BASE COURSES SHALL NOT VARY BY MORE THAN 0.05 FEETABOVE OR BELOW THE DESIGN, OR ENGINEER ADJUSTED GRADE.C-003GENERAL NOTESUTILITY NOTES1. SEE GENERAL NOTES FOR ADDITIONAL PROJECT AND SITE INFORMATION.2. CONTRACTOR SHALL COMPLY WITH THE SPECIFICATIONS AND REQUIREMENTS OF MINNESOTA PLUMBING CODEFOR MATERIALS, INSTALLATION, AND TESTING OF WATER AND SANITARY UTILITIES.3. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7 FEET 6 INCHES COVER ON ALL WATERLINES, UNLESS OTHERWISENOTED. PROVIDE HYDRANT EXTENSIONS AND GATE VALVE NUT EXTENSIONS IF WATERLINE IS DEEPER THANMINIMUM COVER. PROVIDE INSULATION OVER WATERMAIN AND SERVICES WITH PROPOSED ELEVATIONS LESSTHAN MINIMUM BURY DEPTH PER PROJECT DETAILS AND UTILITY PROVIDER REQUIREMENTS.4. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7 FEET 6 INCHES COVER ON ALL SANITARY SEWER AND SERVICES,UNLESS OTHERWISE NOTED. PROVIDE INSULATION OVER SANITARY SEWER AND SERVICES WITH PROPOSEDELEVATIONS LESS THAN MINIMUM BURY DEPTH PER PROJECT DETAILS AND UTILITY PROVIDER REQUIREMENTS.5. CONTRACTOR SHALL PROVIDE 10 FEET MINIMUM HORIZONTAL SEPARATION (OUTSIDE EDGE OF PIPE TO OUTSIDEEDGE OF PIPE/STRUCTURE) BETWEEN WATER LINES AND SANITARY OR STORM LINES AND STRUCTURES6. CONTRACTOR SHALL PROVIDE 18 INCH MINIMUM VERTICAL SEPARATION (OUTSIDE EDGE OF PIPE TO OUTSIDEEDGE OF PIPE) BETWEEN WATER LINES AND OTHER UTILITY LINE CROSSINGS. PROVIDE INSULATION WHEREWATER, SANITARY OR STORM UTILITIES CROSS. OFFSET WATERMAIN AND SERVICES AS NECESSARY.7. PIPE LENGTH INDICATED BETWEEN STRUCTURES IS FROM CENTER OF STRUCTURE TO CENTER OF STRUCTUREUNLESS NOTED OTHERWISE.8. PIPE SIZES SHOWN ON THE PLANS ARE INTERNAL PIPE DIAMETER.9. CONTRACTOR SHALL INSTALL TRACER WIRE ON ALL SEWER AND WATER MAINS, LATERALS, SERVICE PIPE ANDCONNECTIONS TO RISERS, CURB BOXES, MANHOLES, VALVES, HYDRANTS PER CITY/UTILITY PROVIDERREQUIREMENTS AND PROJECT DETAILS AND SPECIFICATIONS.10. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES(EXISTING AND PROPOSED), THE WATER LINE MUST INCLUDE ONE FULL LENGTH OF PIPE SO BOTH JOINTS ARE ASFAR FROM THE SEWER/UTILITY AS POSSIBLE AND SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUSTBLOCKING AS REQUIRED TO PROVIDE MINIMUM CLEARANCE.11. WATER SERVICES SHALL NOT HAVE ANY INTERMITTENT HIGH POINTS, EXCEPT AT HYDRANTS OR AS NOTED ATSPECIFIC LOCATIONS ON THE PLANS.12. CONTRACTOR SHALL VERIFY PIPE SIZE, MATERIAL, AND ELEVATION FOR ALL CONNECTIONS. PROVIDEAPPROPRIATE PIPES AND FITTINGS REQUIRED TO MAKE CONNECTIONS TO EXISTING INFRASTRUCTURE ASVERIFIED IN THE FIELD IN ACCORDANCE WITH CITY/UTILITY PROVIDER REQUIREMENTS.13. WATER AND SANITARY SEWER SERVICES ARE SHOWN TERMINATING AT THE BUILDING FOOTPRINT BUT AREDESIGNED TO WITHIN 5 FEET OF THE BUILDING FOOTPRINT. VERIFY WITH MEP/PLUMBING PLANS/DESIGNER FOREXACT LOCATIONS, ELEVATIONS, AND DIMENSIONS OF BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES),METERS, AND BUILDING UTILITY ENTRANCE LOCATIONS. SERVICE DESIGNS AND INVERTS WITHIN 5 FEET OF THEBUILDING ARE FOR ILLUSTRATIVE AND REFERENCE PURPOSES ONLY. SEE MEP/PLUMBING PLANS FORCONTINUATION. VERIFY LOCATIONS AND INVERT ELEVATIONS WITH MEP/PLUMBING PLANS. PROVIDE A RISER PIPEAS NEEDED TO MATCH PLUMBING PIPING.14. WATER AND SANITARY SEWER SERVICE SIZES AND ALIGNMENT ARE PRELIMINARY. CONTRACTOR TO DETERMINEFINAL SIZING AND ALIGNMENT W/ MEP DESIGN. IN THE EVENT THE FINAL SIZE OR ALIGNMENT IS DIFFERENT THANPRELIMINARY, CONTRACTOR SHALL NOTIFY THE ENGINEER AND OWNER IN WRITING IMMEDIATELY.15. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED, AND APPROVED PRIOR TO BACKFILLING IN ACCORDANCEWITH AGENCY HAVING JURISDICTION REQUIREMENTS.16. CONTRACTOR SHALL PLACE AND COMPACT SUITABLE FILL MATERIAL BEFORE INSTALLATION OF PROPOSEDUTILITIES.17. SANITARY SEWER MAIN, SERVICE PIPES, FITTINGS, AND STRUCTURES SHALL MEET THE FOLLOWINGREQUIREMENTS:A. SANITARY SERVICE PIPE: PVC SCHEDULE 40 PER ASTM D1785B. SANITARY PIPE FITTINGS: ASTM D2665 FOR SDR AND SCH 40 PVC PIPE, INJECTION MOLDED (GRAVITY LINES ONLY)C. SANITARY PIPE JOINTS: ASTM F656 AND D2564 FOR SCHEDULE 40 PIPED. SANITARY SYSTEM TRACER WIRE: CITY REQUIREMENTSE. SANITARY PRECAST STRUCTURE: CONFORM TO THE DETAILS/STANDARD PLATES AS SHOWN ON THE DRAWINGS,INCLUDING INTEGRAL BASE SECTIONS AND RUBBER GASKETED TONGUE AND GROOVE JOINTS, UNLESS SHOWNOTHERWISE. ALL PIPE OPENINGS SHALL HAVE INTEGRAL CAST WATERTIGHT SEAL.UTILITY NOTES CONT.F. SANITARY PRECAST STRUCTURE DESIGN: THE STRUCTURE BASE SLAB, PERIMETER WALLS, AND TOP SLAB SHALLBE DESIGNED FOR SHEAR STRENGTH, FLEXURAL STRENGTH, AND OTHER APPLICABLE STRENGTHS DUE TOHYDROSTATIC LOADING. THE DESIGN OF THE STRUCTURE SHALL CONFORM TO A MINIMUM FACTOR OF SAFETY OF1.3 FOR BUOYANCY AND FLOTATION. THE HYDROSTATIC LOADING (WATER TABLE ELEVATIONS) SHALL BEASSUMED FROM THE TOP OF THE STRUCTURE. THE STRUCTURE SHALL BE DESIGNED AND DETAILED PREPAREDBY A PROFESSIONAL ENGINEER, EXPERIENCED IN PRECAST CONCRETE MANHOLE DESIGN, WHO IS LICENSED INTHE STATE OF MINNNESOTA.G. SANITARY PIPE/STRUCTURE CONNECTION: CONTRACTOR SHALL PROVIDE AND INSTALL A FLEXIBLE COMPRESSIONJOINT TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES IN ACCORDANCE WITH MINNESOTA PLUMBING CODECHAPTER 7, SECTION 719.6. RESILIENT RUBBER JOINTS MAY BE USED IF APPROVED BY AGENCY HAVINGJURISDICTION.H. STRUCTURE ADJUSTMENT RINGS: CONCRETE WITH MINIMUM 3,000 PSI COMPRESSIVE STRENGTH, SINGLE HOOP8-GAUGE STEEL WIRE REINFORCEMENT, AND 2 INCH THICKNESS EACH RINGI. ADHESION MATERIAL: BETWEEN TOP SLAB AND BARREL SECTION - RAM-NEK OR APPROVED EQUAL. FORCONCRETE RINGS, USE AIR ENTRAINED UNDERGROUND UTILITY MORTAR IN ACCORDANCE WITH ASTM C270, ASTMC387, MN/DOT SPEC 2506.2.B AND MN/DOT SPEC 3107.2.A.1..J. EXTERNAL/INTERNAL SEALS: IN ACCORDANCE WITH CITY REQUIREMENTS18. WATERMAIN, SERVICE PIPES AND FITTINGS TO MEET THE FOLLOWING REQUIREMENTS:A. WATER SERVICE PIPING - 4 INCHES AND LARGER: PVC C900 DR 18 PER AWWA C 900B. WATER SERVICE PIPE FITTINGS - 4 INCHES AND LARGER: AWWA C153, 250 PSI WORKING PRESSURE WITHINTERNAL AND EXTERNAL COATING PER AWWA C116C. WATER SYSTEM TRACER WIRE: UTILITY PROVIDER REQUIREMENTSD. THRUST BLOCKING: PROVIDE BLOCKING IN ACCORDANCE WITH UTILITY PROVIDER REQUIREMENTS.E. HYDRANTS: PER UTILITY PROVIDER REQUIREMENTSF. VALVES: PER UTILITY PROVIDER REQUIREMENTS19. CONTRACTOR SHALL INSTALL AND PROVIDE BEDDING FOR PIPING/ STRUCTURES IN ACCORDANCE WITH CEAM,ASTM D 2321 AND ASTM F 1668 (FOR GRAVITY SEWER), ASTM D 2774 (FOR PRESSURE PIPE), ASTM C 1479 (FOR RCPIPE), AWWA C600 (FOR DIP PIPE), AWWA C605 (FOR PVC), ASTM A 798 (FOR CMP), AND PROJECT/MANUFACTURERDETAILS AND SPECIFICATIONS.20. IF MANUFACTURER DETAILS SPECIFY DESIGN COMPONENTS TO BE DETERMINED BY SITE DESIGN ENGINEER,CONTRACTOR IS RESPONSIBLE FOR CONTACTING SITE DESIGN ENGINEER TO VERIFY SYSTEM REQUIREMENTSPRIOR TO CONSTRUCTION IF NOT NOTED IN THE DRAWINGS.21. CONTRACTOR SHALL COMPACT EMBANKMENT/BEDDING/BACKFILL MATERIAL IN ACCORDANCE WITH MN/DOT SPEC2106 SPECIFIED DENSITY METHOD, THE GEOTECHNICAL REPORT, AND SITE TESTING REQUIREMENTS.22. CONTRACTOR SHALL MEET MOISTURE CONTENT/CONTROL REQUIREMENTS IN ACCORDANCE WITH MN/DOT SPEC2106, THE GEOTECHNICAL REPORT, AND SITE TESTING REQUIREMENTS.23. FIELD QUALITY CONTROL, TESTING, INSPECTIONS, AND CERTIFICATIONS MUST COMPLY WITH THE FOLLOWING:A. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES, AGENCY HAVING JURISDICTIONAND UTILITY PROVIDER COMPANIES.B. SANITARY LINES AND STRUCTURES, INCLUDING BUT NOT LIMITED TO:1) SERVICE PIPE AND STRUCTURES TESTING: MEET MN PLUMBING CODE CHAPTER 7 SECTIONS 712 AND 723REQUIREMENTS2) LEAKAGE TESTING: MEET CITY/UTILITY PROVIDER/AGENCY HAVING JURISDICTION REQUIREMENTS3) DEFLECTION TESTING: MEET CITY/UTILITY PROVIDER/AGENCY HAVING JURISDICTION REQUIREMENTS4) TELEVISING: MEET CITY/UTILITY PROVIDER/AGENCY HAVING JURISDICTION REQUIREMENTS5) CONDUCTIVITY/TRACING TESTING: MEET CITY/UTILITY PROVIDER/AGENCY HAVING JURISDICTIONREQUIREMENTSC. WATER LINES AND STRUCTURES, INCLUDING BUT NOT LIMITED TO:1) SERVICE PIPE AND STRUCTURES TESTING: MEET MN PLUMBING CODE CHAPTER 6 SECTIONS 603 AND 609REQUIREMENTS2) HYDROSTATIC PRESSURE TESTING: MEET CITY/UTILITY PROVIDER/AGENCY HAVING JURISDICTIONREQUIREMENTS3) DISINFECTION TESTING: MEET CITY/UTILITY PROVIDER/AGENCY HAVING JURISDICTION, MN PLUMBING CODECHAPTER 6 SECTION 609.9, AND MINNESOTA DEPARTMENT OF HEALTH REQUIREMENTS4) CONDUCTIVITY/TRACING TESTING: MEET CITY/UTILITY PROVIDER/AGENCY HAVING JURISDICTIONREQUIREMENTSD. SERVICE TRENCH COMPACTION TESTING: IN ACCORDANCE WITH UTILITY PROVIDER REQUIREMENTS.E. SANITARY MAIN TRENCH COMPACTION TESTING: IN ACCORDANCE WITH UTILITY PROVIDER REQUIREMENTS.F. SANITARY STRUCTURE COMPACTION TESTING: IN ACCORDANCE WITH UTILITY PROVIDER REQUIREMENTS.G. WATERMAIN TRENCH COMPACTION TESTING: IN ACCORDANCE WITH UTILITY PROVIDER REQUIREMENTS.H. WATER STRUCTURE/VALVE COMPACTION TESTING: IN ACCORDANCE WITH UTILITY PROVIDER REQUIREMENTS.24. TOLERANCES:A. SANITARY PIPE HORIZONTAL: WITHIN 0.50 FEET OF ALIGNMENTB. SANITARY PIPE VERTICAL: ZERO PLUS AND 0.08 FEET MINUS ELEVATION SHOWN WITH NO INTERMEDIATE HIGHPOINTS, LEVEL SECTION, OR REVERSE INVERT SLOPE.C. SANITARY PIPE JOINT DEFLECTION: NO MORE THAN 75% OF MAXIMUM ALLOWABLE, AS RECOMMENDED BYMANUFACTURERS OF PIPE AND JOINT MATERIALD. SANITARY STRUCTURE RIM ELEVATIONS: ZERO PLUS AND 0.08 FEET MINUS ELEVATION SHOWNE. WATER PIPE HORIZONTAL: WITHIN 0.50 FEET OF ALIGNMENTF. WATER PIPE VERTICAL: 0 FEET PLUS AND 1 FEET MINUS ELEVATION SHOWN, WHILE MEETING THE MINIMUMSEPARATION REQUIREMENTS AT CROSSINGS.G. WATER PIPE JOINT DEFLECTION: NO MORE THAN 75% OF MAXIMUM ALLOWABLE, AS RECOMMENDED BYMANUFACTURERS OF PIPE AND JOINT MATERIALH. HYDRANT/VALVE/CASTING ELEVATION: WITHIN 0.05 FEET OF FINAL ELEVATION. VALVE/TRACER WIRE BOXES, CURBSTOPS, AND CASTINGS SHALL NOT EXTEND ABOVE FINAL PAVED SURFACE ELEVATIONSTORM SEWER NOTES CONT.14. STORM SEWER MAINS, SERVICE PIPES, FITTINGS, AND STRUCTURES TO MEET THE FOLLOWING REQUIREMENTS:A. REINFORCED CONCRETE PIPE: REINFORCED CONCRETE (RC) PIPE CLASS PER ACPA LRFD FILL HEIGHT TABLES,TYPE 3 BEDDING, WALL B PER CEAM SPECIFICATIONS AND ASTM C76B. PIPE JOINTS: JOINTS MUST BE CERTIFIED BY THE MANUFACTURER TO BE ABLE TO PASS THE AIR TEST ORINTERNAL HYDROSTATIC PRESSURE REQUIRED BY THE AGENCY HAVING JURISDICTION.C. PIPE CONNECTION TO EXISTING STORM STRUCTURE: CONTRACTOR SHALL PROVIDE AND INSTALL A FLEXIBLECOMPRESSION JOINT TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES IN ACCORDANCE WITH MINNESOTAPLUMBING CODE, SECTION 719.6. RESILIENT RUBBER JOINTS MEETING ASTM C923 MAY BE USED IF APPROVED BYAGENCY HAVING JURISDICTION, SEE PROJECT DETAILS.D. SUBSOIL DRAINS/DRAINTILE: PERFORATED PVC SCH 40 OR SDR 26 IN ACCORDANCE WITH ASTM D2729 - ¼ INCHPERFORATIONS AT 3 INCHES ON CENTER, 4 HOLES PER ROW CONFORMING TO ASTM F758E. SUBSOIL DRAIN AGGREGATE: MN/DOT SPEC 3149.2.H.F. SUBSOIL DRAIN GEOTEXTILE WRAP: MN/DOT SPEC 3733, TYPE 1G. STORM PRECAST STRUCTURES GENERAL: ASTM C478 AND DRAWING DETAILS.H. STORM PRECAST STRUCTURE JOINTS: RUBBER O-RING GASKET MEETING ASTM C443I. STORM PRECAST STRUCTURE STEPS: PER DETAILSJ. STORM PRECAST STRUCTURE DESIGN: DETAILED AND PREPARED BY A PROFESSIONAL ENGINEER EXPERIENCEDIN PRECAST CONCRETE STRUCTURE DESIGN WHO IS LICENSED IN THE STATE OF MINNESOTA. DESIGN SHALLCONFORM TO A MINIMUM SAFETY FACTOR OF 1.3 FOR BUOYANCY AND FLOTATION WITH THE HYDROSTATICLOADING (WATER TABLE ELEVATIONS) ASSUMED FROM THE TOP OF THE STRUCTURE. THE DESIGN OF THE BASESLAB, WALLS, AND TOP SLAB SHALL BE DESIGNED FOR SHEAR STRENGTH, FLEXURAL STRENGTH, AND OTHERAPPLICABLE STRENGTHS DUE TO HYDROSTATIC LOADING. THE DESIGN SHALL BE IN ACCORDANCE WITH THEMOST CURRENT ACI 318, AASHTO, AND MN/DOT STANDARD SPECIFICATIONS FOR CONSTRUCTION, EXCEPT ASNOTED.K. STORM PRECAST STRUCTURE MORTAR MATERIALS: MN/DOT SPEC 2506.2B, ASTM C270, AND ASTM C387.L. STORM PRECAST STRUCTURE ADJUSTMENT RINGS: SIZE TO MATCH CONE OR OPENING IN TOP SLAB. CONCRETEWITH MINIMUM 3,000 PSI COMPRESSIVE STRENGTH, SINGLE HOOP 8-GAUGE STEEL WIRE REINFORCEMENT, AND 2INCH THICKNESS EACH RINGM.STORM PRECAST STRUCTURE ADHESION MATERIAL: BETWEEN TOP SLAB AND BARREL SECTION - RAM-NEK ORAPPROVED EQUAL. FOR CONCRETE RINGS, USE MORTAR MATERIALS.N. STORM PRECAST STRUCTURE INTERNAL/EXTERNAL SEAL: IN ACCORDANCE WITH CITY REQUIREMENTS15. STORM PIPE BEDDING: CONTRACTOR SHALL INSTALL AND PROVIDE BEDDING FOR PIPING/STORMWATERSYSTEMS/VAULTS/CHAMBERS/ STRUCTURES IN ACCORDANCE WITH CEAM, ASTM D 2321 AND ASTM F 1668 (FORGRAVITY SEWER), ASTM D 2774 (FOR PRESSURE PIPE), ASTM C 1479 (FOR RC PIPE), AWWA C600 (FOR DIP PIPE),AWWA C605 (FOR PVC), ASTM A 798 (FOR CMP), AND PROJECT/MANUFACTURER DETAILS AND SPECIFICATIONS.16. STORM SYSTEM TRACER WIRE: MEET AUTHORITY HAVING JURISDICTION REQUIREMENTS17. CONTRACTOR SHALL COMPACT EMBANKMENT/BEDDING/BACKFILL MATERIAL IN ACCORDANCE WITH MN/DOT SPEC2106 SPECIFIED DENSITY METHOD, IN ACCORDANCE WITH THE GEOTECHNICAL REPORT, AND SITE TESTINGREQUIREMENTS.18. CONTRACTOR SHALL MEET MOISTURE CONTENT/CONTROL REQUIREMENTS IN ACCORDANCE WITH MN/DOT SPEC2106, THE GEOTECHNICAL REPORT, AND SITE TESTING REQUIREMENTS.19. FIELD QUALITY CONTROL, TESTING, INSPECTIONS, AND CERTIFICATIONS MUST COMPLY WITH THE FOLLOWING:A. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES, AGENCY HAVING JURISDICTIONAND UTILITY SERVICE COMPANIES.B. STORM LINES AND STRUCTURES, INCLUDING BUT NOT LIMITED TO:1) SERVICE PIPE AND ROOF DRAIN LEADERS TESTING TO COMPLY WITH MN PLUMBING CODE CHAPTER 7 SECTION712 AND CHAPTER 11 SECTION 11072) ALL PORTIONS OF SYSTEM (PIPE AND STRUCTURES) THAT PASS WITHIN 10 FEET OF A WATER LINE, WITHIN 10FEET OF A BUILDING, WITHIN 50 FEET OF WATER WELLS, OR THAT PASS THROUGH SOIL OR WATER IDENTIFIEDAS BEING CONTAMINATED MUST BE TESTED IN ACCORDANCE WITH MN PLUMBING CODE CHAPTER 11 SECTION1107.3) STORM PIPE DEFLECTION TESTING: CEAM 2621.3.F AND AS REQUIRED BY THE MN PLUMBING CODE. 5-PERCENTDEFLECTION ALLOWANCE OF PIPE'S INTERNAL DIAMETER.4) STORM PIPE LEAKAGE TESTING: CEAM 2621.3.E AND AS REQUIRED BY THE MN PLUMBING CODE.5) STORM PIPE LAMPING: VERIFY INSTALLATION IS TRUE TO LINE AND GRADE. VERIFY INSTALLED PIPE ISSTRUCTURALLY SOUND. VERIFY THERE ARE NO BROKEN OR DEFLECTIVE PIPES. VERIFY THAT JOINTS ARE ALLPUSHED HOME. VERIFY STRUCTURES CONFORM TO SPECIFIED REQUIREMENTS. PROVIDE VERIFICATION OFTHE ABOVE IN WRITING TO THE OWNER AND ENGINEER.6) STORM PIPE CONTINUITY TESTING: IN ACCORDANCE WITH CEAM 2611.3.F AND THE AUTHORITY HAVINGJURISDICTION.7) TELEVISING: MEET CITY/UTILITY PROVIDER/AGENCY HAVING JURISDICTION REQUIREMENTS8) STORM PIPE TRENCH COMPACTION TESTING: IN ACCORDANCE WITH THE CITY/UTILITY PROVIDER/AGENCYHAVING JURISDICTION9) STORM STRUCTURE COMPACTION TESTING: IN ACCORDANCE WITH CITY/UTILITY PROVIDER/AGENCY HAVINGJURISDICTION10) BASIN INFILTRATION TESTING: IN ACCORDANCE WITH CITY/AGENCY HAVING JURISDICTIONC. A COPY OF THE TEST RESULTS MUST BE PROVIDED TO THE OWNER, ENGINEER, UTILITY PROVIDER, AND AGENCYHAVING JURISDICTION.20. CONTRACTOR SHALL CLEAN STRUCTURES AND PIPING OF DEBRIS AND SEDIMENT DURING AND AT THE END OFCONSTRUCTION UNTIL ACCEPTED BY THE OWNER AND ENGINEER.21. TOLERANCES:A. STORM PIPE HORIZONTAL TOLERANCE: WITHIN 0.50 FEET OF ALIGNMENTB. STORM PIPE VERTICAL TOLERANCE: ZERO PLUS AND 0.08 FEET MINUS ELEVATION SHOWN WITH NO INTERMEDIATEHIGH POINTS, LEVEL SECTION, OR REVERSE INVERT SLOPE.C. STORM PIPE JOINT DEFLECTION TOLERANCE: NO MORE THAN 75% OF MAXIMUM ALLOWABLE, AS RECOMMENDEDBY MANUFACTURERS OF PIPE AND JOINT MATERIALD. STORM STRUCTURE RIM ELEVATION TOLERANCE: ZERO PLUS AND 0.08 FEET MINUS ELEVATION SHOWNINFILTRATION SYSTEM NOTES1. CONTRACTOR SHALL STAGE CONSTRUCTION APPROPRIATELY AND INSTALL NECESSARY EROSION CONTROL TOPREVENT SEDIMENT WASHING INTO THE INFILTRATION SYSTEM.2. CONTRACTOR SHALL STAGE CONSTRUCTION APPROPRIATELY TO MINIMIZE COMPACTION OF THE SOILS IN THEINFILTRATION AREA. CONTRACTOR SHALL ACCOMPLISH FINAL GRADING OF THE INFILTRATION SYSTEMLOW-IMPACT (WIDE TRACKED) EARTH MOVING EQUIPMENT TO PREVENT COMPACTION.3. CONTRACTOR SHALL STAKE OFF AND MARK THE PROJECT AREA TO KEEP CONSTRUCTION TRAFFIC, EQUIPMENTAND MATERIAL STOCKPILES OUT OF THE PROPOSED INFILTRATION SYSTEM AREAS.4. CONTRACTOR SHALL STAGE CONSTRUCTION APPROPRIATELY AND INSTALL NECESSARY EROSION CONTROL TOPREVENT SEDIMENT AND TOPSOIL FROM WASHING INTO THE INFILTRATION AREA. IN THE EVENT THAT SEDIMENT ISINTRODUCED INTO THE INFILTRATION AREA, THE CONTRACTOR SHALL REMOVE THE MATERIAL BEFOREPROCEEDING WITH CONSTRUCTION5. CONTRACTOR SHALL NOT EXCAVATE INFILTRATION AREA UNTIL THE CONTRIBUTING DRAINAGE AREAS WITHEXPOSED SOIL HAVE BEEN STABILIZED AND BITUMINOUS BASE COURSE INSTALLED ON CONTRIBUTING PAVEMENTAREAS. DIVERT UPLAND DRAINAGE AREAS TO PREVENT RUNOFF FROM ENTERING THE EXCAVATED SYSTEM ORINTO THE WORK AREA. DO NOT USE INFILTRATION SYSTEM AS TEMPORARY SEDIMENT BASINS OR ALLOWCONSTRUCTION RUNOFF INTO THE CELLS, WHEN ALTERNATE DRAINAGE ROUTES ARE FEASIBLE.6. CONTRACTOR SHALL ACCOMPLISH FINAL GRADING OF THE SYSTEM TO PREVENT COMPACTION. EXCAVATIONSHOULD BE PERFORMED WITH A BACKHOE FROM THE SIDES AND OUTSIDE THE FOOTPRINT OF THE INFILTRATIONAREA. IF REQUIRED TO WORK WITHIN THE FILTRATION FOOTPRINT, ONLY LOW GROUND PRESSURE TRACKEDEQUIPMENT SHALL BE ALLOWED. RUBBER TIRE EQUIPMENT IS PROHIBITED WITHIN THE INFILTRATION AREA.7. DE-COMPACT SUBSOIL WITHIN INFILTRATION AREAS WITH BACKHOE RIPPER ATTACHMENT OR OTHER APPROVEDMETHOD TO A DEPTH OF AT LEAST 18 INCHES BELOW SUBGRADE IN ALL LOCATIONS INDICATED ON THE DRAWINGSAND AS DIRECTED BY ENGINEER.8. CONTRACTOR SHALL GENTLY MIX THE FIRST LIFT OF INFILTRATION SOILS WITH THE LOOSENED UNDERLYING SOILSTO AVOID STRATIFICATION AND PROMOTE PERMEABILITY. USE EXCAVATOR BUCKET TO PLACE MATERIALS.LEVELING AND FINAL GRADING WITHIN THE CELL MUST BE COMPLETED BY HAND OR OTHER METHOD APPROVEDBY THE ENGINEER.9. CONTRACTOR SHALL AVOID CONTAMINATION OF INFILTRATION SYSTEM SOILS WITH SEDIMENT, IN-SITU ORTOPSOIL DURING AND AFTER INSTALLATION. MATERIALS MUST BE SEGREGATED. INSTALLATION WITH DRY SOILCONDITIONS IS CRITICAL TO PREVENT SMEARING AND COMPACTION.10. IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE INFILTRATION SYSTEM, THE CONTRACTOR SHALLREMOVE THE MATERIAL BEFORE PROCEEDING WITH CONSTRUCTION.11. CONTRACTOR SHALL KEEP INFILTRATION SYSTEMS OFF-LINE BY RESTRICTING STORM WATER INFLOW UNTILDIRECTED BY THE ENGINEER. THIS WILL INCLUDE A TEMPORARY BULKHEAD OF THE PIPE LEADING TO THE AREA.CONTRACTOR SHALL ADJUST MEASURES AS NECESSARY THROUGHOUT PROJECT PHASING. SUBMIT OFF-LINERESTRICTION PLAN TO ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION OF THE SYSTEMS. COSTS ASSOCIATEDWITH TEMPORARILY KEEPING THE SYSTEMS OFFLINE IS INCIDENTAL TO THE PROJECT AND NO ADDITIONAL COSTTO THE OWNER.12. CONTRACTOR SHALL ENSURE INFILTRATION SYSTEM IS FREE AND CLEAR OF SEDIMENT UPON FINAL COMPLETIONOF CONSTRUCTION.STORM SEWER NOTES1. SEE GENERAL NOTES FOR ADDITIONAL PROJECT AND SITE INFORMATION.2. CONTRACTOR SHALL COMPLY WITH THE SPECIFICATIONS OF THE CITY/UTILITY PROVIDER, CEAM, AND MINNESOTAPLUMBING CODE (MINNESOTA RULES CHAPTER 4714) FOR MATERIALS, INSTALLATION, AND TESTING OF STORMUTILITIES.3. CONTRACTOR SHALL PROVIDE 10 FEET SEPARATION (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OFPIPE/STRUCTURE) BETWEEN WATER LINES AND SANITARY OR STORM LINES AND STRUCTURE.4. CONTRACTOR SHALL PROVIDE 18 INCH MINIMUM VERTICAL SEPARATION (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGEOF PIPE/STRUCTURE) BETWEEN WATER LINES AND OTHER UTILITY LINES. PROVIDE INSULATION WHERE WATER,SANITARY, OR STORM UTILITIES CROSS. OFFSET WATERMAIN AND SERVICES AS NECESSARY.5. CONTRACTOR SHALL VERIFY PIPE SIZE, MATERIAL, AND ELEVATION FOR CONNECTIONS. PROVIDE APPROPRIATEPIPES AND FITTINGS REQUIRED TO MAKE CONNECTIONS TO EXISTING INFRASTRUCTURE AS VERIFIED IN THE FIELD.6. CONTRACTOR SHALL PLACE AND COMPACT SUITABLE FILL MATERIAL BEFORE INSTALLATION OF PROPOSEDUTILITIES.7. CONTRACTOR IS RESPONSIBLE FOR PROPERLY LOCATING AND INSTALLING CATCH BASINS SO THAT THE INLETFRAME AND GRATE PROPERLY ALIGN WITH CURB AND GUTTER.8. DRAINTILE/SUBSOIL DRAIN AROUND BUILDING PERIMETER NOT SHOWN ON CIVIL DRAWINGS. CONTRACTOR SHALLVERIFY IF DRAINTILE REQUIRED WITH ARCHITECT/STRUCTURAL/MEP AND COORDINATE CONNECTION TO STORMSYSTEM WITH ENGINEER.9. INSTALL SUBSOIL DRAINS/DRAINTILE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT (LOCATIONS NOT SHOWNON PLANS).10.LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED, AND APPROVED PRIOR TO BACKFILLING IN ACCORDANCEWITH AGENCY HAVING JURISDICTION REQUIREMENTS.11.PIPE LENGTH INDICATED BETWEEN STRUCTURES IS FROM CENTER OF STRUCTURE TO CENTER OF STRUCTUREUNLESS NOTED OTHERWISE. PIPE LENGTH INDICATED BETWEEN STRUCTURE AND FLARED END SECTION IS FROMCENTER OF STRUCTURE TO END OF FLARED END SECTION.12.PIPE SIZES SHOWN ON THE PLANS ARE INTERNAL PIPE DIAMETER.13.IF MANUFACTURER DETAILS SPECIFY DESIGN COMPONENTS TO BE DETERMINED BY SITE DESIGN ENGINEER,CONTRACTOR IS RESPONSIBLE FOR CONTACTING SITE DESIGN ENGINEER TO VERIFY SYSTEM REQUIREMENTSPRIOR TO CONSTRUCTION IF NOT NOTED IN THE DRAWINGS.TREE PRESERVATION NOTES1. SEE GENERAL NOTES FOR ADDITIONAL PROJECT AND SITE INFORMATION.2. CONTRACTOR SHALL PROTECT EXISTING TREES THAT ARE NOT TO BE REMOVED. INSTALL ORANGE MESH FENCING,4 FEET HIGH, WITH STAKES EVERY 10 FEET, 5 FEET OUTSIDE OF THE DRIP LINE OF PRESERVED TREES, OR AT THECONSTRUCTION LIMITS. DO NOT PERFORM ACTIONS WITHIN THE PROTECTED AREA THAT MAY HARM THE TREEAND COMPACT THE SOIL, INCLUDING EXCAVATION, STORING MATERIALS, PARKING AND TRAFFIC DURINGCONSTRUCTION. WHERE CONSTRUCTION REQUIRES DISTURBANCE WITHIN THE PROTECTED AREAS, DISTURB THEROOT ZONE AS LITTLE AS POSSIBLE.3. TREE PROTECTION MEASURES/FENCING MUST BE IN PLACE PRIOR TO BEGINNING CONSTRUCTION AND MUST BEREVIEWED BY OWNER AND ENGINEER BEFORE STARTING CONSTRUCTION.4. WHEN TREE ROOTS ARE ENCOUNTERED THAT MUST BE REMOVED, CONTRACTOR SHALL CUT ROOTS CLEANLY ASFAR FROM THE TREE AS POSSIBLE AND IMMEDIATELY WATER AND BACKFILL OVER THE ROOTS TO PREVENTDRYING.TEST REPORTS REQUIRED1. SEE GENERAL NOTES FOR ADDITIONAL PROJECT AND SITE INFORMATION.2. COPIES OF COMPACTION/MOISTURE, CONCRETE, AND OTHER TEST RESULTS ARE TO BE SENT TO THE OWNERDIRECTLY FROM THE INDEPENDENT TESTING LABORATORY.3. ONSITE/INPLACE GEOTECHNICAL/CONCRETE TESTING MUST BE COMPLETED BY THE CONTRACTOR'S INDEPENDENTTESTING LABORATORY. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIRED IN-PLACE TESTS ANDINSPECTIONS WITH THE ENGINEER/INDEPENDENT TESTING LABORATORY.4. TEST REPORTS REQUIRED MAY INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO: DENSITY TESTS OF SOIL ANDPAVEMENT COMPACTION, CONCRETE COMPRESSION, AIR, AND SLUMP TESTS, BACTERIOLOGICAL TESTS OFWATER SYSTEM, MANDREL TESTS OF SANITARY AND STORM SYSTEM, PRESSURE/LEAK TESTS OFWATER/SANITARY/STORM SYSTEM, AND OTHER TESTING REQUIRED BY AGENCY/MUNICIPALITY HAVINGJURISDICTION.5. RE-WORK/RE-TESTING DUE TO FIELD TEST FAILURE ARE AT NO ADDITIONAL COST TO THE OWNER.HORIZONTAL AND VERTICAL CONTROL NOTES1. SEE GENERAL NOTES FOR ADDITIONAL PROJECT AND SITE INFORMATION.2. THE HORIZONTAL CONTROL FOR THIS PLAN IS NAD 83 RAMSEY COUNTY COORDINATES SYSTEM, US SURVEY FOOT3. THE VERTICAL CONTROL FOR THE PLAN IS NAVD88TYPICAL PROJECT OBSERVATIONS1. SEE GENERAL NOTES FOR ADDITIONAL PROJECT AND SITE INFORMATION.2. CONTRACTOR MUST NOTIFY OWNER, ENGINEER, AND CITY IN WRITING A MINIMUM OF 3 BUSINESS DAYS INADVANCE OF THE FOLLOWING ACTIVITIES FOR ATTENDENCE AND OBSERVATION: PRE-CONSTRUCTION MEETING,UNDERGROUND PIPING AND UTILITIES INSTALLATION, UTILITY TESTING, STRUCTURES AND APPURTENANCESINSTALLATION, SUBGRADE PREPARATION, BASE INSTALLATION, CURB INSTALLATION, AND PAVEMENTINSTALLATION.Submitted 4/26/2024 Planning Department © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS FRANCE AVE. S (COUNTY RD. NO. 17)LOT 3S89°54'37"W 610.00S0°11'54"E1.60S89°54'37"W14.25S15°5 5 ' 4 8 " W 5 2 7 . 0 3 N89°48'06"E 770.66N0°11'54"W 506.70 860865859861862863864860 865859861862863864857858859859858857858859859856857858856857858858 85685785585585685785885985 8 859 8 5 6 8578 5 8 855858857860865859861862863864860865859861862863864 855 855 85 6 855 852 853854 855855854854 8 5 6 8 5 7 858859 860856 857 857858858 856 856 856 85885 9 8578588608 5 7 8588598618608608598598618618628628608 5 7 858859860859861861862862855860853854856857858859861862863 864858859857858858858857 858856857 857852853855856 858858859859860WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.DWN BY:ISSUE DATE:PROJECT NO.:U:\193806086\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-003 EXISTING CONDITIONS 06086.dwg 4/25/2024 HIMMERICH, MICHAEL DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:4/25/2024 2:07:21 PM PROJECT TITLE:CHK'D BY: APP'D BY:CERTIFICATION:733 MARQUETTE AVESUITE 1000MINNEAPOLIS, MN 55402PHONE: 612-712-2000WWW.STANTEC.COMDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:ENCLAVE MIXED-USE DEVELOPMENT ON FRANCE 7235 FRANCE AVE S. EDINA, MINNESOTA 55435193806086MDH JRA JRA04/26/20241GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGDATE: DESCRIPTION:ISSUE NO.: 04/26/2024 CITY SUBMITTAL 1 NOT FOR CONSTRUCT ION1. SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.NOTESC-004EXISTING CONDITIONSLEGENDEXISTING GAS METEREXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATERMAINGGEXISTING UNDERGROUND GAS LINEF/OF/OEXISTING UNDERGROUND FIBER OPTIC LINEUEUEEXISTING UNDERGROUND ELECTRIC LINEEXISTING EDGE OF PAVEMENTEXISTING TREE LINEEXISTING CONCRETE SURFACEEXISTING ASPHALT SURFACEEXISTING BUILDINGEXISTING MINOR CONTOUREXISTING MAJOR CONTOURPROPERTY BOUNDARYEXISTING CURB AND GUTTEREXISTING HYDRANTEXISTING WATER VALVEWVDYH EXISTING SIGNEXISTING BOLLARD/POSTEXISTING LIGHT POLEEXISTING SHRUB/BUSHXXEXISTING FENCE LINEEXISTING RETAINING WALL LINEGGEXISTING UNDERGROUND GAS LINECOMEXISTING UNDERGROUND COMMUNICATIONLINEEBEXISTING ELECTRICAL PEDESTALEXISTING TRANSFORMEREXISTING ELECTRIC MANHOLEEXISTING SANITARY MANHOLEEXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETEXISTING CONIFEROUS TREEEXISTING BENCH( IN FEET )GRAPHIC SCALE01 inch = 40 ft.408040EASEMENT LINESETBACK LINERIGHT OF WAY LINESECTION LINEQUARTER LINESubmitted 4/26/2024 Planning Department FRANCE AVE. S (COUNTY RD. NO. 17)S89°54'37"W 610.00S0°11'54"E1.60S89°54'37"W14.25S15°5 5 ' 4 8 " W 5 2 7 . 0 3 N89°48'06"E 770.66N0°11'54"W 506.70 LOT 2PROPOSED BUILDINGGSF : 60,000FFE: 860.5LOT 1PROPOSED BUILDINGGSF : 28,910FFE: 860.5LOT 4PROPOSED BUILDINGGSF : 37,204FFE: 860.5LOT 3PROPOSED BUILDING GSF : 49,102FFE: 860.5LARGE VEHICLETEMPORARY PARKINGLARGE VEHICLE TEMPORARY PARKING FIRE ACCESS LANE (20'x150') FIRE A C C E S S R O A D T U R N A R O U N DFIRE ACCESS LANEFIRE ACCESS AREAXXXX855860853854856857858859861862863864855853854856857858852856857855 852 853854 8558558548 5 6 85 7 858860859859859861864860860861862863864855860856857858859861862863855855855853854854854856857858858857860 855855855856856857857858858859859856 860856857858859 856857860 858 859 860 860859 860 857858859 1DBH:14-HEIGHT:35-Scots Pine2DBH:20-HEIGHT:N/A-Sugar Maple3DBH:19-HEIGHT:31-Scots Pine4DBH:20-HEIGHT:N/A-Red Maple5DBH:4-HEIGHT:N/A-Northern Red Oak6DBH:7-HEIGHT:N/A-Northern Red Oak7DBH:7-HEIGHT:N/A-Northern Red Oak8DBH:44-HEIGHT:N/A-Silver Maple9DBH:12-HEIGHT:N/A-Little-leaf Linden10DBH:10-HEIGHT:N/A-Norway Maple11DBH:18-HEIGHT:41-Scots Pine12DBH:21-HEIGHT:33-Scots Pine13DBH:29-HEIGHT:N/A-Silver Maple14DBH:13-HEIGHT:57-Colorado Spruce15DBH:10-HEIGHT:N/A-White Spruce16DBH:8-HEIGHT:N/A-White Spruce17DBH:10-HEIGHT:N/A-White Spruce18DBH:9-HEIGHT:N/A-Red Maple19DBH:6-HEIGHT:N/A-White Spruce20DBH:13-HEIGHT:39-White Spruce21DBH:10-HEIGHT:N/A-Red Maple22DBH:12-HEIGHT:N/A-Red Maple23DBH:10-HEIGHT:N/A-Red Maple24DBH:10-HEIGHT:N/A-Red Maple25DBH:10-HEIGHT:N/A-Red Maple26DBH:11-HEIGHT:N/A-Red Maple27DBH:8-HEIGHT:N/A-Red Maple28DBH:10-HEIGHT:N/A-Red Maple29DBH:19-HEIGHT:53-Colorado Spruce30DBH:8-HEIGHT:N/A-Red Maple31DBH:9-HEIGHT:N/A-Red Maple32DBH:9-HEIGHT:N/A-Red Maple33DBH:8-HEIGHT:N/A-Red Maple34DBH:8-HEIGHT:N/A-Red Maple35DBH:11-HEIGHT:N/A-Red Maple36DBH:15-HEIGHT:N/A-Honey Locust37DBH:8-HEIGHT:N/A-Honey Locust38DBH:9-HEIGHT:N/A-Honey Locust39DBH:10-HEIGHT:N/A-Honey Locust40DBH:11-HEIGHT:N/A-Honey Locust41DBH:7-HEIGHT:N/A-Swamp White Oak42DBH:10-HEIGHT:N/A-Scots Pine43DBH:23-HEIGHT:N/A-American Basswood44DBH:7-HEIGHT:N/A-Red Maple45DBH:5-HEIGHT:N/A-Little-leaf Linden46DBH:8-HEIGHT:N/A-Red Maple47DBH:22-HEIGHT:N/A-American Basswood48DBH:16-HEIGHT:N/A-American Basswood49DBH:5-HEIGHT:N/A-Swamp White Oak50DBH:7-HEIGHT:N/A-Swamp White Oak51DBH:11-HEIGHT:N/A-Red Maple52DBH:12-HEIGHT:N/A-Red Maple53DBH:7-HEIGHT:N/A-Swamp White Oak54DBH:13-HEIGHT:N/A-Red Maple55DBH:8-HEIGHT:N/A-Red Maple56DBH:5-HEIGHT:N/A-White SpruceTPFTP FTPFTP F TPFTP F TPFTP F TPFTP F TPFTP F TPFTP F TPFTP F TPFTP F TPFTP F TPFTP F TPFTP F TPFTP F TPFTP F TPFTP F TPFTP F TPFTP FTPFTP F TPFTP F WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.DWN BY:ISSUE DATE:PROJECT NO.:U:\193806086\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-005 TREE SURVEY 06086.dwg 4/25/2024 HIMMERICH, MICHAEL DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:4/25/2024 2:08:28 PM PROJECT TITLE:CHK'D BY: APP'D BY:CERTIFICATION:733 MARQUETTE AVESUITE 1000MINNEAPOLIS, MN 55402PHONE: 612-712-2000WWW.STANTEC.COMDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:ENCLAVE MIXED-USE DEVELOPMENT ON FRANCE 7235 FRANCE AVE S. EDINA, MINNESOTA 55435193806086MDH JRA JRA04/26/20241GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGDATE: DESCRIPTION:ISSUE NO.: 04/26/2024 CITY SUBMITTAL 1 NOT FOR CONSTRUCT IONC-005TREE SURVEYEASEMENT LINERIGHT OF WAY LINESECTION LINEQUARTER LINEPROPERTY BOUNDARYNOTES1. SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2. TREES SHOWN IN TREE INVENTORY ARE NOT REFLECTIVE OF ALLTREES ON SITE. SEE EXISTING CONDITIONS PLAN.3. UNTRENCHED SILT FENCE OR ORANGE SNOW FENCE MAY BE USEDFOR TREE PROTECTION - SEE DETAIL 1/C-005TREE PROTECTIONTPFTP FTPF TPFTREE PROTECTIONREMOVE TREEPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900GRADING LIMITSEXISTING MINOR CONTOUREXISTING MAJOR CONTOUREXISTING DECIDUOUS TREEEXISTING CONIFEROUS TREETREE INVENTORYTREE #DESCRIPTIONPROTECT REMOVE1Scots Pine - DBH:14 - Height:35X2Sugar Maple - DBH:20 - Height:N/AX3Scots Pine - DBH:19 - Height:31X4Red Maple - DBH:20 - Height:N/AX5Northern Red Oak - DBH:4 - Height:N/AX6Northern Red Oak - DBH:7 - Height:N/AX7Northern Red Oak - DBH:7 - Height:N/AX8Silver Maple - DBH:44 - Height:N/AX9Little-leaf Linden - DBH:12 - Height:N/AX10Norway Maple - DBH:10 - Height:N/AX11Scots Pine - DBH:18 - Height:41X12Scots Pine - DBH:21 - Height:33X13Silver Maple - DBH:29 - Height:N/AX14Colorado Spruce - DBH:13 - Height:57X15White Spruce - DBH:10 - Height:N/AX16White Spruce - DBH:8 - Height:N/AX17White Spruce - DBH:10 - Height:N/AX18Red Maple - DBH:9 - Height:N/AX19White Spruce - DBH:6 - Height:N/AX20White Spruce - DBH:13 - Height:39X21Red Maple - DBH:10 - Height:N/AX22Red Maple - DBH:12 - Height:N/AX23Red Maple - DBH:10 - Height:N/AX24Red Maple - DBH:10 - Height:N/AX25Red Maple - DBH:10 - Height:N/AX26Red Maple - DBH:11 - Height:N/AX27Red Maple - DBH:8 - Height:N/AX28Red Maple - DBH:10 - Height:N/AX29Colorado Spruce - DBH:19 - Height:53X30Red Maple - DBH:19 - Height:N/AX31Red Maple - DBH:9 - Height:N/AX32Red Maple - DBH:9 - Height:N/AX33Red Maple - DBH:8 - Height:N/AX34Red Maple - DBH:8 - Height:N/AX35Red Maple - DBH:11 - Height:N/AX36Honey Locust - DBH:15 - Height:N/AX37Honey Locust - DBH:8 - Height:N/AX38Honey Locust - DBH:9 - Height:N/AX39Honey Locust - DBH:10 - Height:N/AX40Honey Locust - DBH:11 - Height:N/AX41Swamp White Oak - DBH:7 - Height:N/AX42Scots Pine - DBH:10 - Height:N/AX43American Basswood - DBH:23 - Height:N/AX44Red Maple - DBH:7 - Height:N/AX45Little-leaf Linden - DBH:5 - Height:N/AX46Red Maple - DBH:8 - Height:N/AX47American Basswood - DBH:22 - Height:N/AX48American Basswood - DBH:16 - Height:N/AX49Swamp White Oak - DBH:5 - Height:N/AX50Swamp White Oak - DBH:7 - Height:N/AX51Red Maple - DBH:11 - Height:N/AX52Red Maple - DBH:12 - Height:N/AX53Swamp White Oak - DBH:7 - Height:N/AX54Red Maple - DBH:13 - Height:N/AX55Red Maple - DBH:8 - Height:N/AX56White Spruce - DBH:5 - Height:N/AXEXIST. TREE TO REMAINDRIPLINENOTE:4'-0"2'-6"EXIST. GRADEPROTECT EXISTING TREES ALONG ACCESS ROUTE AS DIRECTED BY THE ENGINEER. INSTALLORANGE MESH FENCING, 4' HIGH, WITH STAKES EVERY 10 FEET, 5' OUTSIDE THE DRIPLINE ASSHOWN ON THE PLAN. DO NOT PERFORM ACTIONS WITHIN THE PROTECTION AREAS THAT MAYHARM THE TREE OR COMPACT THE SOIL, INCLUDING, BUT NOT LIMITED TO EXCAVATION, STORINGMATERIALS, PARKING, AND TRAFFIC DURING CONSTRUCTION. WHERE CONSTRUCTION REQUIRESDISTURBANCE WITHIN THE PROTECTED AREAS, DISTURB THE ROOT ZONE AS LITTLE AS POSSIBLE.ALL TREE PROTECTION MEASURES SHALL BE DIRECTED AND VERIFIED BY OWNER PRIOR TOSTARTING CONSTRUCTION. ALL TREE PROTECTION FENCING MUST BE IN PLACE PRIOR TOBEGINNING CONSTRUCTION.5'-0"STAKETREE PROTECTION1C-005NOT TO SCALEDO NOT BEGIN TREE CLEARING WORK UNTIL TREE PROTECTION MEASURES ARE IN PLACE AND TO THEAPPROVAL OF THE CITY OF SHOREVIEW AND THE CIVIL ENGINEER.CRITICAL ROOT ZONE:INSTALL HIGH DENSITY POLYETHYLENE SAFETY FENCE, 4 FT. HIGH, INTERNATIONAL ORANGE AT THE DRIP LINEOR AT THE CRITICAL ROOT ZONE, WHICHEVER IS GREATER, OF TREES TO BE PRESERVED PER DETAIL, PRIORTO COMMENCEMENT OF EARTHWORK ACTIVITY. FIELD-STAKING OF THE FENCE LOCATION(S) SUBJECT TO CITYOF SHOREVIEW FORESTRY APPROVAL.WHERE SILT FENCE AND PROPOSED TREE PROTECTION FENCE OVERLAP, PLACE THE TREE PROTECTIONFENCE ON THE OUTSIDE OF THE SILT FENCE, DOUBLE-STAKED AT THE BREAK POINT.REFER TO TREE PROTECTION DETAIL FOR ROOT ZONE AND DRIP-LINE PROTECTION.THE CONTRACTOR SHALL PRUNE THE CANOPY OF EXISTING TREES TO REMAIN WHERE THE CANOPY IS INJEOPARDY OF DAMAGE TO THE THE NEW IMPROVEMENTS SHOWN. IT IS RECOMMENDED THAT THECONTRACTOR HIRE A CERTIFIED ARBORIST TO PERFORM THE PRUNING. ANY BRANCHES BROKEN DURINGCONSTRUCTION SHALL BE IMMEDIATELY TRIMMED AND WOUNDS PAINTED TO PREVENT FURTHER DAMAGE.PERFORM WORK IN ACCORDANCE WITH THE LAWS, ORDINANCES, RULES, REGULATIONS, AND ORDERS OFPUBLIC AUTHORITY HAVING JURISDICTION. SECURE AND PAY FOR PERMITS, GOVERNMENTAL FEES ANDLICENSES NECESSARY FOR THE PROPER EXECUTION OF THE DEMOLITION WORK.PRIOR TO THE START OF CONSTRUCTION, CONTACT THE CITY OF SHOREVIEW FORESTER 651-490-4667. OBTAINPERMITS AS REQUIRED BY LAW.PROVIDE PROTECTIVE COVERINGS AND ENCLOSURES AS NECESSARY TO PREVENT DAMAGE TO EXISTINGWORK THAT IS TO REMAIN. EXISTING WORK TO REMAIN MAY INCLUDE ITEMS SUCH AS TREES, SHRUBS, LAWNS,SIDEWALKS, DRIVES, CURBS, UTILITIES, BUILDINGS AND/OR OTHER STRUCTURES ON OR ADJACENT TO THEDEMOLITION SITE. PROVIDE TEMPORARY FENCES AND BARRICADES AS REQUIRED FOR THE SAFE AND PROPEREXECUTION OF THE WORK AND THE PROTECTION OF PERSONS AND PROPERTY.REMOVE DEBRIS, WASTE, AND RUBBISH PROMPTLY FROM THE SITE. ON-SITE BURIAL OF DEBRIS IS NOTPERMITTED. BURN NO DEBRIS ON THE SITE. SALVAGE MATERIAL NOT OTHERWISE INDICATED TO BE REUSEDSHALL BECOME THE CONTRACTOR'S PROPERTY AND IS TO BE REMOVED PROMPTLY FROM THE SITE ANDDISPOSED OF IN STRICT ACCORDANCE WITH ALL APPLICABLE LAWS, REGULATIONS, AND/OR STATUES.TREES SHOWN AS EXISTING TO REMAIN (PRESERVED) THAT ARE DAMAGED / KILLED AS A RESULT OFCONSTRUCTION ACTIVITIES ARE SUBJECT TO REPLACEMENT PER THE CITY OF SHOREVIEW'S TREEREPLACEMENT PENALTY. REPLACEMENT TREES ARE TO BE PAID FOR AT NO ADDITIONAL EXPENSE TO THEOWNER.TREE TRIMMING: TRIM BRANCHES OF EXISTING TREES TO REMAIN WITH BRANCHES OVERHANGING THE WORKZONE TO A HEIGHT OF NO LESS THAN 15' ABOVE GRADE. GENERAL CONTRACTOR SHALL HIRE A STATECERTIFIED ARBORIST TO TRIM TREES AND SHALL NOT TRIM QUERCUS SP. DURING PRIM OAK WILT SEASON. DONOT DISTURB OAKS BETWEEN APRIL-JULY.TREE PRESERVATION & REMOVAL NOTESLEGEND( IN FEET )GRAPHIC SCALE01 inch = 50 ft.5010050Submitted 4/26/2024 Planning Department FRANCE AVE. S (COUNTY RD. NO. 17)LOT 3860865859861862863864860 865859861862863864857858859859858857858859859856857858856857858858 85685785585585685785885 8 8598 5 6 8578 5 8 855858857860865859861862863864860865859861862863864 8 5 5 85 6 855 854 8558548548 5 6 8 5 7 8 5 8 859 860856 857 857858858 856 856 856 85885 9 8578588608 5 7 8588598618608608598598618618628628608 5 7 858859860859861861862862855860853854856857858859861862863 864858859857858858858857 858856857 857852853855856 1.171.11.21.21.21.21.21.21.21.21.21.31.31.31.31.31.41.41.41.41.41.41.41.41.41.41.61.61.61.61.61.61.61.51.51.71.31.81.91.101.101.111.121.101.101.101.101.101.101.101.121.121.121.121.131.131.131.161.161.101.101.161.101.161.171.171.171.171.171.171.171.171.171.172.92.82.81.101.101.61.61.61.63.51.61.61.61.61.62.81.61.61.61.121.121.41.173.33.33.31.173.33.33.33.23.43.33.33.23.21.181.181.151.41.41.41.21.21.91.171.173.51.61.133.12.81.61.61.62.81.151.152.32.22.22.42.12.62.71.121.201.172.51.13.21.11.12.52.51.191.191.143.31.21.21.21.21.33.32.101.12.111.63.52.111.182.41.81.42.51.42.52.42.12.82.12.12.122.112.12.132.142.122.11.152.41.152.82.82.83.12.82.82.83.12.82.102.152.152.53.32.112.92.61.141.181.181.181.182.113.12.91.163.31.182.152.122.112.112.112.73.31.61.101.101.62.122.122.32.42.121.62.42.112.112.112.42.32.11.92.132.83.12.122.111.151.42.112.82.122.132.83.12.32.72.82.32.113.52.152.152.152.162.162.122.12.12.92.83.11.71.181.182.142.142.41.101.42.12.12.12.172.171.13.21.11.31.33.21.41.43.21.211.21.21.31.211.222.18WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.DWN BY:ISSUE DATE:PROJECT NO.:U:\193806086\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-004 REMOVALS PLAN 06086.dwg 4/25/2024 HIMMERICH, MICHAEL DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:4/25/2024 2:09:09 PM PROJECT TITLE:CHK'D BY: APP'D BY:CERTIFICATION:733 MARQUETTE AVESUITE 1000MINNEAPOLIS, MN 55402PHONE: 612-712-2000WWW.STANTEC.COMDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:ENCLAVE MIXED-USE DEVELOPMENT ON FRANCE 7235 FRANCE AVE S. EDINA, MINNESOTA 55435193806086MDH JRA JRA04/26/20241GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGDATE: DESCRIPTION:ISSUE NO.: 04/26/2024 CITY SUBMITTAL 1 NOT FOR CONSTRUCT IONC-006REMOVALS ANDPRECONSTRUCTIONEROSION CONTROL PLANLEGEND( IN FEET )GRAPHIC SCALE01 inch = 40 ft.408040PROPERTY BOUNDARYREMOVE RETAINING WALLREMOVE STORM SEWERREMOVE SANITARY SEWERGGREMOVE UNDERGROUND GAS LINECOMREMOVE UNDERGROUND COMMUNICATIONLINEOUREMOVE OVERHEAD UTILITY LINEREMOVE SANITARY MANHOLEREMOVE STORM SEWER MANHOLEREMOVE STORM SEWER INLETREMOVE STORM SEWER INLETREMOVE HYDRANTEBDYHREMOVE AUTO SPRINKLERREMOVE POST INDICATOR VALVEREMOVE ELECTRICAL PEDESTALREMOVE LIGHT POLEREMOVE GAS METERREMOVE TRANSFORMERREMOVE BITUMINOUS PAVEMENTREMOVE CONCRETE PAVEMENTREMOVE CURB AND GUTTERSAWCUT PAVEMENTCLEAR AND GRUB AREAREMOVE BUILDINGREMOVE TREE1. SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2. CONSTRUCTION SITE SHALL HAVE STABILIZED EXIT AT ALLTIMES THROUGHOUT THE DURATION OF THE PROJECT.CONTRACTOR IS ULTIMATELY RESPONSIBLE TO PROTECTDOWNSTREAM WATERS FROM CONSTRUCTION RUNOFF.3. UNTRENCHED SILT FENCE OR ORANGE SNOW FENCE MAY BEUSED FOR TREE PROTECTION.4. CONSTRUCTION LIMITS AND SILT FENCE ARE SHOWN OFFSETFROM PROPERTY LINE FOR CLARITY, WHERE APPLICABLE.5. CLEAR AND GRUB AS NEEDED WITHIN LIMITS OF DISTURBANCE.6. EXISTING UTILITY SERVICE LINES MAY NOT BE SHOWN IN THEIRENTIRETY ON PLANS. CONTRACTOR TO VERIFY LOCATIONS OFEXISTING UTILITY SERVICE LINES WITHIN THE LIMITS OFDISTURBANCE AND REMOVE EXISTING INFRASTRUCTURE ASNECESSARY TO INSTALL PROPOSED IMPROVEMENTS.NOTES1. REMOVAL ITEMS1.1. SAWCUT PAVEMENT1.2. REMOVE BITUMINOUS PAVEMENT1.3. REMOVE CONCRETE SIDEWALK AND PAVEMENT1.4. REMOVE CURB AND GUTTER1.5. CLEAR AND GRUB AREA1.6. REMOVE TREE1.7. REMOVE GAS METER, GAS LINE, AND SERVICE -COORDINATE WITH UTILITY SERVICE PROVIDER1.8. REMOVE ELECTRIC METER AND SERVICE - COORDINATEWITH UTILITY SERVICE PROVIDER1.9. REMOVE TRANSFORMER - COORDINATE WITH UTILITYSERVICE PROVIDER1.10. REMOVE LIGHT POLE1.11. REMOVE EXISTING BUILDING/STRUCTURE ANDFOUNDATIONS1.12. REMOVE RETAINING WALL1.13. REMOVE WATER MAIN, SERVICES, STRUCTURES,AND ALL APPURTENANCES1.14. REMOVE SIGN1.15. REMOVE AND RELOCATE COMMUNICATION SERVICE -COORDINATE WITH UTILITY SERVICE PROVIDER1.16. REMOVE SANITARY PIPE, SERVICES, STRUCTURES,AND ALL APPURTENANCES1.17. REMOVE STORM PIPE, SERVICES, STRUCTURES AND ALLAPPURTENANCES1.18. REMOVE AND REPLACE UNDERGROUND ELECTRIC ANDSERVICE - COORDINATE WITH UTILITY SERVICE PROVIDER1.19. REMOVE TRUNCATED DOMES1.20. REMOVE FENCE1.21. REMOVE CONCRETE MEDIAN ON FRANCE AVE1.22. CONTRACTOR TO REPLACE AND SALVAGE STREET SIGNS2. PROTECT ITEMS2.1. PROTECT EXISTING WATER MAIN, SERVICES,STRUCTURES, AND ALL APPURTENANCES2.2. PROTECT TRANSFORMER2.3. PROTECT BENCH2.4. PROTECT UNDERGROUND ELECTRIC LINE ANDAPPURTENANCES2.5. PROTECT EXISTING CURB AND GUTTER2.6. PROTECT EXISTING SIGN2.7. PROTECT EXISTING RETAINING WALL2.8. PROTECT EXISTING STORM PIPE, SERVICES, ANDAPPURTENANCES2.9. PROTECT EXISTING SANITARY PIPE, SERVICES,STRUCTURES, AND APPURTENANCES2.10. PROTECT EXISTING TRUNCATED DOMES2.11. PROTECT EXISTING TREE2.12. PROTECT EXISTING LIGHT POLE2.13. PROTECT EXISTING COMMUNICATION MANHOLE,SERVICES, AND APPURTENANCES2.14. PROTECT EXISTING GAS LINE AND APPURTENANCES2.15. PROTECT EXISTING CONCRETE SIDEWALK AND PAVEMENT2.16. PROTECT EXISTING BITUMINOUS TRAIL2.17. PROTECT EXISTING TRAFFIC SIGNAL2.18. SALVAGE EXISTING STATUE - COORDINATE WITH OWNER3. EROSION CONTROL ITEMS3.1. INLET PROTECTION - SEE DETAIL 4/C-8013.2. BIOROLL - SEE DETAIL 5/C-8013.3. SILT FENCE - SEE DETAIL 1/C-8013.4. ROCK CONSTRUCTION ENTRANCE - SEE DETAIL 3/C-8013.5. TREE PROTECTION - SEE NOTE 3, THIS SHEETKEYNOTES#ROCK CONSTRUCTION ENTRANCESILT FENCEINLET PROTECTIONBIOROLLTREE PROTECTIONEASEMENT LINESETBACK LINERIGHT OF WAY LINESECTION LINEQUARTER LINECONSTRUCTION LIMITSEXISTING MINOR CONTOUREXISTING MAJOR CONTOURSubmitted 4/26/2024 Planning Department FRANCE AVE. S (COUNTY RD. NO. 17)LOT 2PROPOSED BUILDINGGSF : 60,000FFE: 860.5LOT 1PROPOSED BUILDINGGSF : 28,910FFE: 860.5LOT 4PROPOSED BUILDINGGSF : 37,204FFE: 860.5LOT 3PROPOSED BUILDING GSF : 49,102FFE: 860.5LARGE VEHICLETEMPORARY PARKING LARGE VEHICLE TEMPORARY PARKING FIRE ACCESS LANE (20'x150')FIR E A C C E S S R O A D T U R N A R O U N DFIRE ACCESS LANEFIRE ACCESS AREAXXXXR1 5 'R15'R 1 0 'R10'R10'R10'R5'R5'R5'R5 'R5'R5'R5'R5'R10'R 1 0 'R1 0 'R10'R64'R38'R10'R10'R2.5'R50'R3.67'R3.67'R10'R10'R5'R5'R50'PROPOSED 20' PUBLIC SANITARY EASEMENTPROPOSED 20' PUBLIC SANITARY EASEMENT28'5'14'26'26'26'20' 20' 20' 20' 9'18'12'9'20'20'8.5'8'6'6' 6' 6'10'10'1.11.11.11.51.11.141.11.11.21.21.21.21.21.21.21.21.21.21.21.21.41.31.21.31.41.41.41.41.41.41.81.61.61.61.161.61.61.61.61.71.81.81.101.91.101.91.132.12.12.12.12.12.12.12.12.12.12.12.12.12.12.12.12.12.12.12.12.12.22.22.22.22.32.32.32.32.32.42.42.42.42.42.42.42.41.11.11.111.121.121.121.122.62.62.72.72.72.72.72.72.11.11.11.1444102.72.72.81.21.21.81.51.141.161.151.161.151.161.61.61.1521.7'34.7'19.4' 42.7'36.8'35.1'49.4'49.9'29'18.4'20.6'17'131.9'66.3'66.2'43'38.7'30.1'66.6'59.6'1.172.1R2.5'R30'R30'1.129'17'8'2.92.41.61.101.21.11.15'26'1.251.3'1.21.11.12.71.410'65.5'50'65.2'2.41.130.1'29'41.5' 5'1.17WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.DWN BY:ISSUE DATE:PROJECT NO.:U:\193806086\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-101 SITE PLAN 06086.dwg 4/25/2024 HIMMERICH, MICHAEL DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:4/25/2024 2:09:38 PM PROJECT TITLE:CHK'D BY: APP'D BY:CERTIFICATION:733 MARQUETTE AVESUITE 1000MINNEAPOLIS, MN 55402PHONE: 612-712-2000WWW.STANTEC.COMDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:ENCLAVE MIXED-USE DEVELOPMENT ON FRANCE 7235 FRANCE AVE S. EDINA, MINNESOTA 55435193806086MDH JRA JRA04/26/20241GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGDATE: DESCRIPTION:ISSUE NO.: 04/26/2024 CITY SUBMITTAL 1 NOT FOR CONSTRUCT ION 1. SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISENOTED.3. DESIGN BY OTHERS ITEMS SHOWN FOR REFERENCE ONLY.EXACT LOCATION, DETAIL, AND DESIGN BY OTHERS.COORDINATE WITH PROJECT PARTNERS TO OBTAIN RELATEDCONSTRUCTION DOCUMENTS/DRAWINGS.NOTES1. STANTEC DESIGN ITEMS1.1. MATCH EXISTING1.2. CONCRETE SIDEWALK - SEE STANDARD PLATE 420/C-8011.3. CONCRETE PAVEMENT - SEE DETAIL 7/C-8011.4. BITUMINOUS PAVEMENT - SEE DETAIL 6/C-8011.5. 2' BITUMINOUS PAVEMENT PATCH - MATCH EXISTINGSECTION1.6. B618 CURB AND GUTTER - SEE STANDARD PLATE 500/C-8011.7. SURMOUNTABLE CURB AND GUTTER - SEE STANDARDPLATE 500/C-8011.8. 4" WHITE PAINT STRIPE (TYP.) - SEE DETAIL 1/C-8021.9. ADA ACCESSIBLE PEDESTRIAN CURB RAMP - SEE SHEETSC-803/C-8041.10. TRUNCATED DOMES - SEE SHEETS C-803/C-8041.11. TRENCH DRAIN - SEE DETAIL 3/C-8021.12. DURA TRENCH RADIUSED TRENCH DRAIN, OR APPROVEDEQUAL - SEE DETAIL 4/C-8021.13. UNDERGROUND STORMWATER SYSTEM - SEE SHEET C-5011.14. CONCRETE PAVEMENT PATCH - MATCH EXISTING SECTION1.15. UNDERGROUND PARKING EXTENTS1.16. RIBBON CURB - SEE DETAIL 5/C-8021.17. ADA ACCESSIBLE PEDESTRIAN RAMP W/ HANDRAIL2. DESIGN BY OTHERS ITEMS - SEE NOTE 32.1. DOOR/STRUCTURAL STOOP (TYP.) - SEEARCHITECTURAL/STRUCTURAL PLANS2.2. UNDERGROUND GARAGE ACCESS - SEEARCHITECTURAL/STRUCTURAL PLANS2.3. STAIRS - SEE ARCHITECTURAL/STRUCTURAL PLANS2.4. SEATING WALL (TYP.) - SEE LANDSCAPE PLANS2.5. FENCE - SEE ARCHITECTURAL/STRUCTURAL PLANS2.6. LIGHTS - SEE PHOTOMETRIC PLAN2.7. RETAINING WALL (TYP.) - SEE LANDSCAPE PLANS2.8. RAILING - SEE ARCHITECTURAL PLANS2.9. PUBLIC DOG PARK - SEE LANDSCAPE PLANKEYNOTESC-101SITE PLAN#LEGEND( IN FEET )GRAPHIC SCALE01 inch = 40 ft.408040EASEMENT LINESETBACK LINERIGHT OF WAY LINESECTION LINEQUARTER LINEEXISTING PROPERTY LINEPROPERTY BOUNDARYCURB AND GUTTERBITUMINOUS PAVEMENTCONCRETE SIDEWALKSEATING WALL [BY OTHERS]CONCRETE PAVEMENT2' BITUMINOUS PAVEMENT PATCHXXFENCESITE LINEWORK SHOWN BEYONDEASTERN PROPERTY LINE ISCONCEPTUAL AND SHOWN FORREFERENCE ONLY. DETAILED DESIGNAND ENGINEERING TO FOLLOWINITIAL CITY COORDINATION ONPUBLIC PARKWAY/TRAILIMPROVEMENTS. SEE LANDSCAPEPLAN FOR ADDITIONAL DESIGNINFORMATION.RETAINING WALL [BY OTHERS]PROPOSED PARKING COUNT#Submitted 4/26/2024 Planning Department FRANCE AVE. S (COUNTY RD. NO. 17)LOT 2PROPOSED BUILDINGGSF : 60,000FFE: 860.5LOT 1PROPOSED BUILDINGGSF : 28,910FFE: 860.5LOT 4PROPOSED BUILDINGGSF : 37,204FFE: 860.5LOT 3PROPOSED BUILDING GSF : 49,102FFE: 860.5LARGE VEHICLETEMPORARY PARKING LARGE VEHICLE TEMPORARY PARKING FIRE ACCESS LANE (20'x150')FIR E A C C E S S R O A D T U R N A R O U N DFIRE ACCESS LANEFIRE ACCESS AREAXXXX►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►► ►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIIIIIIIIIIIIIIIIIIIIIIIIII►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIIIIIIIIIIIIIIIIIIIIIIIIIII855853854856857858 852856857 855852 853854 855855 854 8568578588608 5 9 859859860 861 862 863 864 8 6 0 86 0 861862863864860856857858859861862863853854855854855853854856858858858860859 8608588598548 5 6857 855854856860 858 859 857858855860 860855856 8618628638648608 6 0859858856857858855860865 865 853854856857858859861862863864 857 860 858 859 1.11.11.11.11.11.11.11.11.11.11.11.31.51.31.31.31.31.21.21.41.21.21.21.21.51.51.51.51.51.31.51.71.71.71.71.71.71.71.11.11.11.21.21.21.21.21.11.71.71.71.71.21.28608588591.2859860857858859WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.DWN BY:ISSUE DATE:PROJECT NO.:U:\193806086\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-201 POST CONSTRUCTION STABILIZATION PLAN 06086.dwg 4/25/2024 HIMMERICH, MICHAEL DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:4/25/2024 2:10:46 PM PROJECT TITLE:CHK'D BY: APP'D BY:CERTIFICATION:733 MARQUETTE AVESUITE 1000MINNEAPOLIS, MN 55402PHONE: 612-712-2000WWW.STANTEC.COMDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:ENCLAVE MIXED-USE DEVELOPMENT ON FRANCE 7235 FRANCE AVE S. EDINA, MINNESOTA 55435193806086MDH JRA JRA04/26/20241GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGDATE: DESCRIPTION:ISSUE NO.: 04/26/2024 CITY SUBMITTAL 1 NOT FOR CONSTRUCT ION 1. SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2. CONSTRUCTION SHALL HAVE A ROCK CONSTRUCTIONENTRANCE AT ALL TIME THROUGHOUT THE DURATION OF THEPROJECT. CONTRACTOR IS ULTIMATELY RESPONSIBLE TOPROTECT DOWNSTREAM WATERS FROM CONSTRUCTIONRUNOFF.3. CONSTRUCTION LIMITS AND SILT FENCE ARE SHOWN OFFSETTO THE PROPERTY LINE FOR CLARITY, WHERE APPLICABLE.4. CLEAR AND GRUB AS NEEDED WITHIN LIMITS OF DISTURBANCE.5. EROSION CONTROL BLANKET SHALL BE INSTALLED ON ALLSLOPES 4H:1V OR STEEPER.6. UNTRENCHED SILT FENCE OR ORANGE SNOW FENCE MAY BEUSED FOR TREE PROTECTION.NOTES1.1. INLET PROTECTION - SEE DETAIL 4/C-8011.2. BIOROLL - SEE DETAIL 5/C-8011.3. SILT FENCE - SEE DETAIL 1/C-8011.4. ROCK CONSTRUCTION ENTRANCE - SEE DETAIL 3/C-8011.5. TREE PROTECTION - SEE NOTE 3, THIS SHEET1.6. EROSION CONTROL BLANKET - SEE DETAIL 2/C-8011.7. PERMANENT STABILIZATION (TYP.) - SEE LANDSCAPE PLANKEYNOTES#C-201POST CONSTRUCTIONSTABILIZATION PLANLEGEND( IN FEET )GRAPHIC SCALE01 inch = 40 ft.408040EASEMENT LINESETBACK LINERIGHT OF WAY LINESECTION LINEQUARTER LINEPROPERTY BOUNDARYROCK CONSTRUCTION EXITSILT FENCEINLET PROTECTIONBIOROLLEROSION CONTROL BLANKETPERMANENT STABILIZATIONTREE PROTECTIONEXISTING MINOR CONTOUREXISTING MAJOR CONTOURPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900CONSTRUCTION LIMITSEXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATERMAINSTORM MANHOLESTORM CATCH BASIN►►SANITARY SEWERIIWATERMAINSANITARY MANHOLECLEANOUTHYDRANTGATE VALVE►►►►STORM SEWERSubmitted 4/26/2024 Planning Department WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.DWN BY:ISSUE DATE:PROJECT NO.:U:\193806086\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-202 SWPPP 06086.dwg 4/25/2024 HIMMERICH, MICHAEL DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:4/25/2024 2:11:13 PM PROJECT TITLE:CHK'D BY: APP'D BY:CERTIFICATION:733 MARQUETTE AVESUITE 1000MINNEAPOLIS, MN 55402PHONE: 612-712-2000WWW.STANTEC.COMDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:ENCLAVE MIXED-USE DEVELOPMENT ON FRANCE 7235 FRANCE AVE S. EDINA, MINNESOTA 55435193806086MDH JRA JRA04/26/20241GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGDATE: DESCRIPTION:ISSUE NO.: 04/26/2024 CITY SUBMITTAL 1 NOT FOR CONSTRUCT IONC-202SWPPPIN ACCORDANCE WITH SECTION 21 OF THE GENERAL PERMIT AUTHORIZATION TO DISCHARGE STORMWATERASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER THE NPDES, THE PREPARER OF THIS DOCUMENT WAS TRAINEDUNDER THE UNIVERSITY OF MINNESOTA EROSION AND SEDIMENT CONTROL CERTIFICATION PROGRAM. MICHAELHIMMERICH CERTIFICATION IN DESIGN OF SWPPP IS VALID THROUGH MAY 31ST, 2027.THE ADJACENT TABLE INDICATES THE ESTIMATED MATERIAL QUANTITIES NECESSARY TO IMPLEMENT THE TEMPORARY ANDPERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMPS IDENTIFIED IN THIS SWPPP AND ON THE CONSTRUCTIONDRAWINGS. TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMPS WILL BE INSTALLED/CONSTRUCTEDWHEN NECESSARY AS CONSTRUCTION ACTIVITIES PROGRESS AND IN ACCORDANCE WITH THE NPDES PERMIT REQUIREMENTS.MAINTAIN AND REPLACE BMPs DURING THE EXECUTION OF THE PROJECT AS REQUIRED TO CONTINUE SWPPP COVERAGE DURINGCONSTRUCTIONNOTE: QUANTITIES ON PLAN SUPERCEDES LISTQUANTITIES IN A DISCREPANCYSWPPP DOCUMENTSINSPECTIONSIMPAIRED WATERS, SPECIAL WATERS, AND WETLANDSESTIMATED BMP QUANTITIES AND INSTALLATION SCHEDULECERTIFICATIONPROJECT NAME: EDINA MACY'S IMPROVEMENTSPROJECT LOCATION: 7235 FRANCE AVE S, EDINA MINNESOTA 55435PROJECT TYPE: RESIDENTIAL AND MIXED-USE DEVELOPMENT WITH STORM AND UTILITY IMPROVEMENTSTOTAL AREA DISTURBED BY CONSTRUCTION: APPROXIMATELY 7.93 ACRES. THE TOTAL SITE AREA ISAPPROXIMATELY 8.12 ACRES.ESTIMATED CONSTRUCTION DATES: FALLS 2024 - FALL 2025CUMULATIVE IMPERVIOUS SURFACE/PERMANENT STORMWATER MANAGEMENT REQUIREMENTS:THE PROPOSED PROJECT RESULTS IN A ±0.90 ACRE NET INCREASE IN IMPERVIOUS SURFACE WITHIN THE LIMITS OFDISTURBANCE.THE SITE ULTIMATELY DRAINS TO, AND IS WITHIN 1 MILE OF, LAKE EDINA, NORTH CORNELIA LAKE, AND SOUTHCORNELIA LAKE, WHICH ARE ALL LISTED AS IMPAIRED WATERS FOR NUTRIENTS. THERE ARE CURRENT APPROVEDTMDLS FOR THE LISTED BODIES OF WATER FOR NUTRIENTS.A PRIVATE ONSITE STORM SEWER SYSTEM THAT CONVEYS RUNOFF TO AN UNDERGROUND INFILTRATION SYSTEMTHAT IS SIZED TO MEET CITY AND WATERSHED STORMWATER REQUIREMENTS. A STORM LIFT STATION IS UTILIZEDFOR DISCHARGE TO THE PUBLIC STORM INFRASTRUCTURE TO THE EAST OF THE SITE.PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OF THE SITE (OWNER): ENCLAVE COMPANIESCONTACT: PATRICK BRAMACONTACT PHONE: 763-412-7609CONTACT EMAIL: PATRICK.BRAMA@ENCLAVECOMPANIES.COMPARTY RESPONSIBLE FOR IMPLEMENTATION OF THE SWPPP (CONTRACTOR): TBDCONTRACTOR: TBDCONTRACTOR PHONE: TBDCONTRACTOR EMAIL: TBDCONTRACTOR SHALL PROVIDE A CHAIN OF RESPONSIBILITY WITH ALL OPERATORS ON THE SITE FORINCORPORATION INTO THIS SWPPP DOCUMENT TO ENSURE THAT THE SWPPP WILL BE IMPLEMENTED AND STAY INEFFECT UNTIL THE CONSTRUCTION PROJECT IS COMPLETE (THROUGH FINAL STABILIZATION AND NOT SUBMITTAL).CONTRACTOR SHALL ALSO PROVIDE DOCUMENTATION OF PERSONNEL TRAINING IN ACCORDANCE WITH THE PERMITFOR INCORPORATION INTO THIS SWPPP DOCUMENT AS SOON AS THE PERSONNEL FOR THE PROJECT HAVE BEENDETERMINED. CONTRACTOR IS RESPONSIBLE FOR KEEPING A FINAL SWPPP DOCUMENT, CONTAINING THEINFORMATION REQUIRED ABOVE, AT THE CONSTRUCTION SITE FOR THE DURATION OF THE PROJECT.THE SWPPP IS COMPOSED OF, BUT NOT LIMITED TO, THE BELOW PROJECT DOCUMENTS. THESE DOCUMENTS SHALLBE KEPT ON THE PROJECT SITE AT ALL TIMES THROUGHOUT CONSTRUCTION. THE SWPPP SHALL BE AMENDED BYTHE PERSON RESPONSIBLE TO INCLUDE ANY DOCUMENTS NECESSARY TO ENSURE ADHERENCE TO THE GENERALPERMIT.EDINA MACY'S IMPROVEMENTS CIVIL CONSTRUCTION DRAWINGS BY STANTEC DATED APRIL, 2024EDINA MACY'S IMPROVEMENTS STORMWATER MANAGMENT PLAN BY STANTEC DATED APRIL, 2024RECORD RETENTION - THE SWPPP, ALL CHANGES TO IT, AND INSPECTION AND MAINTENANCE RECORDS MUST BEKEPT ON-SITE DURING CONSTRUCTION; THE CONSTRUCTION DRAWINGS ARE INCORPORATED HEREIN BYREFERENCE, AND A COPY OF THE PLAN SET SHOULD BE KEPT ON-SITE WITH THE SWPPP RECORDS. THE OWNERMUST RETAIN A COPY OF THE SWPPP ALONG WITH THE FOLLOWING RECORDS FOR THREE (3) YEARS AFTERSUBMITTAL OF THE NOTICE OF TERMINATION:1. ANY OTHER PERMITS REQUIRED FOR THE PROJECT;2. RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION;3. ALL PERMANENT OPERATIONS AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDINGALL RIGHT OF WAY, CONTRACT, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUALMAINTENANCE; AND4. ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATERMANAGEMENT SYSTEMS.THE INSPECTION LOG WILL BE COMPLETED BY THE CONTRACTOR FOR THE CONSTRUCTION SITE.INSPECTOR(S): TBD - TRAINING DOCUMENTATION (PER SECTION 21.2 OF THE PERMIT) WILL BE INCORPORATED INTOTHIS SWPPP AS SOON AS THE PERSONNEL FOR THE PROJECT HAVE BEEN DETERMINED. THE CONTRACTOR WILLMAKE CORRECTIONS OR REPAIRS REQUIRED TO COMPLY WITH THE PERMIT.INSPECTIONS AT THE SITE WILL BE COMPLETED IN ACCORDANCE WITH THE PERMIT AS FOLLOWS: ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND, WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS.1. THE INDIVIDUAL PERFORMING INSPECTIONS MUST BE TRAINED AS REQUIRED BY SECTION 21.3 OF THE PERMIT.TRAINING DOCUMENTATION SHALL BE PROVIDED BY THE CONTRACTOR FOR INCORPORATION INTO THE SWPPP.INSPECTIONS MUST INCLUDE STABILIZED AREAS, EROSION PREVENTION AND SEDIMENT CONTROL BMPS, ANDINFILTRATION AREAS. CORRECTIVE ACTIONS MUST BE IDENTIFIED AND DATE OF CORRECTION MUST BE NOTEDAS IDENTIFIED IN SECTION 11.11 OF THE PERMIT. ANY OFFSITE DISCHARGE MUST BE DOCUMENTED ASIDENTIFIED IN SECTION 11.11 OF THE PERMIT. ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OFTHE INSPECTION MUST BE DOCUMENTED WITHIN SEVEN (7) CALENDAR DAYS. AN INSPECTION LOG IS ALSOATTACHED; THE INSPECTION LOG AND SWPPP MUST BE KEPT ON-SITE FOR THE DURATION OF THECONSTRUCTION PROJECT.AT A MINIMUM, THE FOLLOWING SHALL BE COMPLETED DURING EACH INSPECTION:-RECORD DATE AND TIME OF INSPECTION.-RECORD RAINFALL RECORDS SINCE THE MOST RECENT INSPECTION.-INSPECT THE SITE FOR EXCESS EROSION AND SEDIMENTATION.-INSPECT THE SITE FOR DEBRIS, TRASH, AND SPILLS.-INSPECT TEMPORARY EROSION AND SEDIMENTATION CONTROL DEVICES.-INSPECT CONSTRUCTION ENTRANCES FOR SEDIMENT TRACKING ONTO PUBLIC STREETS.-RECORD RECOMMENDED REPAIRS AND MODIFICATIONS TO EROSION AND SEDIMENT CONTROLS.-RECOMMEND ANY NECESSARY CHANGES TO THIS SWPPP.-RECORD REPAIRS AND MODIFICATIONS IMPLEMENTED SINCE PREVIOUS INSPECTIONS.-INSPECT THE ADJACENT STREETS AND CURB AND GUTTER FOR SEDIMENT, LITTER, AND CONSTRUCTION DEBRIS.THE GENERAL CONTRACTOR MUST UPDATE THE SWPPP, INCLUDING THE JOBSITE BINDER AND SITE MAPS, TOREFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE. UPDATESSHALL BE MADE DAILY TO TRACK PROGRESS WHEN ANY OF THE FOLLOWING ACTIVITIES OCCUR: BMP INSTALLATION,MODIFICATION OR REMOVAL, CONSTRUCTION ACTIVITIES (E.G. PAVING, SEWER INSTALLATION, ETC), CLEARING,GRUBBING, GRADING, OR TEMPORARY AND PERMANENT STABILIZATION.THE CONTRACTOR MAY UPDATE OR MODIFY THE SWPPP WITHOUT ENGINEER APPROVAL IN AN EMERGENCYSITUATION TO PREVENT SEDIMENT DISCHARGE OR PROTECT WATER QUALITY. THE CONTRACTOR IS ULTIMATELYRESPONSIBLE TO ENSURE COMPLIANCE WITH THE PERMIT AND PROTECTION OF DOWNSTREAM WATER QUALITY.PRIOR TO ANY SITE DISTURBANCE, AND AS REQUIRED AS CONSTRUCTION PROGRESSES, ANY PERMIT REQUIREDEROSION PREVENTION MEASURES AND THE SEDIMENT CONTROL DEVICES (INLET PROTECTION, CONSTRUCTIONENTRANCE, SILT FENCE, EROSION CONTROL BLANKET, BIOROLL) SHOWN ON THE CONSTRUCTION DRAWINGS WILLBE INSTALLED AT THE SITE.ALL EXPOSED SOIL AREAS WITHIN THE CONSTRUCTION LIMITS WILL BE STABILIZED WITHIN 14 DAYS AFTER THECONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY (WILL NOT RESUME FOR A PERIODEXCEEDING 7 CALENDAR DAYS) OR PERMANENTLY CEASED. STABILIZATION WILL BE INITIATED IMMEDIATELY.EXPOSED SOIL AREAS MUST HAVE TEMPORARY EROSION PROTECTION (SLASH MULCH, EROSION CONTROL BLANKET,SEED) OR PERMANENT COVER YEAR ROUND.CONTRACTOR SHALL IMPLEMENT APPROPRIATE CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS,HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES THAT MINIMIZE EROSION WHEN PRACTICAL.THE NORMAL WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE DITCH THAT DRAINS WATERFROM A CONSTRUCTION SITE, OR DIVERTS WATER AROUND A SITE, MUST BE STABILIZED WITHIN 200 LINEAL FEETFROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE TO ANY SURFACE WATER. STABILIZATION MUSTBE COMPLETED WITHIN 24 HOURS OF CONNECTING TO A SURFACE WATER. PIPE OUTLETS MUST BE PROVIDED WITHTEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS OF CONNECTION TO A SURFACE WATER.SWPPP IMPLEMENTATION, PHASING, AND SEQUENCE OF CONSTRUCTION:BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS:1. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE, CONCRETE WASHOUT PIT, AND INSTALL SILT FENCE.2. INSTALL INLET PROTECTION AT EXISTING STORMWATER CULVERTS AND INLETS.3. PREPARE TEMPORARY STORAGE, PARKING, AND PHASING AREAS.4. CONSTRUCT AND STABILIZE DIVERSIONS AND TEMPORARY SEDIMENT TRAPS/BASINS.5. PERFORM CLEARING AND GRUBBING OF THE SITE, IF APPLICABLE.6. PERFORM MASS GRADING, ROUGH GRADE TO ESTABLISH PROPOSED DRAINAGE PATTERNS.7. BEGIN EXCAVATION OF PERMANENT STORMWATER BASIN AREAS. SEE SEQUENCING BELOW FOR ADDITIONALINFORMATION.8. START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES.9. INSTALL SMALL UTILITIES (GAS, ELECTRIC, PHONE, CABLE, ETC.).10. PAVE CURB AND GUTTER, SIDEWALK, AND PARKING LOT/ DRIVEWAYS.11. TEMPORARILY SEED WITH PURE LIVE SEED THROUGHOUT CONSTRUCTION. DISTURBED AREAS THAT WILL BEINACTIVE FOR 14 DAYS OR MORE AS REQUIRED BY NPDES OR PERMIT.SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT FROM ENTERING SURFACE WATERS, INCLUDING CURBAND GUTTER SYSTEMS AND STORM SEWER INLETS. THE FOLLOWING MEASURES WILL BE TAKEN AS SEDIMENTCONTROL PRACTICES IN ORDER TO MINIMIZE SEDIMENTS FROM ENTERING SURFACE WATERS:1. INSTALLATION OF SEDIMENT CONTROL PRACTICES ON ALL DOWN GRADIENT PERIMETERS PRIOR TO LANDDISTURBING ACTIVITIES.2. SILT FENCING, BIOLOGS, OR OTHER SEDIMENT CONTROL SURROUNDING TEMPORARY SOIL STOCKPILES.3. VEHICLE TRACKING BMP AT CONSTRUCTION SITE ENTRANCE/EXIT. STREET SWEEPING SHALL BE PERFORMEDIF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT TRACKING. TRACKED SEDIMENTMUST BE REMOVED FROM ALL PAVED SURFACES BOTH ON AND OFFSITE WITHIN 24 HOURS OF DISCOVERY PERTHE PERMIT.4. STREET SWEEPING IS NOT TO BE USED AS A PRIMARY BMP FOR SEDIMENT TRACKING. IF SEDIMENT IS TRACKEDOFFSITE, WORK WILL CEASE UNTIL PROPER EROSION CONTROL AND SEDIMENT CONTROL DEVICES AREINSTALLED AND/OR BEING MAINTAINED TO PREVENT TRACKING BEYOND THE SITE'S PERIMETER (CONTAINMENTAREA). ALL STREET SWEEPING MUST BE PERFORMED UTILIZING A PICK-UP SWEEPER. IF NECESSARY WATERWILL ALSO BE USED TO CLEAN UP THE STREETS PRIOR TO BEING SWEPT TO ENSURE THEY ARE FULLYCLEANED.THE FOLLOWING GUIDELINES WILL BE USED TO DETERMINE IF POLLUTION CONTROL DEVICES REQUIREMAINTENANCE, REPAIR, OR REPLACEMENT:-IF SEDIMENT CONTROL DEVICES SUCH AS SILT FENCE ARE FILLED TO 1/3 THE HEIGHT OF THE FENCE, REMOVE ALLSEDIMENT WITHIN 24 HOURS OF DETECTION OR NOTIFICATION.-IF INLET PROTECTION DEVICES APPEAR PLUGGED WITH SEDIMENT, ARE FILLED TO 1/3 CAPACITY, OR HAVESTANDING WATER AROUND THEM, REMOVE THE SEDIMENT AND CLEAN OR REPLACE THE FILTER WITHIN 24 HOURSOF DETECTION OR NOTIFICATION.-IF THE GRAVEL CONSTRUCTION ENTRANCE(S) ARE FILLED WITH SEDIMENT EITHER REPLACE THE ENTRANCE ORADD ADDITIONAL GRAVEL WITH 24 HOURS OF DETECTION OR NOTIFICATION.-IF SEDIMENT FROM THE SITE IS OBSERVED ON ADJACENT STREETS OR OTHER PROPERTIES, THE INSPECTOR SHALLIDENTIFY THE SOURCE AND DISCHARGE LOCATION OF THE SEDIMENT AND INSTRUCT TO IMPLEMENT ADDITIONALEROSION AND SEDIMENT CONTROLS AT THOSE LOCATIONS TO PREVENT FUTURE DISCHARGES.-IF BUILDING MATERIALS, CHEMICALS, OR GENERAL REFUSE IS BEING USED, STORED, DISPOSED OF, OR OTHERWISEMANAGED INAPPROPRIATELY, CORRECT SUCH DEFECTS WITHIN 24 HOURS OF DETECTION OR NOTIFICATION.-IF EXCESSIVE SEDIMENTS OR DEBRIS ARE OBSERVED AT THE FLARED END SECTION OUTFALLS, THE INSPECTORSHALL DETERMINE THE SOURCE AND DISCHARGE LOCATIONS OF SUCH MATERIALS. IF THE DISCHARGE HASOCCURRED ON THE PROPERTY, REMOVE THE SEDIMENTS AND DEBRIS WITHIN 24 HOURS OF NOTIFICATION ANDCORRECT THE SOURCE OF SUCH MATERIALS AS DIRECTED BY THE INSPECTORSOLID WASTE:SOLID WASTE, INCLUDING BUT NOT LIMITED TO, COLLECTED ASPHALT AND CONCRETE MILLINGS, FLOATING DEBRIS,PAPER, PLASTIC, FABRIC, CONSTRUCTION AND DEMOLITION DEBRIS AND OTHER WASTE, INCLUDING ALL TRASHONSITE, MUST BE REGULARLY DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS.HAZARDOUS MATERIALS:HAZARDOUS MATERIALS, INCLUDING BUT NOT LIMITED TO OIL, GASOLINE, PAINT AND ANY HAZARDOUS SUBSTANCEMUST BE PROPERLY STORED INCLUDING SECONDARY CONTAINMENTS, TO PREVENT SPILLS, LEAKS OR OTHERDISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE ANDDISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MCPA REGULATIONS.CONSTRUCTION EQUIPMENT/VEHICLES:EXTERNAL WASHING OF TRUCKS AND OTHER CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OFTHE SITE. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. NO ENGINE DEGREASING ISALLOWED ON SITE. REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS SHALL BETAKEN. ADEQUATE SUPPLIES MUST BE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS; CONDUCTFUELING IN A CONTAINED AREA UNLESS INFEASIBLE.CONCRETE WASHOUT AREA:CONCRETE WASHOUT WILL BE PERMITTED ON-SITE; CONTRACTOR SHALL FOLLOW ALL PERMIT REQUIREMENTS FORCONCRETE WASHOUT. THE CONTRACTOR SHALL PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLIDWASTES GENERATED BY WASHOUT OPERATIONS. LIQUID AND SOLID WASHOUT WASTES MUST NOT CONTACT THEGROUND AND THE CONTAINMENT MUST BE DESIGNED TO PROHIBIT RUNOFF FROM THE WASHOUTOPERATIONS/AREAS. LIQUID AND SOLID WASTES MUST BE DISPOSED OF PROPERLY AND IN COMPLIANCE WITHMPCA RULES. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY THAT REQUIRES SITEPERSONNEL TO UTILIZE THE PROPER FACILITIES FOR CONCRETE WASHOUT AND DISPOSAL OF WASHOUT WASTES.CONTRACTOR SHALL REVISE SWPPP TO INDICATE WASHOUT LOCATION ONCE THE LOCATION HAS BEENDETERMINED.FERTILIZERS AND LANDSCAPE MATERIALS MUST BE UNDER COVER TO PREVENT THE DISCHARGE OF POLLUTANTSOR PROTECTED BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER.PORTABLE TOILETS MUST BE POSITIONED SO THAT THEY ARE SECURE AND WILL NOT BE TIPPED OR KNOCKED OVER.SANITARY WASTE MUST BE DISPOSED OF PROPERLY.POLLUTION PREVENTION MEASURESPROJECT INFORMATIONEROSION AND SEDIMENT CONTROLGENERAL SWPPP NOTESDEWATERING IS ANTICIPATED TO BE REQUIRED DURING TRENCHING FOR UTILITY CONSTRUCTION. CONTRACTORSHALL COMPLY WITH PERMIT SECTION 10.1 REQUIREMENTS FOR DEWATERING.THIS SWPPP SHALL BE AMENDED BY THE CONTRACTOR IN ACCORDANCE WITH THE PERMIT AS NECESSARY TOINCLUDE ADDITIONAL REQUIREMENTS, TO CORRECT PROBLEMS IDENTIFIED, OR TO ADDRESS SITUATIONS PERSECTION 6.1 OF THE PERMIT.THIS SWPPP SHALL BE AMENDED BY THE CONTRACTOR IN ACCORDANCE WITH THE GENERAL PERMIT TO INCLUDETEMPORARY SEDIMENTATION BASINS, IF THEY BECOME NECESSARY. BASINS, IF DESIGNED BY THE CONTRACTOR,SHALL ACCOMMODATE NO LESS THAN 3,600 CUBIC FEET OF LIVE STORAGE PER ACRE OF CONTRIBUTING DRAINAGEAREA. BASIN OUTLETS SHALL BE DESIGNED TO WITHDRAW WATER FROM THE SURFACE OF THE BASIN, PREVENTSHORT-CIRCUITING AND THE DISCHARGE OF FLOATING DEBRIS. BASINS SHALL HAVE A STABILIZED EMERGENCYOVERFLOW LOCATION AND BE DESIGNED TO PREVENT THE DISCHARGE OF POLLUTANTS TO THE EXTENTPRACTICAL.FINAL STABILIZATION:ALL PERVIOUS AREAS DISTURBED BY CONSTRUCTION AS DESIGNATED WILL RECEIVE VEGETATIVE COVERACCORDING TO THE PLANS AND SPECIFICATIONS AND WITHIN THE SPECIFIED VEGETATIVE TIME SCHEDULE. FINALSTABILIZATION WILL OCCUR WHEN THE SITE HAS A UNIFORM VEGETATIVE COVER WITH A DENSITY OF 70% OVER THERESTORED PERVIOUS AREAS. ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS(SUCH AS SILT FENCE) MUST BE REMOVED AS PART OF THE SITE FINAL STABILIZATION. ALL SEDIMENT MUST BECLEANED OUT OF CONVEYANCES AND TEMPORARY SEDIMENTATION BASINS IF APPLICABLE. NOTICE OFTERMINATION (NOT) MUST BE SUBMITTED WITHIN 30 DAYS OF FINAL STABILIZATION.THIS PROJECT IS LOCATED WITHIN ONE MILE OF, AND ULTIMATELY DISCHARGES TO, LAKE EDINA, NORTH CORNELIALAKE, AND SOUTH CORNELIA LAKE, IMPAIRED BODIES OF WATER. LAKE EDINA IS LOCATED WEST OF THE PROJECTLOCATION AND IS LISTED AS IMPAIRED FOR NUTRIENTS. NORTH AND SOUTH CORNELIA LAKE IS LOCATED NORTHWESTOF THE PROJECT LOCATION AND IS LISTED AS IMPAIRED FOR NUTRIENTS. DISCHARGE TO AN IMPAIRED WATERREQUIRES IMPLEMENTATION OF SECTION 23.1 OF THE PERMIT AS INCORPORATED INTO THIS SWPPP DOCUMENT.THE PROJECT SITE DISCHARGES TO AN INFILTRATION BASIN FOR STORMWATER MANAGEMENT PRIOR TO THE ULTIMATEDISCHARGE POINT ONSITE. THE PROJECT WILL NOT IMPACT WETLANDS.SITE SOILS - SITE SOILS ARE SHOWN ON THIS SHEET. THIS PROJECT IS NOT LOCATED IN A KARST AREA.SOIL MAPIMPAIRED WATERS MAPSubmitted 4/26/2024 Planning Department FRANCE AVE. S (COUNTY RD. NO. 17)LOT 2PROPOSED BUILDINGGSF : 60,000FFE: 860.5LOT 1PROPOSED BUILDINGGSF : 28,910FFE: 860.5LOT 4PROPOSED BUILDINGGSF : 37,204FFE: 860.5LOT 3PROPOSED BUILDING GSF : 49,102FFE: 860.5LARGE VEHICLETEMPORARY PARKING LARGE VEHICLE TEMPORARY PARKING FIRE ACCESS LANE (20'x150')FIR E A C C E S S R O A D T U R N A R O U N DFIRE ACCESS LANEFIRE ACCESS AREAXXXX►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIIIIIIIIIIIIIII►►► ►IIIIIIIIIII►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIIIIIIIIIIIIIIIIIIIIIIIIIII855860 865 865 853854856857858859861862863864855853854856857858852856857 855852 853854 855855 854 8568578588608 5 9 859859860 861 862 863 864 8 6 0 86 0 861862863864860856857858859861862863853854855853854856858857857857858857858 860857 858859855854856 855854856857855856855854856857860 860 8 5 8 858 859 859859 857858859855860860859 860860 857858859 8618628638648608 6 0859858856857858FG:60.50FG:60.50FG:63.39FG:60.50FG:60.50FG:58.01FG:57.39FG:56.84FG:64.27FG:60.50FG:60.50FG:60.50FG:60.50FG:60.50FG:60.50FG:60.50FG:60.50FG:60.50FG:60.50FG:60.50FG:60.50FG:60.50FG:60.50FG:60.50FG:60.50FG:60.50FG:60.50FG:60.50FG:57.88FG:60.50FG:60.50FG:60.50FG:60.50FG:60.50FG:60.50FG:60.50FG:60.50FL:55.63FL:56.07FL:56.24FL:56.88FL:57.03FL:57.94FL:58.30FL:62.77FL:62.68FL:62.65FL:63.42FL:63.49FL:62.87FL:62.91FL:64.76FL:64.38FL:63.40FL:63.00FL:62.84FL:62.36FL:62.64FL:62.00FL:62.13FL:62.19FL:61.00FL:60.42FL:60.34FL:60.33FL:60.27FL:60.41FL:60.33FL:60.22FL:60.00FL:59.89FL:59.89FL:59.85FL:59.75FL:59.70FL:59.73FL:60.22FL:60.40FL:60.13FL:60.28FL:59.56FL:59.50FL:58.18FL:58.08FL:57.37FL:57.33FL:57.75FL:57.46FL:57.98FL:59.33FL:56.86FL:57.06FL:57.26FL:57.39FL:57.43FL:57.35FL:57.28FL:56.39FL:56.28FL:56.33FL:57.32FL:57.32FL:56.43FL:55.96FL:58.22FL:57.71FL:57.25FL:57.39FL:57.21FL:57.21860857 858859 857 858 859 857857858858859FG:57.98FG:60.84FG:58.00FG:58.01FL:60.40FG:60.48FG:54.11FG:60.42FG:60.50ME:64.86ME:64.81ME:63.32ME (FL):64.80ME (FL):58.241.8%3.6%3.7% 4.5 % 1 . 5%3.1%2.3% 2.2%1.0%1.2%1.9%4.1%1.5%2.0%2.2%2. 3 % 2. 3% 1.5% 1. 9 %1.7%1. 1 % 4.4% 1.4 % 1.8%1.2%1.4%1.5%1.1%3.9 %1.5%1.5%2.1%1.2%2.7%2.8%1.9%2.0%2.9%1.9%1.7%3.0%1.6%1.8% 4.7%3.6%1.6%1.0%1.0%1.8%1.8%1.7%2.2%1.5%5.3%2.1%1.7%6.8%3.7%3.5%1.2%2.0%2.9%1.1%1.2% 3. 3 % 2.8 %1.2%2.3%4.4%1.5%1.5%1.5%1.5%3.5% 1.6% 1.7% 1.9%1.6%1.3%1.6%1.6%1.5%1.5%1.6%1.7%4.9%4.3% 3.8% 1.6%1.7%1.2%1.1% 1.3% 1.5%3.0%1.5%FG:60.50FG:60.50FG:52.56FG:52.56FG:56.62FG:55.45FG:53.93FG:54.80FG:56.16FG:56.62FG:56.34FG:56.43FG:60.50FG:59.79FG:52.71FG:53.69FG:56.62FG:53.08FG:53.91FG:56.62FG:56.62FG:54.11FG:53.97WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.DWN BY:ISSUE DATE:PROJECT NO.:U:\193806086\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-301 GRADING PLAN 06086.dwg 4/25/2024 HIMMERICH, MICHAEL DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:4/25/2024 2:12:30 PM PROJECT TITLE:CHK'D BY: APP'D BY:CERTIFICATION:733 MARQUETTE AVESUITE 1000MINNEAPOLIS, MN 55402PHONE: 612-712-2000WWW.STANTEC.COMDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:ENCLAVE MIXED-USE DEVELOPMENT ON FRANCE 7235 FRANCE AVE S. EDINA, MINNESOTA 55435193806086MDH JRA JRA04/26/20241GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGDATE: DESCRIPTION:ISSUE NO.: 04/26/2024 CITY SUBMITTAL 1 NOT FOR CONSTRUCT ION 1. SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2. EXISTING SPOT ELEVATIONS AT MATCH POINTS ARE BASED ONINTERPOLATED POINT TO POINT SURVEY DATA. CONTRACTOR ISRESPONSIBLE FOR VERIFYING CONNECTION POINTS PRIOR TOINSTALLATION OF IMPROVEMENTS. CONTRACTOR SHALLNOTIFY ENGINEER IN WRITING IMMEDIATELY OF ANY FIELDDISCREPANCIES. CONTRACTOR IS RESPONSIBLE FOR MAKINGNECESSARY ADJUSTMENTS IN THE FIELD FORCONSTRUCTIBILITY, REGULATORY COMPLIANCE (ADA), POSITIVEDRAINAGE, AND TO ENSURE SMOOTH TRANSITIONS TO FIELDCONDITIONS. CONTRACTOR IS RESPONSIBLE FOR REWORK OFA DISCREPANCY THAT IS NOT COMMUNICATED TO THEENGINEER IN WRITING.3. CONTRACTOR MUST IMMEDIATELY NOTIFY THE OWNER ANDENGINEER OF DISCREPANCIES OR CONFLICTS IN THECONTRACT DOCUMENTS BEFORE COMMENCING WORK. NOFIELD CHANGES OR DEVIATIONS ARE TO BE MADE WITHOUTPRIOR WRITTEN APPROVAL FROM ENGINEER. FAILURE TONOTIFY OWNER AND ENGINEER OF AN IDENTIFIABLE CONFLICTBEFORE PROCEEDING WITH INSTALLATION RELIEVES OWNERAND ENGINEER OF ANY OBLIGATION TO PAY FOR A RELATEDCHANGE ORDER.NOTESC-301GRADING PLANLOT LINEEASEMENT LINESETBACK LINERIGHT OF WAY LINESECTION LINEQUARTER LINEEXISTING EASEMENT LINEEXISTING PROPERTY LINEPROPERTY BOUNDARYLEGENDPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900EXISTING MINOR CONTOUREXISTING MAJOR CONTOURSURFACE GRADE & FLOW DIRECTIONSURFACE SLOPE (H:V) & FLOW DIRECTION3.0:11.00%( IN FEET )GRAPHIC SCALE01 inch = 40 ft.408040GRADING LIMITSCONSTRUCTION LIMITSFLOW LINE ELEVATIONFINISHED GRADE ELEVATIONFL=9XX.XXFG=9XX.XXSubmitted 4/26/2024 Planning Department FRANCE AVE. S (COUNTY RD. NO. 17)LOT 2PROPOSED BUILDINGGSF : 60,000FFE: 860.5LOT 1PROPOSED BUILDINGGSF : 28,910FFE: 860.5LOT 4PROPOSED BUILDINGGSF : 37,204FFE: 860.5LOT 3PROPOSED BUILDING GSF : 49,102FFE: 860.5LARGE VEHICLETEMPORARY PARKING LARGE VEHICLE TEMPORARY PARKING FIRE ACCESS LANE (20'x150')FIR E A C C E S S R O A D T U R N A R O U N DFIRE ACCESS LANEFIRE ACCESS AREAXXXX►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►857IIIIIIIIIIIIIIIIIIIIIIIIIII8" GV8" PVC8" PVC8" PVCWET TAP AND CONNECT TOEXISTING WATERMAINPER CITY STANDARDSVERIFY INVERT, LOCATION,SIZE, AND MATERIALIN FIELDIIIIIIIIIIIIIIIIIIIIIIIIIIIIWET TAP AND CONNECT TOEXISTING WATERMAINPER CITY STANDARDSVERIFY INVERT, LOCATION,SIZE, AND MATERIALIN FIELD8" PVC6" PVC6" PVC6" HYDRANT6" GV8" GV8"X6" TEE8" PVC855860 865 865 853854856857858859861862863864855853854856857858852856857 855852 853854 855855 854 8 5 6 8 5 7 8588608 5 9 859859860 861 862 863 864861862863860856857858859861862863 864853854855853854856858858859860857858859858857860858859 8558548568568568 55854 856857860 858 859 858859855860858 861862863855854 860857857 8608 6 0859858856857858 56 LF OF 42" RCP @ 0.04%358 LF OF 42" RCP @ 0.04%85 LF OF 42" RCP @ 0.04%89 LF OF 42" RCP @ 0.04%36 LF OF 8" PVC @ 2.00%15 LF OF 8" PVC @ 2.00%45 LF OF 8" PVC @ 2.00%55 LF OF 8" PVC @ 2.00%17 LF OF 8" PVC @ 2.00%248 LF OF 8" PVC @ 2.00%43 LF OF 8" PVC @ 2.00%27 LF OF 8" PVC @ 2.00%49 LF OF 8" PVC @ 2.00%74 L F O F 8 " P V C @ 2 . 0 0 %5 LF OF 8" PVC @ 2.00%18 LF OF 8" PVC @ 2.00%SSMH 05RIM=861.67PR. 8" INV IN=846.00 (SW)EX. 33" INV IN=844.08 (NW)PR. 42" INV OUT=844.08 (E)SSMH 04RIM=861.2342" INV IN=844.06 (W)42" INV OUT=844.06 (E)SSMH 08RIM=860.168" INV IN=851.81 (W)8" INV IN=851.81 (S)8" INV IN=855.20 (N)8" INV OUT=851.71 (E)SSMH 03RIM=858.6542" INV IN=843.93 (W)42" INV OUT=843.83 (S)SSMH 01RIM=857.78EX. 33" INV OUT=843.70 (SE)42" INV IN=843.77 (N)8" INV IN=844.10 (SW)SSMH 02RIM=857.2242" INV IN=843.80 (N)8" INV IN=845.50 (W)42" INV OUT=843.80 (S)8" SANITARY SEWER SERVICEVERIFY LOCATION, INVERT, MATERIAL,AND SIZE WITH MEP PLANS8" INV OUT=856.10 (S)SAN CO 10RIM=863.318" INV IN=846.36 (S)8" INV OUT=846.36 (NE)SSMH 07RIM=860.328" INV IN=846.75 (S)8" INV IN=846.75 (W)8" INV OUT=846.65 (E)8" SANITARY SEWER SERVICEVERIFY LOCATION, INVERT, MATERIAL,AND SIZE WITH MEP PLANS8" INV OUT=846.46 (N)SSMH 09RIM=860.148" INV IN=855.20 (W)8" INV IN=855.20 (N)8" INV OUT=852.68 (E)8" SANITARY SEWER SERVICEVERIFY LOCATION, INVERT, MATERIAL,AND SIZE WITH MEP PLANS8" INV OUT=847.09 (N)8" SANITARY SEWER SERVICEVERIFY LOCATION, INVERT, MATERIAL,AND SIZE WITH MEP PLANS8" INV OUT=852.11 (N)8" SANITARY SEWER SERVICEVERIFY LOCATION, INVERT, MATERIAL,AND SIZE WITH MEP PLANS8" INV OUT=855.92 (E)8" SANITARY SEWER SERVICEVERIFY LOCATION, INVERT, MATERIAL,AND SIZE WITH MEP PLANS8" INV OUT=846.60 (E)SSMH 06RIM=856.498" INV IN=845.68 (W)8" INV OUT=845.58 (NE)8" SANITARY SEWER SERVICEVERIFY LOCATION, INVERT, MATERIAL,AND SIZE WITH MEP PLANSPROPOSED PUBLIC SANITARY EASEMENTPROPOSED PUBLIC SANITARY EASEMENT8" 45° BEND8" PVC8" PVC8" GV8" 45° BEND8" PVC21.7'20.6'30'►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►► ►INSTALL 8' WIDE, 4" THICK EXTRUDED POLYSTYRENEINSULATION CENTERED OVER SANITARY SERVICEINSTALL 8' WIDE, 4" THICKEXTRUDED POLYSTYRENEINSULATION CENTEREDOVER SANITARY SERVICEEXISTING FIRE HYDRANTEXISTING FIRE HYDRANTEXISTING FIRE HYDRANTFIRE DEPARTMENT CONNECTIONFIRE DEPARTMENT CONNECTIONFIRE DEPARTMENT CONNECTIONWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.DWN BY:ISSUE DATE:PROJECT NO.:U:\193806086\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-401 UTILITY PLAN 06086.dwg 4/25/2024 HIMMERICH, MICHAEL DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:4/25/2024 2:13:56 PM PROJECT TITLE:CHK'D BY: APP'D BY:CERTIFICATION:733 MARQUETTE AVESUITE 1000MINNEAPOLIS, MN 55402PHONE: 612-712-2000WWW.STANTEC.COMDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:ENCLAVE MIXED-USE DEVELOPMENT ON FRANCE 7235 FRANCE AVE S. EDINA, MINNESOTA 55435193806086MDH JRA JRA04/26/20241GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGDATE: DESCRIPTION:ISSUE NO.: 04/26/2024 CITY SUBMITTAL 1 NOT FOR CONSTRUCT ION 1. SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2. CONTRACTOR SHALL VERIFY LOCATION, SIZE, INVERT, ANDMATERIAL OF ALL UTILITY CONNECTIONS TO UTILITY MAIN,STUBS, AND BUILDING SYSTEMS PRIOR TO CONSTRUCTION.3. MAINTAIN 18" VERTICAL SEPARATION AT ALL UTILITYCROSSINGS.NOTESC-401UTILITY PLANLEGEND( IN FEET )GRAPHIC SCALE01 inch = 40 ft.408040EASEMENT LINESETBACK LINERIGHT OF WAY LINESECTION LINEQUARTER LINEPROPERTY BOUNDARYEXISTING MINOR CONTOUREXISTING MAJOR CONTOUREXISTING SANITARY MANHOLEEXISTING HYDRANTEXISTING WATER VALVEWVDYHEXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATERMAIN►►►►STORM SEWER►►SANITARY SEWERIIWATERMAINSTORM MANHOLESTORM CATCH BASINSANITARY MANHOLECLEANOUTHYDRANTGATE VALVEPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900CONSTRUCTION LIMITSSEE INSET A/C-402:FIRE DEPARTMENT CONNECTION - SEEPLUMBING PLANS FOR DESIGN AND EXACTLOCATIONSubmitted 4/26/2024 Planning Department LOT 2PROPOSED BUILDINGGSF : 60,000FFE: 860.5LOT 3PROPOSED BUILDING GSF : 49,102FFE: 860.5LARGE VEHICLETEMPORARY PARKINGLARGE VEHICLE TEMPORARY PARKING FIRE ACCESS LANE (20'x150')FIR E A C C E S S R O A D T U R N A R O U N DFIRE ACCESS LANE►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►857IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII6" HYDRANT4" GV4" GV4" GV4" GV4" GV4" GV4" GV4" GV8" PVC8" PVC8" PVC8" PVC8" PVC 8" PVC6" PVC6" PVC8" PVC8" PVC4" PVC4" PVC8" PVC4" PVC4" PVC8" PVC8" PVC8" PVC8" PVC4" PVC4" PVC4" PVC4" PVC4" PVC4" PVC4" PVC4" PVC6" PVC6" PVC4" DOMESTIC WATER SERVICEVERIFY INVERT, MATERIAL, LOCATION,AND SIZE WITH MEP PLANS4" FIRE WATER SERVICEVERIFY INVERT, MATERIAL, LOCATION,AND SIZE WITH MEP PLANS4" DOMESTIC WATER SERVICEVERIFY INVERT, MATERIAL, LOCATION,AND SIZE WITH MEP PLANS4" FIRE WATER SERVICEVERIFY INVERT, MATERIAL, LOCATION,AND SIZE WITH MEP PLANS4" FIRE WATER SERVICEVERIFY INVERT, MATERIAL, LOCATION,AND SIZE WITH MEP PLANS4" DOMESTIC WATER SERVICEVERIFY INVERT, MATERIAL, LOCATION,AND SIZE WITH MEP PLANS6" GV8" 45° BEND8" 45° BEND8" 45° BEND8" 45° BEND8" 45° BEND8" 45° BEND8"X6" TEE8"X4" TEE8"X4" TEE8"X4" TEE8"X4" TEE8"X4" TEE8"X4" TEE8"X4" TEE8"X4" TEE6" 45° BEND6" 45° BENDIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII8" PVC 8" GV6" PVC6" PVC6" GV6" HYDRANT8"X6" TEE8" PVC8" GV8" PVC4" FIRE WATER SERVICEVERIFY INVERT, MATERIAL, LOCATION,AND SIZE WITH MEP PLANS8" GV8" PVC6" GV6" PVC8" GV8" GV855855 854 8 5 6 8 5 7 861862863861862863864860859 855856857860 858 859 85885986186286386013.5'14'20.8'4" DOMESTIC WATER SERVICEVERIFY INVERT, MATERIAL, LOCATION,AND SIZE WITH MEP PLANS10.8'►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►► ► ► ► ► ► ►17'17'6" PVC6" GV6" HYDRANT8"X6" TEEFIRE DEPARTMENT CONNECTIONSEE PLUMBING PLANS FOR DESIGN AND EXACT LOCATIONFIRE DEPARTMENT CONNECTIONSEE PLUMBING PLANS FOR DESIGN AND EXACT LOCATIONFIRE DEPARTMENT CONNECTIONSEE PLUMBING PLANS FOR DESIGN AND EXACT LOCATIONFIRE DEPARTMENT CONNECTIONSEE PLUMBING PLANS FOR DESIGN AND EXACT LOCATIONWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.DWN BY:ISSUE DATE:PROJECT NO.:U:\193806086\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-401 UTILITY PLAN 06086.dwg 4/25/2024 HIMMERICH, MICHAEL DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:4/25/2024 2:14:02 PM PROJECT TITLE:CHK'D BY: APP'D BY:CERTIFICATION:733 MARQUETTE AVESUITE 1000MINNEAPOLIS, MN 55402PHONE: 612-712-2000WWW.STANTEC.COMDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:ENCLAVE MIXED-USE DEVELOPMENT ON FRANCE 7235 FRANCE AVE S. EDINA, MINNESOTA 55435193806086MDH JRA JRA04/26/20241GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGDATE: DESCRIPTION:ISSUE NO.: 04/26/2024 CITY SUBMITTAL 1 NOT FOR CONSTRUCT ION 1. SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2. CONTRACTOR SHALL VERIFY LOCATION, SIZE, INVERT, ANDMATERIAL OF ALL UTILITY CONNECTIONS TO UTILITY MAIN,STUBS, AND BUILDING SYSTEMS PRIOR TO CONSTRUCTION.3. MAINTAIN 18" VERTICAL SEPARATION AT ALL UTILITYCROSSINGS.NOTESC-402WATERMAIN INSETLEGEND( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020EASEMENT LINESETBACK LINERIGHT OF WAY LINESECTION LINEQUARTER LINEPROPERTY BOUNDARYEXISTING MINOR CONTOUREXISTING MAJOR CONTOUREXISTING SANITARY MANHOLEEXISTING HYDRANTEXISTING WATER VALVEWVDYHEXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATERMAIN►►►►STORM SEWER►►SANITARY SEWERIIWATERMAINSTORM MANHOLESTORM CATCH BASINSANITARY MANHOLECLEANOUTHYDRANTGATE VALVEPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900CONSTRUCTION LIMITSFIRE DEPARTMENT CONNECTION - SEEPLUMBING PLANS FOR DESIGN AND EXACTLOCATIONSubmitted 4/26/2024 Planning Department IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIFRANCE AVE. S (COUNTY RD. NO. 17)LOT 2PROPOSED BUILDINGGSF : 60,000FFE: 860.5LOT 1PROPOSED BUILDINGGSF : 28,910FFE: 860.5LOT 4PROPOSED BUILDINGGSF : 37,204FFE: 860.5LOT 3PROPOSED BUILDING GSF : 49,102FFE: 860.5LARGE VEHICLETEMPORARY PARKING LARGE VEHICLE TEMPORARY PARKING FIRE ACCESS LANE (20'x150')FIR E A C C E S S R O A D T U R N A R O U N DFIRE ACCESS LANEFIRE ACCESS AREAXXXX►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►► ►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►855860 865 865 853854856857858859861862863864855853854856857858852856857 855852 853854 855855 854 8568578588608 5 9 859859860 861 862 863 864 8608 6 0859858856857858►►►►►►►►►►►►►►►►►►►►►►►►861862863860856857858859861862863 864 853 854855 853854856858857860859858 8578608588598548568 55854 856857860 858 859 858857855860 860861862863864860865STMH 109RIM=859.8412" INV IN=856.85 (NW)8" INV IN=854.53 (W)10" INV IN=854.29 (E)30" INV IN=850.07 (N)30" INV OUT=850.07 (S)STMH 100CONNECT TO AND INSTALLSTRUCTURE OVER EXISTINGSTORM SEWER PIPERIM=854.57PR. 12" INV IN=850.06 (W)EX. 30" INV OUT=849.92 (E)STMH 111RIM=858.8012" INV IN=854.32 (N)10" INV IN=854.24 (S)21" INV IN=852.13 (E)24" INV OUT=852.13 (W)STMH 110RIM=860.1912" INV IN=856.48 (NW)24" INV IN=850.89 (E)12" INV IN=850.89 (N)30" INV OUT=850.89 (S)STMH 102RIM=853.7312" INV IN=850.33 (W)12" INV OUT=850.33 (N)STMH 101RIM=854.5712" INV IN=850.11 (S)12" INV OUT=850.11 (E)CBMH 115RIM=856.9012" INV IN=854.38 (N)12" INV IN=854.38 (W)18" INV OUT=854.38 (S)CBMH 117RIM=858.5412" INV OUT=855.11 (S)RD 06RIM=855.7210" INV OUT=855.00 (N)RD 07RIM=856.2312" INV OUT=855.00 (S)RD 04RIM=855.7210" INV OUT=855.00 (W)RD 03RIM=855.728" INV OUT=855.00 (E)RD 02RIM=855.728" INV OUT=855.00 (S)RD 01RIM=855.728" INV OUT=855.00 (S)RD 5RIM=856.2310" INV OUT=855.00 (W)SYSTEM INLET 210" INV IN=854.80 (E)SYSTEM INLET 68" INV IN=854.63 (N)SYSTEM INLET 78" INV IN=854.63 (N)TRENCH DRAIN CONNECTION 2RIM=858.2312" INV OUT=857.00 (SE)SYSTEM INLET 830" INV IN=849.68 (N)CBMH 107RIM=856.8012" INV IN=852.45 (W)12" INV OUT=852.45 (N)CBMH 108RIM=856.8012" INV OUT=853.00 (E)CBMH 106RIM=856.2812" INV OUT=853.00 (N)CBMH 105RIM=856.50LIFT STATIONSEE SHEET C-810RIM=857.5812" INV IN=842.27 (N)8" INV OUT=836.00 (E)SYSTEM OUTLET 112" INV OUT=842.30 (S)SYSTEM INLET 412" INV IN=852.87 (S)SYSTEM INLET 512" INV IN=852.10 (S)TRENCH DRAIN CONNECTION 1RIM=858.2312" INV OUT=857.00 (SE)26 LF OF 12" RCP @ 2.00%52 LF OF 30" RCP @ 0.75%10 LF OF 10" PVC @ 2.00%19 LF OF 8" PVC @ 2.00%19 LF OF 8" PVC @ 2.00%23 LF OF 8" PVC @ 2.00%36 LF OF 10" PVC @ 2.00%10 LF OF 12" RCP @ 0.50%34 LF OF 12" PVC @ 2.00%7 LF OF 12" RCP @ 2.00%38 LF OF 10" PVC @ 2.00%166 LF OF 24" RCP @ 0.75%44 LF OF 12" RCP @ 0.50%100 LF OF 18" RCP @ 0.75%44 LF OF 12" RCP @ 0.75%27 LF OF 12" RCP @ 2.00%18 LF OF 12" RCP @ 2.00%6 LF OF 12" RCP @ 2.00%6 LF OF 12" RCP @ 0.50%254 LF OF 12" RCP @ 0.50%21 LF OF 18" RCP @ 0.75%109 LF OF 30" RCP @ 0.75%►►►►PROPOSED STORMTRAP ST2DOUBLETRAP 10-0 (ST-101)SYSTEM INVERT = 840.0100-YR HWL = 847.1FOOTPRINT = 16,466 SFSEE SHEETS C-807-C-809►►►►►►►►►►CBMH 104RIM=857.75156 LF OF 21" RCP @ 0.75%10 LF OF 12" RCP @ 2.00%TRENCH DRAIN CONNECTION 3RIM=854.7412" INV OUT=853.51 (N)STMH 112RIM=856.8318" INV IN=853.30 (E)12" INV IN=853.30 (S)21" INV OUT=853.30 (W)59 LF OF 12" RCP @ 0.75%CBMH 118RIM=855.6012" INV OUT=853.90 (N)STMH 113RIM=856.8312" INV IN=853.46 (S)18" INV IN=853.46 (NE)18" INV OUT=853.46 (W)23 LF OF 18" RCP @ 0.75%STMH 114RIM=857.2518" INV IN=853.63 (N)18" INV OUT=853.63 (SW)53 LF OF 12" RCP @ 0.75%CBHM 116RIM=858.3612" INV IN=854.78 (N)12" INV OUT=854.78 (S)CBMH 119CONNECT TO BUILDING PLUMBINGVERIFY LOCATION ANDSIZE WITH MEP PLANSRIM=859.96STMH 103RIM=857.378" INV IN=851.60 (W)12" INV OUT=851.60 (E)21 LF OF 12" PVC @ 2.00%TRENCH DRAINDURA TRENCH OR APPROVED EQUALSEE DETAIL 4/C-802TRENCH DRAINSEE DETAIL 3/C-802TRENCH DRAINDURA TRENCH ORAPPROVED EQUALSEE DETAIL 4/C-802CBMH 120RIM=856.4312" INV OUT=852.00 (E)23 LF OF 12" RCP @ 2.00%SYSTEM INLET 912" INV IN=851.55 (W)WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.DWN BY:ISSUE DATE:PROJECT NO.:U:\193806086\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-501 STORM SEWER PLAN 06086.dwg 4/25/2024 HIMMERICH, MICHAEL DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:4/25/2024 2:15:20 PM PROJECT TITLE:CHK'D BY: APP'D BY:CERTIFICATION:733 MARQUETTE AVESUITE 1000MINNEAPOLIS, MN 55402PHONE: 612-712-2000WWW.STANTEC.COMDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:ENCLAVE MIXED-USE DEVELOPMENT ON FRANCE 7235 FRANCE AVE S. EDINA, MINNESOTA 55435193806086MDH JRA JRA04/26/20241GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGDATE: DESCRIPTION:ISSUE NO.: 04/26/2024 CITY SUBMITTAL 1 NOT FOR CONSTRUCT ION 1. SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2. CONTRACTOR TO PROVIDE 6" PERFORATED DRAINTILE 1.5'BELOW BASE STONE INVERT FOR ALL UNDERGROUNDSYSTEMS. DRAINTILE TO BE SPACED AT 10' O.C..NOTESC-501STORM SEWER PLANLEGEND( IN FEET )GRAPHIC SCALE01 inch = 40 ft.408040EASEMENT LINESETBACK LINERIGHT OF WAY LINESECTION LINEQUARTER LINEPROPERTY BOUNDARYEXISTING MINOR CONTOUREXISTING MAJOR CONTOUREXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETEXISTING STORM SEWER INLET►►►►STORM SEWER►►SANITARY SEWERIIWATERMAINSTORM MANHOLESTORM CATCH BASINSANITARY MANHOLECLEANOUTHYDRANTGATE VALVEEXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATERMAINPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900GRADING LIMITSUNDERGROUND STORMWATER SYSTEMSubmitted 4/26/2024 Planning Department 1C-801SILT FENCE MACHINE SLICEDNOT TO SCALE2C-801EROSION CONTROL BLANKET INSTALLATIONNOT TO SCALE4C-801INLET PROTECTION CATCH BASIN INSERTNOT TO SCALE3C-801ROCK CONSTRUCTION EXITNOT TO SCALEDIRECTION OFSURFACE FLOWANCHOR TRENCH INSTALLATION:1. DIG 6" X 6" TRENCH2. LAY BLANKET IN TRENCH3. STAPLE AT 1.5' INTERVALS4. BACKFILL WITH NATURAL SOIL ANDCOMPACTOVERLAP END JOINTS MINIMUMOF 6" AND STAPLE OVERLAPAT 18" INTERVALSOVERLAP LONGITUDINALJOINTS MINIMUM OF 6"STAPLE DENSITY SHALL BE AMINIMUM OF 3 U-SHAPED 8",11 GAUGE METAL STAPLES PERSQUARE YARD (THIS MAY VARY ASDIRECTED BY THE CITY)ANCHOR TRENCH (SEE DETAILAND NOTES BELOW)ISOMETRICSEE GENERAL NOTESFOR BLANKET TYPESTAPLEBACKFILLEROSIONCONTROLBLANKETANCHOR TRENCH DETAIL6"6"12" TO 36"DIRECTION OF RUNOFFSTEEL FENCE (T-POST) MINIMUM 5'LONG, MAX6' SPACINGATTACH FABRIC TO POST WITH MINIMUM 3 ZIP TIES (50 LB TENSILE) PER POST IN TOP 8" OF FABRICGEOTEXTILE FABRIC OVERLAP FABRIC 6" ANDFASTEN AT 2' INTERVALSLAY FABRIC IN TRENCHFABRIC ANCHORAGE TRENCH BACKFILLTRENCH WITH TAMPED NATURAL SOILSUPPORT POST ANCHORAGE WITHTAMPED NATURAL SOILSECTION6"MIN.24" MIN.POSTEMBEDMENT8"MIN.NOTES:1. FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATIONTHROUGH ROCK.2. ENTRANCE MUST BE MAINTAINED TO PREVENT SEDIMENTATION ON PUBLICROADWAYS.3. FUGITIVE ROCKS SHALL BE REMOVED FROM ADJACENT ROADWAYS DAILY ORMORE FREQUENTLY AS NECESSARY.ROAD1" - 2" WASHED ROCK18" MIN. CUT OFF BERM TOMINIMIZE RUNOFF FROM SITEISOMETRICISOMETRICCURB AND GUTTEROVERFLOW IS 1/2 OF THECURB BOX HEIGHTDEFLECTOR PLATEOVERFLOW IS 1/2 OF THECURB BOX HEIGHTOVERFLOW AT THE TOP OF THEFILTER ASSEMBLYCURB10" FILTER ASSEMBLYHIGH-FLOW FABRICWIMCO ROAD DRAIN CG-3067 HIGH FLOWINLET PROTECTION CURB AND GUTTERMODEL OR APPROVED EQUAL.7C-801CONCRETE PAVEMENTNOT TO SCALECOMPACTED SUBGRADE6" CONCRETE PAVEMENT (TYPE 3F52A)6" MNDOT CLASS 5 AGGREGATE BASE(100% CRUSHED)6C-801BITUMINOUS PAVEMENTNOT TO SCALECOMPACTED SUBGRADE1.5" BITUMINOUS WEAR COURSE(SPWEA340B) PER MNDOT 23608" MNDOT CLASS 5 AGGREGATEBASE (100% CRUSHED)BITUMINOUS TACK COATPER MNDOT 23572" BITUMINOUS NON-WEAR COURSE(SPNWB330B) PER MNDOT 23605C-801BIOROLLNOT TO SCALE1" X 2" X 18" LONG WOODEN STAKES AT1' 0" SPACING MAXIMUM.FLOWBIOROLL45°8" - 10"SECTIONNOTE: IF PLACED ON PAVED SURFACE, DO NOT STAKE INTO SURFACE.CONTRACTOR SHALL ENSURE BIOROLL IS PROPERLY FUNCTIONING ATLEAST DAILY AND AS REQUIRED BY THE SWPPP/NPDES PERMIT, IFAPPLICABLE.DWN BY:ISSUE DATE:PROJECT NO.:U:\193806086\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-801 DETAILS 06086.dwg 4/25/2024 HIMMERICH, MICHAEL DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:4/25/2024 2:16:24 PM PROJECT TITLE:CHK'D BY: APP'D BY:CERTIFICATION:733 MARQUETTE AVESUITE 1000MINNEAPOLIS, MN 55402PHONE: 612-712-2000WWW.STANTEC.COMDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:ENCLAVE MIXED-USE DEVELOPMENT ON FRANCE 7235 FRANCE AVE S. EDINA, MINNESOTA 55435193806086MDH JRA JRA04/26/20241DATE: DESCRIPTION:ISSUE NO.: 04/26/2024 CITY SUBMITTAL 1 NOT FOR CONSTRUCT IONC-801DETAILSSubmitted 4/26/2024 Planning Department 1C-802TYPICAL PAVEMENT MARKINGSNOT TO SCALESEE PLAN4"15"2'-8"2'-8"9"15"4"4"15"28"8"TYPICALPAVEMENT STRIPINGTRAFFIC ARROWTYPICAL LETTERNOTES:1. PAINT SHALL BE APPLIED AT A THICKNESS OF 22 WET MILS AND 15 DRY MILS.2. PAINT SHALL BE NON-REFLECTIVE WHITE PAINT FOR ALL TYPICAL PAVEMENTMARKINGSTYPICALCROSSWALK PANELSEE PLAN2'2'-8"2C-802STANDARD PARKING LOT SIGNSNOT TO SCALESTOPDO NOTENTERPARKINGVEHICLE IDREQUIREDUP TO $200 FINE FORVIOLATIONVANACCESSIBLER5-130"X30"W11A-224"X24"R1-130"X30"R7-8m ACCESSIBLE PARKING - 12"x18"R7-8bP VAN ACCESSIBLE - 12"x6"ORR1-5C18"X24"NOR7-1 MODIFIED NO PARKING ANY TIMEEXCLUDE ARROW - 12"x18"PARKINGANYTIME3C-802CONCRETE TRENCH DRAINNOT TO SCALE6" MNDOT CLASS 5AGGREGATE BASE, 100% CRUSHEDSUBGRADE PREPARATIONNEENAH R-4990-CX TRENCHDRAIN W/ TYPE P GRATE#4 EPOXY COATED DEFORMED BARPROVIDE 3" CLEAR COVERCONCRETE TRENCHSLOPE BOTTOM OF TRENCH TOWARDDISCHARGE POINT AT 1% (TYP.)FLOWFLOWSLOPE 1%SECTIONPROFILEDRAIN45° PVC BENDOUTFLOW4C-802DURA TRENCH TRENCH DRAINNOT TO SCALE5C-802RIBBON CURBNOT TO SCALE6" CLASS 5AGGREGATE BASE(100% CRUSHED)BITUMINOUS PAVEMENTSECTION14" DROP ACROSSWIDTH OF CURBSIDEWALK26"7"CONCRETEDWN BY:ISSUE DATE:PROJECT NO.:U:\193806086\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-801 DETAILS 06086.dwg 4/25/2024 HIMMERICH, MICHAEL DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:4/25/2024 2:16:29 PM PROJECT TITLE:CHK'D BY: APP'D BY:CERTIFICATION:733 MARQUETTE AVESUITE 1000MINNEAPOLIS, MN 55402PHONE: 612-712-2000WWW.STANTEC.COMDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:ENCLAVE MIXED-USE DEVELOPMENT ON FRANCE 7235 FRANCE AVE S. EDINA, MINNESOTA 55435193806086MDH JRA JRA04/26/20241DATE: DESCRIPTION:ISSUE NO.: 04/26/2024 CITY SUBMITTAL 1 NOT FOR CONSTRUCT IONC-802DETAILSSubmitted 4/26/2024 Planning Department DWN BY:ISSUE DATE:PROJECT NO.:U:\193806086\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-801 DETAILS 06086.dwg 4/25/2024 HIMMERICH, MICHAEL DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:4/25/2024 2:16:34 PM PROJECT TITLE:CHK'D BY: APP'D BY:CERTIFICATION:733 MARQUETTE AVESUITE 1000MINNEAPOLIS, MN 55402PHONE: 612-712-2000WWW.STANTEC.COMDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:ENCLAVE MIXED-USE DEVELOPMENT ON FRANCE 7235 FRANCE AVE S. EDINA, MINNESOTA 55435193806086MDH JRA JRA04/26/20241DATE: DESCRIPTION:ISSUE NO.: 04/26/2024 CITY SUBMITTAL 1 NOT FOR CONSTRUCT IONC-803DETAILSSubmitted 4/26/2024 Planning Department DWN BY:ISSUE DATE:PROJECT NO.:U:\193806086\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-801 DETAILS 06086.dwg 4/25/2024 HIMMERICH, MICHAEL DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:4/25/2024 2:16:38 PM PROJECT TITLE:CHK'D BY: APP'D BY:CERTIFICATION:733 MARQUETTE AVESUITE 1000MINNEAPOLIS, MN 55402PHONE: 612-712-2000WWW.STANTEC.COMDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:ENCLAVE MIXED-USE DEVELOPMENT ON FRANCE 7235 FRANCE AVE S. EDINA, MINNESOTA 55435193806086MDH JRA JRA04/26/20241DATE: DESCRIPTION:ISSUE NO.: 04/26/2024 CITY SUBMITTAL 1 NOT FOR CONSTRUCT IONC-804DETAILSSubmitted 4/26/2024 Planning Department 1C-805STORM SEWER MANHOLENOT TO SCALE7"VARIES 12"36" - 48"5" MIN.27"VARIES48" TYP.3"GROUT BOTTOM OF MANHOLE TO A MINIMUM OF 1/2DIAMETER AT PIPE AND SLOPE GROUT 2" TOWARD INVERT.MANHOLE STEPS SHALL BE PLACED SO THATOFFSET VERTICAL PORTION OF CONE IS FACINGDOWNSTREAM FOR ALL PIPES UP TO 24''. PLACESTEPS ON RIGHT HAND SIDE WHEN FACING DOWNSTREAM FOR ALL PIPES 24'' AND OVERNEENAH R1642 FRAME AND COVER OR EQUALLETTERED, "STORM SEWER", WITH 2 CONCEALEDPICK HOLESMINIMUM OF 2 MAXIMUM OF 5 CONCRETEADJUSTMENT RINGS WITH FULL BED OF MORTARBETWEEN EACH RING. 1 RING WITH MORTAR = 0.2'.INSTALL INTERNAL I&I BARRIER EULL'S ORAPPROVED EQUAL. ONLY PLASTIC SHIMS SHALL BEALLOWED IF NEEDED. MORTAR SHALL BE AIRENTRAINED UNDERGROUND UTILITY MORTARWHICH MEETS OR EXCEEDS ASTM C270 AND ASTMC387.MANHOLE STEPS, COPOLYMER POLYPROPYLENEPLASTIC, WITH 1/2" GRADE 60 STEELREINFORCEMENT OR EQUAL, 16" ON CENTER. (NOSTEPS ALLOWED IN UPPER 27" BARREL.)ALL JOINTS IN MANHOLE TO HAVE PROFILEGASKETS PER ASTM C443PIPE SHALL BE CUT OUT 2" FROM INSIDE FACE OFWALL.MINIMUM SLAB THICKNESS 6" FOR STRUCTURES 14'IN DEPTH OR LESS. INCREASE THICKNESS 1" FOREACH ADDITIONAL 4' OF DEPTH, AND REINFORCE INACCORDANCE OF MNDOT STANDARD PLATE 4011E.DOG HOUSES MUST BE GROUTED BOTH INSIDE ANDOUTSIDE OF STRUCTURE. WASTERSTOP GROUTRING (RCP) OR WATERTIGHT BOOT (PVC) REQUIREDGROUTFLOWPLANSECTION2C-805CATCH BASIN MANHOLENOT TO SCALEAC2VARIES48" TYP.5" MIN.3"VARIES 12"PIPEDIA.BA MINIMUM OF 2 MAXIMUM OF 5 CONCRETEADJUSTMENT RINGS WITH FULL BED OF MORTARBETWEEN EACH RING. 1 RING WITH MORTAR = 0.2'.INSTALL INTERNAL I&I BARRIER EULL'S ORAPPROVED EQUAL. ONLY PLASTIC SHIMS SHALL BEALLOWED IF NEEDED. MORTAR SHALL BE AIRENTRAINED UNDERGROUND UTILITY MORTARWHICH MEETS OR EXCEEDS ASTM C270 AND ASTMC387.6" MIN. PRECAST REINFORCED CONCRETE MANHOLESLAB, REINFORCED IN ACCORDANCE WITH MNDOTPLATE 4020.TOP OF BARREL SECTION UNDER TOP SLAB TOHAVE FLAT TOP EDGE SEALED WITH 2 BEADS OFRAMNEK OR APPROVED EQUAL. EXTERNAL WRAP(GATOR WRAP OR APPROVED EQUAL) REQUIREDALL JOINTS IN MANHOLE TO HAVE PROFILEGASKETS PER ASTM C4434" PVC DRAINTILE CONNECTION (IF IDENTIFIEDON THE PLANS). PIPE SHALL BE CUT OFF 2"FROM INSIDE FACE OF WALL.MINIMUM SLAB THICKNESS 6" FOR STRUCTURES 14' INDEPTH OR LESS. INCREASE THICKNESS 1" FOR EACHADDITIONAL 4' OF DEPTH, AND REINFORCE INACCORDANCE OF MNDOT STANDARD PLATE 4011E.GROUTDOG HOUSES MUST BE GROUTED BOTH INSIDE ANDOUTSIDE OF STRUCTURE. WASTERSTOP GROUTRING (RCP) OR WATERTIGHT BOOT (PVC) REQUIRED4" PVC DRAINTILE (IF IDENTIFIED ON THE PLANS). NOBENDS GREATER THAN 45° SHALL BE ALLOWEDPLANSECTIONCLDWN BY:ISSUE DATE:PROJECT NO.:U:\193806086\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-801 DETAILS 06086.dwg 4/25/2024 HIMMERICH, MICHAEL DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:4/25/2024 2:16:43 PM PROJECT TITLE:CHK'D BY: APP'D BY:CERTIFICATION:733 MARQUETTE AVESUITE 1000MINNEAPOLIS, MN 55402PHONE: 612-712-2000WWW.STANTEC.COMDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:ENCLAVE MIXED-USE DEVELOPMENT ON FRANCE 7235 FRANCE AVE S. EDINA, MINNESOTA 55435193806086MDH JRA JRA04/26/20241DATE: DESCRIPTION:ISSUE NO.: 04/26/2024 CITY SUBMITTAL 1 NOT FOR CONSTRUCT IONC-805DETAILSSubmitted 4/26/2024 Planning Department DWN BY:ISSUE DATE:PROJECT NO.:U:\193806086\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-801 DETAILS 06086.dwg 4/25/2024 HIMMERICH, MICHAEL DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:4/25/2024 2:16:48 PM PROJECT TITLE:CHK'D BY: APP'D BY:CERTIFICATION:733 MARQUETTE AVESUITE 1000MINNEAPOLIS, MN 55402PHONE: 612-712-2000WWW.STANTEC.COMDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:ENCLAVE MIXED-USE DEVELOPMENT ON FRANCE 7235 FRANCE AVE S. EDINA, MINNESOTA 55435193806086MDH JRA JRA04/26/20241DATE: DESCRIPTION:ISSUE NO.: 04/26/2024 CITY SUBMITTAL 1 NOT FOR CONSTRUCT IONC-806DETAILSSubmitted 4/26/2024 Planning Department DWN BY:ISSUE DATE:PROJECT NO.:U:\193806086\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-801 DETAILS 06086.dwg 4/25/2024 HIMMERICH, MICHAEL DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:4/25/2024 2:16:54 PM PROJECT TITLE:CHK'D BY: APP'D BY:CERTIFICATION:733 MARQUETTE AVESUITE 1000MINNEAPOLIS, MN 55402PHONE: 612-712-2000WWW.STANTEC.COMDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:ENCLAVE MIXED-USE DEVELOPMENT ON FRANCE 7235 FRANCE AVE S. EDINA, MINNESOTA 55435193806086MDH JRA JRA04/26/20241DATE: DESCRIPTION:ISSUE NO.: 04/26/2024 CITY SUBMITTAL 1 NOT FOR CONSTRUCT IONC-807DETAILSSubmitted 4/26/2024 Planning Department DWN BY:ISSUE DATE:PROJECT NO.:U:\193806086\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-801 DETAILS 06086.dwg 4/25/2024 HIMMERICH, MICHAEL DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:4/25/2024 2:16:59 PM PROJECT TITLE:CHK'D BY: APP'D BY:CERTIFICATION:733 MARQUETTE AVESUITE 1000MINNEAPOLIS, MN 55402PHONE: 612-712-2000WWW.STANTEC.COMDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:ENCLAVE MIXED-USE DEVELOPMENT ON FRANCE 7235 FRANCE AVE S. EDINA, MINNESOTA 55435193806086MDH JRA JRA04/26/20241DATE: DESCRIPTION:ISSUE NO.: 04/26/2024 CITY SUBMITTAL 1 NOT FOR CONSTRUCT IONC-808DETAILSSubmitted 4/26/2024 Planning Department DWN BY:ISSUE DATE:PROJECT NO.:U:\193806086\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-801 DETAILS 06086.dwg 4/25/2024 HIMMERICH, MICHAEL DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:4/25/2024 2:17:01 PM PROJECT TITLE:CHK'D BY: APP'D BY:CERTIFICATION:733 MARQUETTE AVESUITE 1000MINNEAPOLIS, MN 55402PHONE: 612-712-2000WWW.STANTEC.COMDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:ENCLAVE MIXED-USE DEVELOPMENT ON FRANCE 7235 FRANCE AVE S. EDINA, MINNESOTA 55435193806086MDH JRA JRA04/26/20241DATE: DESCRIPTION:ISSUE NO.: 04/26/2024 CITY SUBMITTAL 1 NOT FOR CONSTRUCT IONC-809DETAILSSubmitted 4/26/2024 Planning Department INFLUENT PIPE12" RCPELEV. 842.27NOTE:1. REFER TO PLAN VIEW FOR TRUE ORIENTATION OF PIPING.2. CONTRACTOR RESPONSIBLE FOR MAKING PENETRATIONS THROUGHSTRUCTURES TO ACCOMMODATE ELECTRICAL AND CONTROLS WIRING ASNEEDED. LOCATE AND SIZE PENETRATIONS AS DIRECTED BY OWNER AND INACCORDANCE WITH PUMP AND INSTRUMENT MANUFACTURERRECOMMENDATIONS.BOTTOM OF MANHOLE ELEV. 835.00GROUND ELEV. 857.33INFLUENTPIPE4" DIPPIPE CL ELEV. 851.938" C900 PVC84" INSIDE DIAMETERCONCRETE MANHOLE W/MONOLITHIC BASE4" CHECK VALVE W/ WEEPHOLE (IN VERTICALPOSITION)PUMP AND MOTORTOP OF SLABELEV. 857.58FROGSMOUTHALUMINUM ACCESSDOOR W/SAFETYGRATE FOR FALLPROTECTIONRUBBER BOOT (TYP.ALL OPENINGS)STAINLESS STEEL LIFTINGCHAINPUMP CABLESCONCRETE FILLET SLOPED TOWARDS PUMP.PLACE CONCRETE FILLET IN ACCORDANCEWITH PUMP SUPPLIER RECOMMENDATIONS.4" FLANGED DIPDISCHARGE PIPE2" GALV. STEEL PUMPGUIDE RAILS4" DIP BASE ELBOW4" DIP(FL x PE)8" C900 PVC12" MIN GRANULARBEDDING MATERIAL1111GROUT PAD UNDER BASE ELBOW, INACCORDANCE WITH PUMPSUPPLIER RECOMMENDATIONS1C-810STORMWATER LIFT STATIONNOT TO SCALEACCESS DOOR4" CHECK VALVE W/ WEEPHOLEHIGH LEVEL FLOATRADAR LEVEL TRANSMITTERPUMP CONTROL ELEVATIONSELEV.FUNCTION842.30 PUMP START837.00 PUMP STOP836.00 LOW LEVEL ALARM FLOATBOAT ANCHOR WITHSTAINLESS STEEL CABLEFOR FLOAT MOUNTING.RAISE WEIGHT CLEAR OFPUMP SUCTION.ALUMINUM TRASH BASKET WITHGUIDE RAIL AND LIFTING CHAIN3"4" X 6" DIP MJREDUCER12"MINLOW LEVEL FLOATB1A TRASH BASKETDWN BY:ISSUE DATE:PROJECT NO.:U:\193806086\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-801 DETAILS 06086.dwg 4/25/2024 HIMMERICH, MICHAEL DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:4/25/2024 2:17:06 PM PROJECT TITLE:CHK'D BY: APP'D BY:CERTIFICATION:733 MARQUETTE AVESUITE 1000MINNEAPOLIS, MN 55402PHONE: 612-712-2000WWW.STANTEC.COMDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:ENCLAVE MIXED-USE DEVELOPMENT ON FRANCE 7235 FRANCE AVE S. EDINA, MINNESOTA 55435193806086MDH JRA JRA04/26/20241DATE: DESCRIPTION:ISSUE NO.: 04/26/2024 CITY SUBMITTAL 1 NOT FOR CONSTRUCT IONC-810DETAILSSubmitted 4/26/2024 Planning Department FRANCE AVE. S (COUNTY RD. NO. 17)LOT 2PROPOSED BUILDINGGSF : 60,000FFE: 860.5LOT 1PROPOSED BUILDINGGSF : 28,910FFE: 860.5LOT 4PROPOSED BUILDINGGSF : 37,204FFE: 860.5LOT 3PROPOSED BUILDING GSF : 49,102FFE: 860.5LARGE VEHICLE TEMPORARY PARKING LARGE VEHICLE TEMPORARY PARKING FIRE ACCESS LANE (20'x150')FIR E A C C E S S R O A D T U R N A R O U N DFIRE ACCESS LANEFIRE ACCESS AREAX XXXEdina Cobra Fire TruckEdina Cobra Fire Truck Edina Cobra Fire Truck 47.6611.27521.5Edina Cobra Fire TruckOverall Length47.660ftOverall Width8.697ftOverall Body Height10.417ftMin Body Ground Clearance0.848ftTrack Width7.918ftLock-to-lock time4.00sWall to Wall Turning Radius42.300ftWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.DWN BY:ISSUE DATE:PROJECT NO.:U:\193806086\LDev\5_DESIGN\1_CAD\2 EXHIBITS\VEHICLE TURNING MOVEMENTS 06086.dwg 4/25/2024 HIMMERICH, MICHAEL DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:4/25/2024 11:53:32 AM PROJECT TITLE:CHK'D BY: APP'D BY:CERTIFICATION:733 MARQUETTE AVESUITE 1000MINNEAPOLIS, MN 55402PHONE: 612-712-2000WWW.STANTEC.COMDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:ENCLAVE MIXED-USE DEVELOPMENT ON FRANCE 7235 FRANCE AVE S. EDINA, MINNESOTA 55435193806086MDH JRA JRA04/26/20241GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGDATE: DESCRIPTION:ISSUE NO.: 04/26/2024 CITY SUBMITTAL 1 NOT FOR CONSTRUCT ION ( IN FEET )GRAPHIC SCALE01 inch = 30 ft.306030EX-1FIRE TURNING MOVEMENTSSubmitted 4/26/2024 Planning Department FRANCE AVE. S (COUNTY RD. NO. 17)LOT 2PROPOSED BUILDINGGSF : 60,000FFE: 860.5LOT 1PROPOSED BUILDINGGSF : 28,910FFE: 860.5LOT 4PROPOSED BUILDINGGSF : 37,204FFE: 860.5LOT 3PROPOSED BUILDING GSF : 49,102FFE: 860.5LARGE VEHICLE TEMPORARY PARKING LARGE VEHICLE TEMPORARY PARKING FIRE ACCESS LANE (20'x150')FIR E A C C E S S R O A D T U R N A R O U N DFIRE ACCESS LANEFIRE ACCESS AREAX XXXWB-67 - Interstate Semi-TrailerWB-67 - Interstate Semi-Trailer 5327.9Max 68.5° HorizMax 10° Vert343.5445.52.523.5417.44.219.5WB-67 - Interstate Semi-TrailerOverall Length73.501ftOverall Width8.500ftOverall Body Height13.500ftMin Body Ground Clearance1.334ftMax Track Width8.500ftLock-to-lock time6.00sMax Steering Angle (Virtual)28.40°EX-2TRUCK TURNINGMOVEMENTSWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.DWN BY:ISSUE DATE:PROJECT NO.:U:\193806086\LDev\5_DESIGN\1_CAD\2 EXHIBITS\VEHICLE TURNING MOVEMENTS 06086.dwg 4/25/2024 HIMMERICH, MICHAEL DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:4/25/2024 11:53:36 AM PROJECT TITLE:CHK'D BY: APP'D BY:CERTIFICATION:733 MARQUETTE AVESUITE 1000MINNEAPOLIS, MN 55402PHONE: 612-712-2000WWW.STANTEC.COMDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:ENCLAVE MIXED-USE DEVELOPMENT ON FRANCE 7235 FRANCE AVE S. EDINA, MINNESOTA 55435193806086MDH JRA JRA04/26/20241GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGDATE: DESCRIPTION:ISSUE NO.: 04/26/2024 CITY SUBMITTAL 1 NOT FOR CONSTRUCT ION ( IN FEET )GRAPHIC SCALE01 inch = 30 ft.306030Submitted 4/26/2024 Planning Department Submitted 4/26/2024 Planning Department Submitted 4/26/2024 Planning Department Submitted 4/26/2024 Planning Department FIRST LEVEL100'-0"SECOND LEVEL120'-0"THIRD LEVEL133'-6"ROOF LEVEL255'-0"FOURTH LEVEL147'-0"FIFTH LEVEL160'-6"SIXTH LEVEL174'-0"SEVENTH LEVEL187'-6"EIGHTH LEVEL201'-0"NINTH LEVEL214'-6"TENTH LEVEL228'-0"ELEVENTH LEVEL241'-6"BRICK AND STONE 38% OF SOUTH FACADEFIRST LEVEL100'-0"SECOND LEVEL120'-0"THIRD LEVEL133'-6"ROOF LEVEL255'-0"FOURTH LEVEL147'-0"FIFTH LEVEL160'-6"SIXTH LEVEL174'-0"SEVENTH LEVEL187'-6"EIGHTH LEVEL201'-0"NINTH LEVEL214'-6"TENTH LEVEL228'-0"ELEVENTH LEVEL241'-6"BRICK 30% OF WEST FACADEFIRST LEVEL100'-0"SECOND LEVEL120'-0"THIRD LEVEL133'-6"ROOF LEVEL255'-0"FOURTH LEVEL147'-0"FIFTH LEVEL160'-6"SIXTH LEVEL174'-0"SEVENTH LEVEL187'-6"EIGHTH LEVEL201'-0"NINTH LEVEL214'-6"TENTH LEVEL228'-0"ELEVENTH LEVEL241'-6"BRICK AND STONE 26% OF NORTH FACADEFIRST LEVEL100'-0"SECOND LEVEL120'-0"THIRD LEVEL133'-6"ROOF LEVEL255'-0"FOURTH LEVEL147'-0"FIFTH LEVEL160'-6"SIXTH LEVEL174'-0"SEVENTH LEVEL187'-6"EIGHTH LEVEL201'-0"NINTH LEVEL214'-6"TENTH LEVEL228'-0"ELEVENTH LEVEL241'-6"BRICK 27% OF EAST FACADED E S I G NG R O U P767 N. EUSTIS STREET, SUITE 190ST. PAUL, MINNESOTA 55114651.642.9200WWW.POPEDESIGN.COMPOPE DESIGN GROUP5/3/2024 1:08:29 PMA112BRICK AND STONEMATERIAL CALC43230-24043ENCLAVE MIXED-USE DEVELOPMENTON FRANCEEDINA, MN05/03/241/16" = 1'-0"A1121SOUTH BUILDING ELEVATION1/16" = 1'-0"A1122WEST BUILDING ELEVATION1/16" = 1'-0"A1123NORTH BUILDING ELEVATION1/16" = 1'-0"A1124EAST BUILDING ELEVATION GLASSMETALMETALMETALMETALMETALFIBER CEMENT60' - 0"MANF. STONE/BRICKMATERIAL CALCS - NORTH ELEVATIONMANF. STONE/BRICKGLAZING30%27%FIBER CEMENTGLASSMETALMETALMANF. STONE/BRICK60' - 0"MATERIAL CALCS - SOUTH ELEVATIONMANF. STONE/BRICKGLAZING30%42%METALMANF. STONE/BRICKPROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLAN5/8/2024 11:27:53 AMA302-NEEXTERIOR ELEVATION MATERIALCALCS223701.00ESG ESG05/01/24ENCLAVE MIXED-USEDEVELOPMENT ON FRANCEENCLAVEMIXED-USEDEVELOPMENTON FRANCEEDINA, MNPUD SUBMISSION4/26/2024No. Description Date3/32" = 1'-0"A302-NE1NORTH ELEVATION MATERIAL CALCS3/32" = 1'-0"A302-NE2SOUTH ELEVATION MATERIAL CALCS 60' - 0"MANF. STONE/BRICKGLASSMETALMETALMATERIAL CALCS - WEST ELEVATIONMANF. STONE/BRICKGLAZING22%37%GLASSMANF. STONE/BRICKMETAL60' - 0"MATERIAL CALCS - EAST ELEVATIONMANF. STONE/BRICKGLAZING20%34%PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLAN5/8/2024 11:27:53 AMA303-NEEXTERIOR MATERIAL CALCS223701.00ESG ESG05/01/24ENCLAVE MIXED-USEDEVELOPMENT ON FRANCEENCLAVEMIXED-USEDEVELOPMENTON FRANCEEDINA, MNPUD SUBMISSION4/26/2024No. Description Date3/32" = 1'-0"A303-NE1WEST ELEVATION MATERIAL CALCS3/32" = 1'-0"A303-NE2EAST ELEVATION MATERIAL CALCS 60' - 0"MANF. STONE/BRICKGLASSMETALGLASSMATERIAL CALCS - NORTH ELEVATIONMANF. STONE/BRICKGLAZING59%32%MANF. STONE/BRICKMETALFIBER CEMENTGLASSMANF. STONE/BRICKGLASSMETALGLASSMATERIAL CALCS - NORTH ELEVATIONMANF. STONE/BRICKGLAZING45%48%60' - 0"PROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLAN5/8/2024 11:32:46 AMA302-NWMATERIAL CALCS223701.00ESG ESG05/02/24ENCLAVE MIXED-USEDEVELOPMENT ON FRANCEENCLAVEMIXED-USEDEVELOPMENTON FRANCEEDINA, MNPUD SUBMISSION4/26/2024No. Description Date3/32" = 1'-0"A302-NW1NORTH ELEVATION MATERIAL CALCS3/32" = 1'-0"A302-NW2SOUTH ELEVATION MATERIAL CALCS 60' - 0"MANF. STONE/BRICKMETALFIBER CEMENTGLASSMETALMATERIAL CALCS - EAST ELEVATIONMANF. STONE/BRICKGLAZING31%35%60' - 0"GLASSMANF. STONE/BRICKMANF. STONE/BRICKMETALMETALMATERIAL CALCS - WEST ELEVATIONMANF. STONE/BRICKGLAZING72%56%PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLAN5/8/2024 11:32:47 AMA303-NWMATERIAL CALCS223701.00ESG ESG05/03/24ENCLAVE MIXED-USEDEVELOPMENT ON FRANCEENCLAVEMIXED-USEDEVELOPMENTON FRANCEEDINA, MNPUD SUBMISSION4/26/2024No. Description Date3/32" = 1'-0"A303-NW1EAST ELEVATION MATERIAL CALCS3/32" = 1'-0"A303-NW2WEST ELEVATION MATERIAL CALCS MANF. STONE/BRICKMETALGLASSMETAL60' - 0"MATERIAL CALCS - NORTH ELEVATIONGLASS35%MANF. STONE/BRICK27%METALMANF. STONE/BRICKFIBER CEMENTGLASS60' - 0"MATERIAL CALCS - SOUTH ELEVATIONGLASS20%MANF. STONE/BRICK45%PROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLAN5/8/2024 11:39:02 AMA302-SEMATERIAL CALCS221701.00ESG ESG05/06/24ENCLAVE MIXED-USEDEVELOPMENT ON FRANCEENCLAVEMIXED-USEDEVELOPMENTON FRANCEEDINA, MNPUD SUBMISSION4/26/2024No. Description Date3/32" = 1'-0"A302-SE1NORTH ELEVATION MATERIAL CALCS3/32" = 1'-0"A302-SE2SOUTH ELEVATION MATERIAL CALCS 60' - 0"MANF. STONE/BRICKMETALFIBER CEMENTGLASSMATERIAL CALCS - EAST ELEVATIONGLASS 36%MANF. STONE/BRICK 28%60' - 0"GLASSMANF. STONE/BRICKCONCRETEMETALFIBER CEMENTMATERIAL CALCS - WEST ELEVATIONGLASS 25%MANF. STONE/BRICK 25%PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLAN5/8/2024 11:39:02 AMA303-SEMATERIAL CALCS221701.00ESG ESG05/07/24ENCLAVE MIXED-USEDEVELOPMENT ON FRANCEENCLAVEMIXED-USEDEVELOPMENTON FRANCEEDINA, MNPUD SUBMISSION4/26/2024No. Description Date3/32" = 1'-0"A303-SE1EAST ELEVATION MATERIAL CALCS3/32" = 1'-0"A303-SE2WEST ELEVATION MATERIAL CALCS 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 Enclave Mixed-Use Development at France Ave Preliminary PUD & Plat Submission | City of Edina | May 16, 2024 EDINA, MINNESOTA ESG Architecture & Design 500 Washington Avenue South, Suite 1080, Minneapolis, MN 55415 Presentation Outline PUD SUBMISSION | CITY OF EDINAENCLAVE MIXED-USE DEVELOPMENT AT FRANCE AVE, EDINA, MN 2 Feedback Received To-Date / Informed PUD Request Architect 3D Presentation Supplemental Information for Q & A PUD SUBMISSION | CITY OF EDINAENCLAVE MIXED-USE DEVELOPMENT AT FRANCE AVE, EDINA, MN 3DeveloperArchitectCivil/Pub. Realm Feedback / Guidance - 2022 to 2024 • Neighborhood meetings/ neighboring property owners • France Ave Business Alliance • Edina Chamber of Commerce • Planning Commission • City Council • Housing & Redevelopment Authority (HRA) • Breakout meetings with various city departments/ staff (examples: fire, parks, ED, CD, engineering, etc.) • Three Rivers Park District • Nine Mile Creek Watershed District • Hennepin County • France Ave Pedestrian Crossing Public Engagement Process • EAW Process (TIS) • City Land Use Guidance: Greater Southdale District Guidelines, Comprehensive Plan PUD SUBMISSION | CITY OF EDINAENCLAVE MIXED-USE DEVELOPMENT AT FRANCE AVE, EDINA, MN 4 Site layout / buildings adjusted to accommodate various potential future France Ave Public Crossing Strategies Revised Proposal - Based on Feedback 1 NW - Mixed Use SW - Mixed Use France AveEdina PromenadeSE - Residential NE - Residential 9-Mile Creek Trail PUD SUBMISSION | CITY OF EDINAENCLAVE MIXED-USE DEVELOPMENT AT FRANCE AVE, EDINA, MN 5 Expansion of public realm across entire site (generally increased setbacks; promenade example: 71 France 15’, Bower 20’, Bank Forward 15’, Pinstripes 0’; France Ave 50’, south side 9-mile creek trail green corridor, mid-block 60-corridor. Revised Proposal - Based on Feedback 2 NW - Mixed Use SW - Mixed Use France AveEdina PromenadeSE - Residential NE - Residential PUD SUBMISSION | CITY OF EDINAENCLAVE MIXED-USE DEVELOPMENT AT FRANCE AVE, EDINA, MN 6 E-W Center Public Plaza: Redesigned to look/ feel like an extension of the Centennial Promenade & to include intense pedestrian level interaction (green/ trees, curves, most intense pedestrian level uses/ entrances, updated below ground parking strategy, orientation of east two apartment buildings for sunlight) Revised Proposal - Based on Feedback 3 NW - Mixed Use SW - Mixed Use France AveEdina PromenadeSE - Residential NE - Residential PUD SUBMISSION | CITY OF EDINAENCLAVE MIXED-USE DEVELOPMENT AT FRANCE AVE, EDINA, MN 7 Centennial Promenade Engagement (public parking, public dog park, restaurant, new major connections, placemaking signage) Revised Proposal - Based on Feedback 4 NW - Mixed Use SW - Mixed Use France AveEdina PromenadeSE - Residential NE - Residential PUD SUBMISSION | CITY OF EDINAENCLAVE MIXED-USE DEVELOPMENT AT FRANCE AVE, EDINA, MN 8 Green Walls, Convertible Parking & Art (south side of south buildings targeted, 1st floor parking realistic for conversions) Revised Proposal - Based on Feedback 5 NW - Mixed Use SW - Mixed Use France AveEdina PromenadeSE - Residential NE - Residential PUD SUBMISSION | CITY OF EDINAENCLAVE MIXED-USE DEVELOPMENT AT FRANCE AVE, EDINA, MN 9 Design Overview NW - Mixed Use SW - Mixed Use France AveEdina PromenadeNE - Residential SE - Residential 10 N PUD SUBMISSION | CITY OF EDINAENCLAVE MIXED-USE DEVELOPMENT AT FRANCE AVE, EDINA, MN Aspirations from an Experience-Based Set of Guidelines • Instill a Grid of Walkable blocks • Develop Human-Scaled Street Rooms • Neighborhood Connectivity through corridors that focus on activity • Organize around pedestrian-focused activity • Infrastructure that results in functioning civic spaces • Transportation is not car focused • Variety of Use and Architectural Design • Healthy Green Design • Expand the Park and Public Space Understanding the Vision of the Greater Southdale District Design Guidelines PUD SUBMISSION | CITY OF EDINAENCLAVE MIXED-USE DEVELOPMENT AT FRANCE AVE, EDINA, MN 11 •green node •pedestrian node •pedestrian/plaza connectivity NW Block SW Block NE Block SE Block •connectivity•engage and further activate Promenade•expand east/west connectivity•connectivity•connectivity •connectivity •connectivity•connectivity•pedestrian node Understanding the Vision of the Greater Southdale District Design Guidelines Aspirations from an Experience-Based Set of Guidelines • Instill a Grid of Walkable blocks • Develop Human-Scaled Street Rooms • Neighborhood Connectivity through corridors that focus on activity • Organize around pedestrian-focused activity • Infrastructure that results in functioning civic spaces • Transportation is not car focused • Variety of Use and Architectural Design • Healthy Green Design • Expand the Park and Public Space PUD SUBMISSION | CITY OF EDINAENCLAVE MIXED-USE DEVELOPMENT AT FRANCE AVE, EDINA, MN 12 Supplemental Information Available for Q & A SUPPLEMENTAL INFORMATION AVAILABLE FOR Q & A • Metrics • Signage & Branding • NW Building Strategy • Improved Sanitary Sewer • Improved Storm Water Treatment • Affordable Housing • Site Sustainability • Restaurant Odor/ Smoke • Parking Strategy/ Ratios • Change Log – detailed version • Balance of various stakeholders, guidance, and opinions; vs ability to execute/ current market conditions • Project Schedule • Government Fees • Transparency & Materials • Floor plate sizes • Additional Images • Existing Site Conditions • Street Room Typologies • Shadow Studies • Fire Access • Service Access • Building Plans and Sections • Landscape & Planting Narrative & Diagrams PUD SUBMISSION | CITY OF EDINAENCLAVE MIXED-USE DEVELOPMENT AT FRANCE AVE, EDINA, MN 13 Thank You 7235 FRANCE R.T. DOC. NO. LOT 1 BLOCK 1 LOT 2 LOT 3 N89°48'06"E 770.66 S15°55'48"W 527.03S89°54'37"W 14.25 S89°54'37"W 610.00 S0°11'54"E 1.60N0°11'54"W 506.707235 FRANCE LEGEND R.T. DOC. NO. RESOLUTION NO. 2024-40 APPROVAL OF A PRELIMINARY REZONING, OVERALL DEVELOPMENT PLAN, PRELIMINARY SITE PLAN, VARIANCES AND SUBDIVISION FOR 7235 FRANCE AVENUE BE IT RESOLVED by the City Council of the City of Edina, Minnesota, as follows: Section 1. BACKGROUND. 1.00 Enclave Companies are proposing to redevelop the Macy’s Furniture store site at 7235 France Avenue. The proposal is to tear down the existing 89,782 square foot structure and build the following: Southwest Parcel. An 11-story (155-foot tall) mixed use building containing 47,236 square feet of office, 49 senior condominiums, 9,549 square feet of retail/restaurant and a 280-stall parking garage. Northwest Parcel. A 7-story (85-foot tall) mixed use building containing 20,825 square feet of office/lobby/conference, 124 apartment units and 7,594 square feet of retail, and a 318-stall parking garage. Northeast Parcel. A 7-story (82-foot tall) apartment with 223 units and a 346-stall parking garage. Southeast Parcel. A 7-story (82-foot tall) apartment with 176 units and 4,141 square feet of retail/restaurant and a 380-stall parking garage. 1.01 The applicant proposes to include affordable housing units within the project to meet the City’s affordable housing policy. Ten percent (10%) of the rental units would be available to those at 50% AMI (53 units) and ten percent (10%) of the for-sale condos would be available to those persons at 80% AMI (5 units). 1.02 The applicant intends to meet the City’s Sustainable Buildings Policy. (See page 9 of the applicant narrative. Also, 45% of the project would be dedicated as public realm; this would include areas on all sides of all four buildings. 1.03 The property is legally described as follows: Lot 3, Block 7, Yorktown, Hennepin County, Minn. 1.04 To accommodate the request, the following is requested: Preliminary Rezoning from PCD-3 to PUD-25, which would include an overall development plan. The PUD would ensure that affordable housing is included within the project, that the Sustainable Buildings Policy is met, and land is dedicated for public use. In return, the applicant is requesting flexibility to the underlying PCD-3 standards including building RESOLUTION NO. 2024-40 Page 2 height, building material, building transparency, first floor ceiling height, building setbacks, building setback from single-family homes, floor area ratio and building coverage. Preliminary Site Plan and Subdivision/Preliminary Plat. 1.05 On May 22, 2024, the Planning Commission held a public hearing and recommended approval of the requests. Vote: 5 Ayes and 1 Nay. 1.06 On June 4, 2024, the City Council held a public hearing and considered the requests. 1.07 On June 18, 2024, the City Council approved the requests. Section 2. FINDINGS 2.01 Approval of the Preliminary Rezoning from PCD-3, Planned Commercial District – 3 to PUD- 25, Planned Unit Development – 25, Overall Development Plan, Preliminary Site Plan and Subdivision at 7235 France Avenue. Approval is based on the following findings: 1. The proposed land uses and density are consistent with the Comprehensive Plan and the existing Zoning on the site. 2. The proposal meets the City’s criteria for PUD zoning. The PUD zoning would: a. Promote a more creative and efficient approach to land use within the City, while at the same time protecting and promoting the health, safety, comfort, aesthetics, economic viability, and general welfare of the City. c. Provide for variations to the strict application of the land use regulations in order to improve site design and operation, while at the same time incorporate design elements that exceed the City's standards to offset the effect of any variations. Desired design elements include sustainable design, greater utilization of new technologies in building design, special construction materials, landscaping, lighting, stormwater management, pedestrian oriented design, and podium height at a street. d. Project is of high quality of design and design compatible with surrounding land uses, including both existing and planned. e. Maintains the efficiency of public streets and utilities. f. Provides a mixture of land uses within the development. g. Project would meet the City’s affordable housing policy. 3. The PUD would ensure that the development proposed would be the only buildings that would be allowed on the site unless an amendment to the PUD is approved by City Council. 4. The PUD would ensure 10% of the units within the building would be for affordable housing. 5. The proposed project would meet the following goals and policies of the Comprehensive Plan: RESOLUTION NO. 2024-40 Page 3 a. The evolution of the Greater Southdale District into a more inclusive, functional, urban, active and livable mixed-use area, unified through an enhanced pedestrian- oriented public realm, harmoniously integrating new development with existing built and landscape context with compatible transitions to adjacent neighborhoods. b. Higher-intensity, compact development patterns, and clustered destinations to (1) achieve a high level of quality services and amenities, (2) make access by walking, wheelchair, transit, and bicycle more practical, (3) reduce the amount of driving needed to get to services, and (4) to encourage social interaction and healthy living c. 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. Evaluate current parking standards in order to encourage shared parking and minimize the visual impact of surface parking. iii. Landscaping is essential to screen parking areas, buffer adjacent residential uses and create a pedestrian-friendly environment along streets. d. 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. Focus on the public realm and pedestrian-scale experiences as the foundation for high quality and artful site and building design, highlighted human activity, and enhanced economic vibrancy. e. Encourage the creation of distinctive public and private spaces, including green streets, parks and plazas, highlighted gateways, and especially public gathering spaces, as a means of establishing an overall District identity. Enhance crossing of major streets at intervals reasonable to pedestrians. Enhance links between activity centers and transit in ways that expand the use of alternatives to cars. Anchor these links with green urban spaces. f. Require that all site spaces are well-considered, that no “leftover” spaces result from development, and that pedestrian experiences are considered first in the design of new introductions to the District g. Encourage successful mixed-use development. Promote well-balanced aggregations of “come to” and stay at” on each block, in each neighborhood, and within the District as a whole so that an active, linked and engaging public realm results. h. Create and maintain housing options that serve a diverse range of ages, household types, and economic situations. i. Multifamily. Multifamily developments are concentrated primarily along the main traffic arteries and are generally located toward the edges of the city, often in proximity to retail business establishments. Concentrations of multifamily developments are found along York Avenue, France Avenue, Vernon Avenue, Lincoln Drive, and Cahill Road. RESOLUTION NO. 2024-40 Page 4 j. “Mixed-use development allows for a savings in time and convenience for residents who choose to live in closer proximity to where they work and shop. Community interest is served by this type of development, as the city is able to integrate additional residences and businesses more efficiently within existing city infrastructure. Pedestrian amenities and proximity of uses encourage more trips to be made by foot or bike, reducing the increase of congestion that can otherwise result from conventional development of separated land uses.” k. “Building Placement and Design. Where appropriate, building facades should form a consistent street wall that helps to define the street and enhance the pedestrian environment. On existing auto-oriented development sites, encourage placement of liner buildings close to the street to encourage pedestrian movement. • Locate prominent buildings to visually define corners and screen parking lots. • Locate building entries and storefronts to face the primary street, in addition to any entries oriented towards parking areas. l. “Support the development of mixed-use districts that provide a variety of living opportunities within a walkable and livable area.” 6. The existing roadways and parking would support the project. WSB 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 proposed height of eleven stories is reasonable for this site. To provide affordable housing within this project, the additional height is needed to create more market rate units to help absorb the cost of the affordable housing units and to build the building to meet the City’s sustainability policy. 8. The proposed uses and site plan would be an upgrade to the current development on the site. 9. In exchange for flexibility from conventional zoning the community benefits the City would achieve through the PUD with this project include: a. Fifty-eight (58) affordable housing units, five (5) owner-occupied. b. Structures that meet the City’s sustainable buildings policy. c. Forty-five percent (45%) of the project land area dedicated for public use. d. Significant pedestrian connections through the site. e. Enhanced landscaping. f. Ability for a future safe pedestrian and bike connection over or under France Avenue. 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 PCD-3, Planned Commercial District – 3 to PUD-25, RESOLUTION NO. 2024-40 Page 5 Planned Unit Development – 25, Overall Development Plan, Preliminary Site Plan and Subdivision at 7235 France Avenue. Approval is subject to the following conditions: 1. The Final Development Plans must be generally consistent with the Preliminary Development Plans dated April 26, 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. The Final Lighting Plan must meet all minimum requirements per Section 36-1260 of the City Code. 4. Roof-top mechanical equipment shall be screened per Section 36-1459 of the City Code. 5. Submit a copy of the Minnehaha Creek Watershed District permit. The City may require revisions to the approved plans to meet the district’s requirements. 6. A Developer’s Agreement/Site Improvement Plan Agreement is required at the time of Final Approval. 7. The project must conform to the City’s affordable housing policy. The project shall provide 10% of the rental units (53 units) within the building for affordable housing for persons/families earning 50% the area median income (AMI) for the Twin Cities, and 10% of the for-sale condos for families/persons earning 80% of the area median income (AMI) for the Twin Cities. 8. Subject to the Zoning Ordinance Amendment approving the PUD, Planned Unit Development for this site. 9. Dedication of public access easements on all sidewalks, drive lanes, and public areas on all four sides of each building. 10. Park dedication fee in the amount of $2,860,000.00 shall be due prior to issuance of the building permits. 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. Maintenance of sidewalks and public space shall be responsibility of property owner. 14. Provision of code compliant bike racks near building entrances and within the parking areas would be required at the time of permitting. RESOLUTION NO. 2024-40 Page 6 15. Compliance with the City’s tree preservation ordinance. 16. Compliance with all the conditions outlined in the director of engineering’s memo dated May 16, 2024. 17. Compliance with the WSB Consulting Traffic & Parking Study recommendations. 18. Compliance with all the recommendation outlined from the parks and recreation department memo/email dated May 1, 2024. 19. Compliance with the conditions outlined in the fire marshal and building official’s memo dated May 16, 2024. 20. Compliance with City’s affordable housing policy and sustainable buildings policy. RESOLUTION NO. 2024-40 Page 7 Adopted by the City Council of the City of Edina, Minnesota, on June 18, 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 June 18, 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. 2024-40 DENIAL OF A PRELIMINARY REZONING, OVERALL DEVELOPMENT PLAN, PRELIMINARY SITE PLAN, VARIANCES AND SUBDIVISION FOR 7235 FRANCE AVENUE BE IT RESOLVED by the City Council of the City of Edina, Minnesota, as follows: Section 1. BACKGROUND. 1.00 Enclave Companies are proposing to redevelop the Macy’s Furniture store site at 7235 France Avenue. The proposal is to tear down the existing 89,782 square foot structure and build the following: Southwest Parcel. An 11-story (155-foot tall) mixed use building containing 47,236 square feet of office, 49 senior condominiums, 9,549 square feet of retail/restaurant and a 280-stall parking garage. Northwest Parcel. A 7-story (85-foot tall) mixed use building containing 20,825 square feet of office/lobby/conference, 124 apartment units and 7,594 square feet of retail, and a 318-stall parking garage. Northeast Parcel. A 7-story (82-foot tall) apartment with 223 units and a 346-stall parking garage. Southeast Parcel. A 7-story (82-foot tall) apartment with 176 units and 4,141 square feet of retail/restaurant and a 380-stall parking garage. 1.01 The applicant proposes to include affordable housing units within the project to meet the City’s affordable housing policy. Ten percent (10%) of the rental units would be available to those at 50% AMI (53 units) and ten percent (10%) of the for-sale condos would be available to those persons at 80% AMI (5 units). 1.02 The applicant intends to meet the City’s Sustainable Buildings Policy. (See page 9 of the applicant narrative. Also, 45% of the project would be dedicated as public realm; this would include areas on all sides of all four buildings. 1.03 The property is legally described as follows: Lot 3, Block 7, Yorktown, Hennepin County, Minn. 1.04 To accommodate the request, the following is requested: Preliminary Rezoning from PCD-3 to PUD-25, which would include an overall development plan. The PUD would ensure that affordable housing is included within the project, that the Sustainable Buildings Policy is met, and land is dedicated for public use. In return, the applicant is requesting flexibility to the underlying PCD-3 standards including building RESOLUTION NO. 2024-40 Page 2 height, building material, building transparency, first floor ceiling height, building setbacks, building setback from single-family homes, floor area ratio and building coverage. Preliminary Site Plan and Subdivision/Preliminary Plat. 1.05 On May 22, 2024, the Planning Commission held a public hearing and recommended approval of the requests. Vote: 5 Ayes and 1 Nay. 1.06 On June 4, 2024, the City Council held a public hearing and considered the requests. 1.07 On June 18, 2024, the City Council denied the requests. Section 2. FINDINGS 2.01 Denial of the Preliminary Rezoning from PCD-3, Planned Commercial District – 3 to PUD-25, Planned Unit Development – 25, Overall Development Plan, Preliminary Site Plan and Subdivision at 7235 France Avenue. Denial is based on the following findings: 1. The proposed height and density are not reasonable for the site to justify a PUD. The maximum height for the property is eight stories and 96 feet. The proposed buildings are up to 3 stories and over 50 feet taller than allowed by Zoning Ordinance. 2. The proposal does not meet the City’s criteria for PUD zoning. The requested flexibility from the underlying City Code provisions are too much in this instance to justify a PUD. 3. The flexibility requested through the PUD regarding building material, building height, building coverage, floor area ratio, density, and setbacks are not reasonable for this site. The proposal does not meet the purpose and intent of a PUD is to include most or all of the following: a. provide for the establishment of PUD (planned unit development) zoning districts in appropriate settings and situations to create or maintain a development pattern that is consistent with the City's Comprehensive Plan; b. promote a more creative and efficient approach to land use within the City, while at the same time protecting and promoting the health, safety, comfort, aesthetics, economic viability, and general welfare of the City; c. provide for variations to the strict application of the land use regulations in order to improve site design and operation, while at the same time incorporate design elements that exceed the City's standards to offset the effect of any variations. Desired design elements may include: sustainable design, greater utilization of new technologies in building design, special construction materials, landscaping, lighting, stormwater management, pedestrian oriented design, and podium height at a street or transition to residential neighborhoods, parks or other sensitive uses; d. ensure high quality of design and design compatible with surrounding land uses, including both existing and planned; e. maintain or improve the efficiency of public streets and utilities; RESOLUTION NO. 2024-40 Page 3 f. preserve and enhance site characteristics including natural features, wetland protection, trees, open space, scenic views, and screening; g. allow for mixing of land uses within a development; h. encourage a variety of housing types including affordable housing; and i. ensure the establishment of appropriate transitions between differing land uses. 3. The proposed plan has not adequately addressed the Greater Southdale District Design Experience Guidelines. 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 PCD-3, Planned Commercial District – 3 to PUD-25, Planned Unit Development – 25, Overall Development Plan, Preliminary Site Plan and Subdivision at 7235 France Avenue. RESOLUTION NO. 2024-40 Page 4 Adopted by the City Council of the City of Edina, Minnesota, on June 18, 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 June 18, 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 Enclave Mixed-Use Development at France Ave Preliminary PUD & Plat Submission | City of Edina EDINA, MINNESOTA ESG Architecture & Design 500 Washington Avenue South, Suite 1080, Minneapolis, MN 55415 Presentation Outline PUD SUBMISSION | CITY OF EDINAENCLAVE MIXED-USE DEVELOPMENT AT FRANCE AVE, EDINA, MN 2 Feedback Received To-Date / Informed PUD Request Architect 3D Presentation Supplemental Information for Q & A PUD SUBMISSION | CITY OF EDINAENCLAVE MIXED-USE DEVELOPMENT AT FRANCE AVE, EDINA, MN 3DeveloperArchitectCivil/Pub. Realm Feedback / Guidance - 2022 to 2024 • Neighborhood meetings/ neighboring property owners • France Ave Business Alliance • Edina Chamber of Commerce • Planning Commission • City Council • Housing & Redevelopment Authority (HRA) • Breakout meetings with various city departments/ staff (examples: fire, parks, ED, CD, engineering, etc.) • Three Rivers Park District • Nine Mile Creek Watershed District • Hennepin County • France Ave Pedestrian Crossing Public Engagement Process • EAW Process (TIS) • City Land Use Guidance: Greater Southdale District Guidelines, Comprehensive Plan PUD SUBMISSION | CITY OF EDINAENCLAVE MIXED-USE DEVELOPMENT AT FRANCE AVE, EDINA, MN 4 Site layout / buildings adjusted to accommodate various potential future France Ave Public Crossing Strategies Revised Proposal - Based on Feedback 1 NW - Mixed Use SW - Mixed Use France AveEdina PromenadeSE - Residential NE - Residential 9-Mile Creek Trail PUD SUBMISSION | CITY OF EDINAENCLAVE MIXED-USE DEVELOPMENT AT FRANCE AVE, EDINA, MN 5 Expansion of public realm across entire site (generally increased setbacks; promenade example: 71 France 15’, Bower 20’, Bank Forward 15’, Pinstripes 0’; France Ave 50’, south side 9-mile creek trail green corridor, mid-block 60-corridor. Revised Proposal - Based on Feedback 2 NW - Mixed Use SW - Mixed Use France AveEdina PromenadeSE - Residential NE - Residential PUD SUBMISSION | CITY OF EDINAENCLAVE MIXED-USE DEVELOPMENT AT FRANCE AVE, EDINA, MN 6 E-W Center Public Plaza: Redesigned to look/ feel like an extension of the Centennial Promenade & to include intense pedestrian level interaction (green/ trees, curves, most intense pedestrian level uses/ entrances, updated below ground parking strategy, orientation of east two apartment buildings for sunlight) Revised Proposal - Based on Feedback 3 NW - Mixed Use SW - Mixed Use France AveEdina PromenadeSE - Residential NE - Residential PUD SUBMISSION | CITY OF EDINAENCLAVE MIXED-USE DEVELOPMENT AT FRANCE AVE, EDINA, MN 7 Centennial Promenade Engagement (public parking, public dog park, restaurant, new major connections, placemaking signage) Revised Proposal - Based on Feedback 4 NW - Mixed Use SW - Mixed Use France AveEdina PromenadeSE - Residential NE - Residential PUD SUBMISSION | CITY OF EDINAENCLAVE MIXED-USE DEVELOPMENT AT FRANCE AVE, EDINA, MN 8 Green Walls, Convertible Parking & Art (south side of south buildings targeted, 1st floor parking realistic for conversions) Revised Proposal - Based on Feedback 5 NW - Mixed Use SW - Mixed Use France AveEdina PromenadeSE - Residential NE - Residential PUD SUBMISSION | CITY OF EDINAENCLAVE MIXED-USE DEVELOPMENT AT FRANCE AVE, EDINA, MN 9 (1) Internal Pedestrian Crossing Enhancements, (2) Parallel Parking Programming & Pavement Color, (3) Clarity Regarding Bike Access/ ADA Access to Potential Future France Ave Ped Crossing, (4) Architectural Adjustments to SE Corner of SE Bldg Notes from Developer Resulting from Planning Commission Meeting 6 NW - Mixed Use SW - Mixed Use France AveEdina PromenadeSE - Residential NE - Residential 2 1 3 4 SE Building - NEW SE Building - OLD PUD SUBMISSION | CITY OF EDINAENCLAVE MIXED-USE DEVELOPMENT AT FRANCE AVE, EDINA, MN 10 Design Overview NW - Mixed Use SW - Mixed Use France AveEdina PromenadeNE - Residential SE - Residential 11 N PUD SUBMISSION | CITY OF EDINAENCLAVE MIXED-USE DEVELOPMENT AT FRANCE AVE, EDINA, MN • Instill a Grid of Walkable blocks • Develop Human-Scaled Street Rooms • Focus on the Pedestrian• Make streets more about people, less about vehicles • Remove surface parking • Expand the Park and Public Space • Promenade visibility from France Ave • Establish a future ped connection across France Ave • Adding publicly available amenities along the Promenade Applying the Vision of the Greater Southdale District Design Guidelines •green node •pedestrian node •pedestrian/plaza connectivity NW Block SW Block NE Block SE Block •connectivity•engage and further activate Promenade•expand east/west connectivity•connectivity•connectivity •connectivity •connectivity•connectivity•pedestrian node 12 N PUD SUBMISSION | CITY OF EDINAENCLAVE MIXED-USE DEVELOPMENT AT FRANCE AVE, EDINA, MN NW - Mixed Use SW - Mixed Use France AveEdina PromenadeNE - Residential SE - Residential PUD SUBMISSION | CITY OF EDINAENCLAVE MIXED-USE DEVELOPMENT AT FRANCE AVE, EDINA, MN 13 Thank You EdinaMN.gov Preliminary Rezoning, Overall Development Plan, Site Plan and Subdivision 7235 France Avenue Site EdinaMN.gov3 Site 4 Site EdinaMN.gov5 2023 SKETCH PLAN EdinaMN.gov 6 2024 SKETCH PLAN Revisions from Sketch Plan Increased building setbacks. East side from the Promenade increased from 15 to 35 feet. The south side setbacks increased from 50-100 feet to 50 to 130 feet. Added a restaurant adjacent to the Promenade in the SE building. Widened the 9-mile Creek Trail along the south lot line from 10 feet to 15 feet. (Subject formal approval from the watershed district.) Shifted the 11-story building from the NW lot to the SW lot. The height still does not meet the setback requirement from R-1 zoned property. The above ground garage in the NW building has been reduced from 4 levels to 1 level. “Green” coverage has been added on building walls. Public Art has been added. Plans now can accommodate either an underpass or bridge across France Avenue. Enhanced and increased landscaping and green space. Project will meet the City’s sustainable buildings policy. 5% of the parking stalls will have EV charging stations; 10% will include electrical conduit for 10% of the stalls to have EV charging stations. Rooftop solar panels will be installed on the two eastern buildings. Affordable housing (10% of the units) will be included within the project, including 10% of the condominiums. Reduced the amount of office space and increased the retail and housing. This Request Requires: Preliminary Rezoning from PCD-3 to PUD-25, which would include an overall development plan. The PUD would ensure that affordable housing is included within the project, that the Sustainable Buildings Policy is met, and land is dedicated for public use. In return, the applicant is requesting flexibility to the underlying PCD-3 standards including building height, building material, building transparency, first floor ceiling height, building setbacks, building setback from single-family homes, floor area ratio and building coverage. Preliminary Site Plan and Subdivision/Preliminary Plat. Review of Site Plan: City Standard (PCD-3) (Setback measured from the front building line to the curb) PUD-20 (70th & France)Proposed (Setback measured from the front building line to the curb) Building Setbacks Front – France Avenue Side – North Side – South Rear – Promenade Setback to R-1 Property 50 feet 50 feet or building height (85’ NW) & 82 feet NE) 50 feet or building height (155’ SW) & 82 feet SE) 50 feet or building height (82 feet) 7-story building – 328 feet 11 story building – 930 feet 40 feet – US Bank 18-28 feet 10-35 feet NA 50 feet 36 feet (NW building)* 20 feet (NE building)* 131 feet (SW building)* 49 feet (SE building)* 34 feet (NE building)* 35 feet (SE building)* 685 feet 798 feet* Building Height 8 stories & 96 feet 24 stories 7-11 stories and 155 feet* Density Up to 150 units per acre (mixed use)67 units per acre 572 total units = 72 units per acre Floor Area Ratio (FAR) .50%2.1%2.2%* Parking Office – 68,061 s.f. = 234 spaces Retail/Restaurant – 21,281 s.f. = 164 spaces Residential – 572 units = 719 enclosed spaces 1,117 spaces total required 1,324 spaces total proposed First Floor Building Height 20 feet 15 feet 15 feet* Transparency at Ground Level 75%75%60%* (excluding parking structures) 20’ 34’ 36’ 40’ 60’ 50’ 60’ 65’ 49’ 131’ Setback to Promenade Pathway Proposed Setbacks Primary Issue • Is the proposal reasonable to justify PUD rezoning for this site? Staff has provided the Council with alternatives to consider for approval and denial of the request. An argument can be made for and against the proposed development. The City has complete discretion to approve or deny. Primary Issue Yes. Staff and the Planning Commission support the PUD rezoning, and believes the PUD criteria is met for the following reasons: 1. The project meets the over-arching objective of the Southdale District Plan to “maximize pedestrian activity throughout the District, with the public realm as the connective tissue that gives the District its unique identity and sets the stage for a remarkable daily experience for those who live, work, play within the Greater Southdale District.” The PUD rezoning tool that was envisioned to achieve this strategy for the District. The project follows several key goals of the Greater Southdale Design Experience Guidelines, most notably: Dividing the 8-acre parcel into 4 parcels with public realm dedicated on all sides of each building which enables pedestrians, bicycles, and vehicles to move through the site. The public realm area totals 45% of the entire parcel. There are no surface parking lots and liner buildings screen structured parking. Primary Issue 2. The proposed project would meet the City’s sustainable buildings policy, which would require the building to exceed typical building code requirements. (See page 9 in the applicant’s narrative) Including 5% of the parking stalls including EV charging stations with the possibility of expanding another 10%; and rooftop solar systems on two easterly buildings. 3. The project would provide 58 affordable housing units, including 5 that would be owner occupied. These units would help the City of Edina achieve its goal with the Met Council of creating 1,804 units by the year 2030. Primary Issue 4. In exchange for flexibility from conventional zoning the community benefits the City would achieve through the PUD with this project include: a. Fifty-eight (58) affordable housing units, five (5) owner-occupied. b. Structures that meet the City’s sustainable buildings policy. c. Forty-five percent (45%) of the project land area dedicated for public use. d. Significant pedestrian connections through the site. e. Enhanced landscaping. f. Ability for a future safe pedestrian and bike connection over or under France Avenue. Staff Recommendation Close the in-person public hearing, keep public input open until Sunday, June 9, and continue action to the June 18, 2024, City Council meeting. Date: June 4, 2024 Agenda Item #: IX.A. To:Mayor and City Council Item Type: Report / Recommendation From:Sharon Allison, City Clerk Item Activity: Subject:Resolution No. 2024-42: Accepting Donations Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Resolution No. 2024-42 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. 2024-42: Accepting Donations RESOLUTION NO. 2024-42 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. Parks & Recreation Kari Molhoek $3,200.00 Memorial Bench at Pamela Park Betsy Schneider $3,200.00 Memorial Bench at Walnut Ridge Park Centennial Lakes Park Dennis Schulstad $10,000.00 Centennial Lakes Park landscaping, flowers and Maintenance Annette Viens & Mick Elder $3,200.00 Memorial Bench at Centennial Lakes Park Dated: June 4, 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 June 4, 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: June 4, 2024 Agenda Item #: IX.B. To:Mayor and City Council Item Type: Report / Recommendation From:Cary Teague, Community Development Director Item Activity: Subject:Resolution No. 2024-41: Extension of the Final Site Plan Approval for Lots 1-3, Block 1 AMN Addition (for 7001 France, 3601 and 3625 70th Street) Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Adopt Resolution No. 2024-41 extending the Final Site Plan approval for 7001 France, 3601 and 3625 70th Street for one year. INTRODUCTION: The applicant has been unable to secure financing for the construction of the approved re-development project at 7001 France, 3601 and 3625 70th Street; therefore, is requesting a one-year extension of the approved Final Site Plans. The existing building has been removed on the site and the property has been subdivided. ATTACHMENTS: Description Resolution No. 2024-41 Applicant Extension Request Resolution No. 2022-53 (Approval Resolution) Approved Final Plans Residential Tower (Site A) Approved Final Plans Mixed Use Office (Site B) Approved Final Plans Parking Ramp (Site C) RESOLUTION NO. 2024-41 EXTENSION OF THE FINAL SITE PLAN APPROVAL FOR 7001 FRANCE, 3601 AND 3625 70TH STREET FOR ONE YEAR BE IT RESOLVED by the City Council of the City of Edina, Minnesota, as follows: Section 1. BACKGROUND. 1.00 On June 21, 2022, the City Council approved Final Site Plan for Lots 1-3, Block 1, AMN Addition. (7001 France, 3601 and 3625 70th Street.) 1.01 Per Sec. 36-132 of City Code, if a building permit has not been obtained, and if erection or alteration of a building, as described in the application for site plan, has not begun within two years after site plan approval, the approval shall be null and void unless a petition for extension of time in which to commence the proposed work or improvements has been granted. 1.02 A petition for extension shall be made in writing and filed with the city clerk within such two- year period. The petition shall state reasons showing why a building permit has not been obtained, or why erection or alterations have not commenced, and shall state the additional time requested to begin the proposed work or improvement. The petition shall be presented to the council for hearing and decision in the same manner as then required for an original application. 1.03 Final site plan was approved on a consent agenda by the City Council on June 21, 2022. No public hearing was held at that time. The public hearing was held for Preliminary approvals by both the Planning Commission and City Council. 1.04 The City Council may grant an extension of up to one year upon finding that: (1) There is a reasonable expectation that the proposed work or improvement will commence during the extension; and (2) The facts which were the basis for approving the final development plan have not materially changed. No more than one extension shall be granted. Section 2. FINDINGS 2.00 Events outside the Developer's control have occurred that have negatively impacted its ability to secure financing for the project, namely the lack of available debt and equity options due to the negative conditions in the real estate capital markets. RESOLUTION NO. 2024-41 Page 2 2.01 The developer attests that it is working toward a solution to allow the Project to move forward. 2.02 The applicant intends to begin construction within the next year, therefore, there is a reasonable expectation that the proposed project will commence during the extension. 2.03 The facts and findings which were the basis for approving the final development plan per Resolution No. 2022-53 have not materially changed. Section 3. APPROVAL NOW THEREFORE, it is hereby resolved by the City Council of the City of Edina, approves a one-year extension of the Final Site Plan for Lots 1-3, Block 1, AMN Addition. (7001 France, 3601 and 3625 70th Street.) Approval is subject to the following condition: 1. All conditions outlined in Resolution No. 2022-53 must be met. Adopted by the City Council of the City of Edina, Minnesota, on June 4, 2024. Attest:_________________________ ______________________________ Sharon Allison, City Clerk James B. Hovland, Mayor STATE OF MINNESOTA ) COUNTY OF HENNEPIN )SS CITY OF EDINA ) RESOLUTION NO. 2024-41 Page 3 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 June 4, 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 Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 5/17/2022 9:46:46 AMT1 TITLE SHEET 220535 ESG ESG 02/03/20 70th & France Residential 70th & France Residential 7001 W 70th St Edina, MN 55435 SITE PLAN REVIEW 5/13/2022 DRAWING INDEX 70th & FRANCE RESIDENTIAL PROJECT TEAMPROJECT LOCATION Site OWNER/DEVELOPER: ARCHITECT: CONTRACTOR: CIVIL ENGINEER: LANDSCAPE ARCHITECT: STRUCTURAL ENGINEER: Vicinity Mortenson Development, Inc 700 Meadow Lane North Minneapolis, MN 55422 Lincoln Properties? Elness Swenson Graham Architects Inc. 500 Washington Ave. South, Suite 1080 Minneapolis, MN 55415 Ph: 612-339-5508 Fx: 612-339-5382 Mortenson Construction 700 Meadw Lane North Minneapolis, MN 55422 Ph: 612-339-5508 Westwood Engineering 12701 Whitewater Dr #300 Minnetonka, MN 55343 Ph: 952-937-5150 Confluence 530 N 3rd Street, Stuie 120 Minneapolis, MN 55401 Ph: 612-333-3702 T.B.D. No. Description Date DRAWING INDEX - ENTITLEMENT SHEET NUMBER SHEET NAME SITE PLAN REVIEW - 5/13/2022---ARCHITECTURAL A0.1 EXISTING SITE IMAGES ● A0.2 SITE PLAN ● A1 FLOOR PLAN - LEVEL 1 ● A1.5 FLOOR PLAN - LEVEL 0.5 / P1 ● A2 FLOOR PLAN - LEVEL 2 ● A3 FLOOR PLAN - LEVEL 3 ● A4 FLOOR PLAN - LEVEL 4 ● A5 FLOOR PLAN - LEVEL 5 ● A6 FLOOR PLAN - LEVEL 6, 7, 8-21 (TYP) ● A7 FLOOR PLAN - LEVEL 22-24 ● A10 ELEVATIONS - NORTH & EAST ● A11 ELEVATIONS - SOUTH & WEST ● A12 EXTERIOR MATERIALS ● A13 DESIGN PERSPECTIVES ● DRAWING INDEX - ENTITLEMENT SHEET NUMBER SHEET NAME SITE PLAN REVIEW - 5/13/2022---GENERAL INFORMATION T1 TITLE SHEET ● CIVIL C100 EXISTING CONDITIONS AND REMOVALS PLAN ● C101 SITE PLAN OVERLAY ● C200 SITE PROJECT AREA PLAN ● C201 SITE PLAN ● C300 GRADING PLAN ● C301 EROSION CONTROL PLAN ● C400 SANITARY AND WATERMAIN PLAN ● C401 STORM SEWER PLAN ● C500 CITY DETAILS ● C501 DETAILS ● LANDSCAPE L1.0 LANDSCAPE SITE PLAN ● L2.0 LANDSCAPE PLANTING PLAN ● L5.0 LANDSCAPE DETAILS ● BUILDING METRICS 7001 W 70th St, Edina MN 55435 FRANCE AVENUE70TH ST W 71ST ST W GASGASGASGASGASGASGASGASGAS GAS GAS PUG PUG PUGPUG PUG PUG PUG PUG PUGFOFOFOFOFOFOFOFOFOFOFOFO FO FO FOFOFO FO FOPUGPUGPUGPUG WAT WA T WAT PUG PUG PUG PUG PUG PUGPUGPUGPUGPUGPUGPUGGAS GAS GASGASGASCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOTUG TUGPUGPUG PUGPUGPUGPUG PUG PUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUG PUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVXXXGAS GAS GAS FO FOFOFOFOFOFOFOFOFOFOFO PUGPUGPUGXXX PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUG26.3CANOPYFFE=872.10FFE=860.05FFE=870.03CANOPYLANDSCAPEEDGE STEPS W/HANDRAILMONUMENTSIGNFFE=860.44BRICKRETAINING WALL CONCRETE RETAINING WALLSTONERETAININGWALL72.711.3 12.022.0 6.140.0 6.097.7 6.33.0 100.13.5 16.23.5 5.925.3 2.116.0 22.424.0 22.432.0 2.013.7131.63.116.35.372.065.844.366.656.211.3 27.34.68.64.58.68.327.2 SAN8.3 EXISTING BRICKBUILDING7001 France Avenue,Edina, MinnesotaBuilding Footprint=24,682 Sq. Ft.STORM GRATEWOOD STEPSFND.TPOSTBLDG. HT.=29.4 FT.TRASHENCLOSURESTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STO STO STOSTOSTOSTOSTOSTOSTOSTO ST OSTOSTOSTOSTOSTOSTO STOSTOSTOSTO STOSANSANSANSANSANSANSANSANSANSANSANSANSAN EXISTING BUILDINGTRASHENCLOSURE20.00STOSANSTO STO WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATISLANDSPEDRAMPPED RAMPPED RAMPBITUMINOUS SURFACE BENCH 70.00FRANCE AVENUE SOUTH COUNTY ROAD NO. 17 WEST 70TH STREET110N. LINE OF SEC. 32, TWP. 28, RGE. 24NW CORNER OF SEC. 32,TWP. 28, RGE. 24110W. LINE OF SEC. 32, TWP. 28, RGE. 24 70.008882010 20 10 UTILITY EASEMENT PER THE PLATOF YORKTOWN DOC. NO.1033725 (ITEM NO. 11)22822TELECOMMUNICATIONS EASEMENTPER DOC. NO. 983149 (ITEM NO. 12)SANITARY SEWER EASEMENTPER DOC. NO. (ITEM NO. 11)1520 15SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY)PER DOC. NO. 1033728 (ITEM NO. 14)SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY) PERDOC. NO. 1033728 (ITEM NO. 14)1010PUBLIC ROAD EASEMENT IN PER DOC.NO. 1036934 (ITEM NO. 15)STREET RIGHT OF WAY DEDICATED IN THE PLAT OFYORKTOWN DOC. NO. 1033725 (ITEM NO. 16)40 40 HIGHWAY EASEMENT PER DOC. NO.2189613 (ITEM NOS. 15 & 16)HIGHWAY EASEMENT PER DOC.NO. 2189613 (ITEM NOS. 15 & 16)PUBLIC STREET, DRAINAGE & UTILITYEASEMENT PER DOC. NO. T4859947(ITEM NO. 16)SIDEWALK & UTILITY EASEMENT PERDOC. NOS. T05067233 &T05132844(ITEM NO. 17)SIDEWALK & UTILITY EASEMENTPER DOC. NOS. T05067233 &T05132844 (ITEM NO. 17)TELECOMMUNICATIONSEASEMENT PER DOC. NO.983149 (ITEM NO. 12)11 SPACES 28.27N44°49'18"E 2 HANDICAP SPACES 21 SPACES 10 SPACES 23 SPACES 23 SPACES 22 SPACES 16 SPACES 18 SPACES 9 SPACES 4 HANDICAP SPACES 2 SPACES 5 SPACES 12 SPACES 12 SPACES 15 SPACESBACK OF CURB IS 0.4 S.OF PROPERTY LINEBACK OF CURB IS0.1 S. AND 0.7 E.OF PROPERTY LINEBACK OF CURB IS 0.8 E. OF PROPERTY LINE BACK OF CURB ONPROPERTY LINE 100.9583.42 BACK OF CURB IS 2.9SE OF PROPERTY LINEBACK OF CURB 0.2 E. OFPROPERTY LINE N89°50'44"E 505.00S00°11'54"E 496.57S89°48'06"W 524.96N00°12'08"W 476.97 EEEEEEEEEEEACACMGGGGTSTSTSTSTSTSTSTSTSTSTSTSTSTTVTVHHTTVAULT-SUMP PUMPLIFT STATION (LOCKED)TTRIM=857.7INV(NE)=856.6INV(S)=856.5STOSTOSTOSTORIM=871.0FULL OFDEBRISRIM=870.6INV(E)=866.4INV(NE)-866.3RIM=871.6INV(E)=865.1INV(W)=864.9INV(S)=866.1RIM=869.1INV(E)=864.5RIM=868.3INV(N/E)=864.3INV(W)=863.6RIM=866.7INV(N)=862.7INV(S)=863.0INV(E/W)=862.6RIM=866.5INV(N)=862.6INV(E)=862.5INV(W)=861.7RIM=871.5INV(E)=867.215"RCPRIM=867.5INV=863.2RIM=857.1INV=856.6RIM=857.2INV=856.7RIM=868.4INV=857.9RIM = 862.97IE = 855.15 (CITY AS-BUILT)RIM=859.4INV=856.7SGREY WATERRIM=864.3INV=857.8RIM=860.0INV=858.1RIM=866.8INV(E)=859.4INV(W)=859.1RIM=862.9INV=860.112" RCPRIM=862.8INV(NE)=859.0INV(E/S)=857.5RIM=862.8INV(N)=857.2INV(E)=859.2INV(SE)=857.5INV(SW)=856.3RIM=866.3INV=859.6RIM=865.4INV=860.1RIM=865.9INV=860.5RIM=864.9INV=860.3RIM=866.2INV=863.3RIM=869.5FULLOFWATERRIM=871.1INV=868.015" CLAYRIM=863.4FULL OF ICE & DEBRISRIM=863.1INV(NE)=859.6INV(W)=859.1RIM=861.2INV=858.112" RCPRIM=861.8INV(E)=857.7INV(W)=858.2INV(S)=857.6RIM=862.1INV=857.912" RCPRIM=871.2INV=865.4RIM=871.1INV(N)=864.2INV(SW)=864.1RIM=871.3INV=861.6RIM=870.6INV=860.3RIM=862.5INV(N)=852.8INV(S)=852.6RIM=868.6INV(N)=858.4INV(W)=858.2SSANS15" RCP21" RCPS15" RCP 12" RCP21" RCP12" RCP21" RCP9" CLAY @ 0.8%24" RCP24" RCP24" RCP12" RCP15" CONC15" RCP12" RCP 15" RCP8"PVC 8" CLAY8" CAST IRON12" CLAY 8" CLAY10" CLAY 8" CLAY10" CLAY12"RCP ST-5ST-6ST-4ST-3ST-2ST-114" SPNMULTI-BIRCH16" ASH13" LCH14" SPNDEAD16" LCH10" SPN12" SPN18" SPN14" LCH18" SPN14" ASH14" SPN2" ASH16" SPN14" SPN14" SPN10" ASH10" ASH8" ASH14" ASH14" ASH20" ASH13" ASH17" ASH10" ASH13" ASH15" LCH12" ASH9" ASH12" ASH10" ASH15" ASH12" ASH 10" ASH15" ASH8" ASH8" ASH12" ASH15" ASH12" ASH7" ASH8" ASH12" ASH 6" ASH14" ASH4" SPC4" SPC5" SPC5" SPCMULTI-BIRCHMULTI-BIRCHGW: 853.5MULTI-BIRCHMULTI-CRB MULTI-CRB27" ASH2" OAK 15" LCH14" SPN12" SPN10" SPNST-10618" SPN16" SPN16" SPN12" LCH14" LCH14" LCH16" LCH20" LCH18" FRT4" ASH4" ASH4" ASH12" ASH 12" ASH 12" ASH 12" ASH GW: 852.7GW: 853.5GW: 857.5GW: 848.6GW: NOT OBSERVEDGW: NOT OBSERVEDST-101GW: 852.9ST-102GW: 853.5ST-103ST-104GW: 854.6ST-105GW: NOT OBSERVEDGW: 853.4ST-107GW: NOT OBSERVEDST-108GW: NOT OBSERVEDFRANCE AVENUE SOUTH COUNTY ROAD NO. 17 15" RCP18" RCP15" RCPSTOSTOSTO XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \\\\\ \\\\\\\\\************************XXXXXX\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\XXXXXXXXXXXXXXXXXXXXXXX\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\X\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \\\\\\\\\\\\ \\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\222222222\\\\\\\\\\\\233144444444455666666666666666778444SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0029211.10\DWG\CIVIL\0029211.10RM01.DWG EDINA, MN05/13/20227001 FRANCEEXISTING CONDITIONS AND REMOVALS PLAN 7001 FRANCEC100 .05/13/2022 DAVID T. BADE . . . 10/16/2020 4530 WEST 77TH STREET SUITE #365 EDINA, MN 55435 ORION/MORTENSON :HVWZRRG3URIHVVLRQDO6HUYLFHV,QFCommon Ground AllianceCall 48 Hours before digging:811 or call811.com### ### or ## 09/13/2021 01/26/2022 02/08/2022 05/06/2022 05/13/2022 PRELIMINARY DEVELOPMENT PLAN / PUD WATERSHED COMMENTS COUNTY SUBMITTAL CITY STORMWATER COMMENTS SITE PLAN REVIEWPROJECT NUMBER: 0029211.10PROPERTY LINE\\\\\\CURB & GUTTERSAW CUT PAVEMENTSANSANITARY SEWERWATWATER MAINSTOSTORM SEWERCONCRETEBITUMINOUSBUILDINGTREELIGHT POLETRAFFIC SIGNEXISTINGPROPOSEDSANWATSTOCONSTRUCTION BARRICADEWATHYDRANTWATGASGASGASPUGUNDERGROUND ELECTRICPUGTUGUNDERGROUND TELEPHONETUGPOHOVERHEAD ELECTRICPOHTOHOVERHEAD TELEPHONETOHFOTELEPHONE FIBER OPTICFOCTVCABLE TELEVISIONCTVRETAINING WALLFENCEXSOIL BORING LOCATIONSB-19TREE LINEXEXISTINGREMOVALS\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\REMOVAL LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIEDIMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.2.CONTRACTOR SHALL COORDINATE LIMITS OF REMOVALS WITH PROPOSED IMPROVEMENTSAND FIELD VERIFY CONDITION OF EXISTING APPURTENANCES TO REMAIN. CONTRACTORSHALL BE RESPONSIBLE FOR PROTECTING OR REPLACING MISCELLANEOUS ITEMS (SUCH ASFENCES, SIGNS, IRRIGATION HEADS, ETC.) THAT MAY BE DAMAGED BY CONSTRUCTION.3.CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES REQUIRED TOMAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE REMOVALS.4.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FORREMOVAL AND/OR RELOCATION OF EXISTING UTILITIES AFFECTED BY SITE DEVELOPMENT. ALLPERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR.REMOVAL NOTESSSX*XXXNOT FOR CONSTRUCTION0'30'60'90'1" = 30'1.SAW CUT LINE2.REMOVE BITUMINOUS3.EXISTING BITUMINOUS TO REMAIN4.REMOVE CONCRETE5.REMOVE EXISTING BUILDING6.REMOVE CURB7.REMOVE RETAINING WALL8.REMOVE MONUMENT SIGNREMOVAL KEYNOTES1TREES TO BE REMOVED: 72TREES TO REMAIN: 4TOTAL TREES: 76TREE REMOVAL QUANTITIES XXXXXX WEST 70TH STREETFRANCE AVENUE SOUTH COUNTY ROAD NO. 17 XXXSANSANSANSANSANSANFRANCE AVENUE SOUTH COUNTY ROAD NO. 17 WEST 70TH STREETMRIM=868.4INV=857.9S8" CLAY14" SPN14" ASH20" ASH13" ASH17" ASH12" ASH7" ASH 8" ASH12" ASH 4" SPC4" SPC5" SPC5" SPCMULTI-CRB27" ASHFRANCE AVENUE SOUTH COUNTY ROAD NO. 17 TXXXXXXX123488822822TELECOMMUNICATIONSEASEMENT PER DOC.NO. 983149SANITARY SEWEREASEMENT PER THEPLAT OF YORKTOWNDOC. NO. 103372510 10PUBLIC ROAD EASEMENTIN PER DOC. NO. 1036934 HIGHWAY EASEMENT PER DOC. NO. 2189613 HIGHWAY EASEMENTPER DOC. NO. 2189613SIDEWALK & UTILITYEASEMENT PER DOC. NOS.5067233 & 5132844 SIDEWALK & UTILITY EASEMENT PERDOC. NOS. 5067233 & 5132844TELECOMMUNICATIONSEASEMENT PER DOC.NO. 9831491 ( 1 ( 1 (250.06260.44250.62261.38244.47334.45162.12 7011070N. LINE OF SEC. 32, TWP. 28, RGE. 24NW CORNER OF SEC.32, TWP. 28, RGE. 24(NOT FOUND)W. LINE OF SEC. 32, TWP. 28, RGE. 24 N89°50'44"E 505.00S00°11'54"E 496.57S89°48'06"W 524.96N00°12'08"W 476.97 28.27N44°49'18"E110.001 ( BLOCK 1 TPOSTL=139.96R=93.00© 261.95251.56EXCEPTIONE X C E P T I O N 1 (1 :N. QUARTER CORNER OFSEC. 32, TWP. 28, RGE. 24(NOT FOUND)W. QUARTER CORNER OFSEC. 32, TWP. 28, RGE. 24(NOT FOUND)TELECOMMUNICATIONSEASEMENT PER DOC.NO. 9831496 :6 :44.411 (1 :72.2214.83260.5312.96261.95251.56198.87163.89 261.95251.56261.95251.56261.95251.56261.95251.56W. LINE OF LOT 1,BLOCK 1, YORTOWN SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0029211.10\DWG\CIVIL\0029211.10PP01.DWG EDINA, MN10/16/207001 FRANCESITE PLAN OVERLAY 7001 FRANCEC101 .05/13/2022 DAVID T. BADE . NHC BJY 10/16/20 4530 WEST 77TH STREET SUITE #365 EDINA, MN 55435 ORION/MORTENSONNOT FOR CONSTRUCTION:HVWZRRG3URIHVVLRQDO6HUYLFHV,QFCommon Ground AllianceCall 48 Hours before digging:811 or call811.com0'30'60'90'1" = 30'30' 6' or 3' 09/13/2021 01/26/2022 02/08/2022 05/06/2022 05/13/2022 PRELIMINARY DEVELOPMENT PLAN / PUD WATERSHED COMMENTS COUNTY SUBMITTAL CITY STORMWATER COMMENTS SITE PLAN REVIEWPROJECT NUMBER: 0029211.10 XXXFND.TPOST20.00FRANCE AVENUE SOUTH COUNTY ROAD NO. 17 WEST 70TH STREET8882010 20 10 UTILITY EASEMENT PER THE PLATOF YORKTOWN DOC. NO.1033725 (ITEM NO. 11)22822TELECOMMUNICATIONS EASEMENTPER DOC. NO. 983149 (ITEM NO. 12)SANITARY SEWER EASEMENTPER DOC. NO. (ITEM NO. 11)1520 15SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY)PER DOC. NO. 1033728 (ITEM NO. 14)SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY) PERDOC. NO. 1033728 (ITEM NO. 14)1010PUBLIC ROAD EASEMENT IN PER DOC.NO. 1036934 (ITEM NO. 15)STREET RIGHT OF WAY DEDICATED IN THE PLAT OFYORKTOWN DOC. NO. 1033725 (ITEM NO. 16)40 40 HIGHWAY EASEMENT PER DOC. NO.2189613 (ITEM NOS. 15 & 16)HIGHWAY EASEMENT PER DOC.NO. 2189613 (ITEM NOS. 15 & 16)PUBLIC STREET, DRAINAGE & UTILITYEASEMENT PER DOC. NO. T4859947(ITEM NO. 16)SIDEWALK & UTILITY EASEMENT PERDOC. NOS. T05067233 &T05132844(ITEM NO. 17)SIDEWALK & UTILITY EASEMENTPER DOC. NOS. T05067233 &T05132844 (ITEM NO. 17)TELECOMMUNICATIONSEASEMENT PER DOC. NO.983149 (ITEM NO. 12)ST-5ST-6ST-4ST-3ST-2ST-116" ASH13" LCH14" ASHGW: 853.5ST-106GW: 852.7GW: 853.5GW: 857.5GW: 848.6GW: NOT OBSERVEDGW: NOT OBSERVEDST-101GW: 852.9ST-102GW: 853.5ST-103ST-104GW: 854.6ST-105GW: NOT OBSERVEDGW: 853.4ST-107GW: NOT OBSERVEDST-108GW: NOT OBSERVEDFRANCE AVENUE SOUTH COUNTY ROAD NO. 17 COMMERCIAL/RETAIL SPACEFOOTPRINT = 44,300 SFFFE (TENANT A) = 870.00FFE (TENANT B) = 870.00FFE (TENANT C) = 867.50FFE (TENANT D) = 869.20FFE (OFFICE LOBBY) = 869.20FFE (LOADING DOCK) = 866.00MULTI-FAMILY HOUSINGBUILDING FOOTPRINT = 52,050 SFFFE (RESIDENTIAL) = 870.75PARKING RAMPFOOTPRINT = 23,595 SFFFE = 866.50LOE = 866.50LFE = 866.50LFE = 856.00LFE = 860.00LFE = 860.75LFE = 857.00TXXPROPOSED FINANCIALINSTITUTIONFOOTPRINT = 6,200 SFFFE = 866.00LFE = 866.00LOE = 866.00XXXXXLOE = 866.00LFE = 856.00LOE = 867.00LFE = 857.00LOT 1LOT 2LOT 3LOT 4SITE A70TH AND FRANCE RESIDENTIALSITE B7001 FRANCE MIXED USESITE C7001 FRANCE PARKING FACILITYSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0029211.10\DWG\CIVIL\0029211.10SP03.DWG EDINA, MN05/13/20227001 FRANCESITE PROJECT AREA PLAN 7001 FRANCEC200 .05/13/2022 DAVID T. BADE . . . 10/16/2020 4530 WEST 77TH STREET SUITE #365 EDINA, MN 55435 ORION/MORTENSONNOT FOR CONSTRUCTION:HVWZRRG3URIHVVLRQDO6HUYLFHV,QFCommon Ground AllianceCall 48 Hours before digging:811 or call811.com0'30'60'90'1" = 30'30' 6' or 3' 09/13/2021 01/26/2022 02/08/2022 05/06/2022 05/13/2022 PRELIMINARY DEVELOPMENT PLAN / PUD WATERSHED COMMENTS COUNTY SUBMITTAL CITY STORMWATER COMMENTS SITE PLAN REVIEWPROJECT NUMBER: 0029211.10LOT 1BLDG FOOTPRINTAREA(SF)LOT AREA(ACRE)LEGALDESCRIPTION51,600PROPOSED USELOT 2LOT 3LOT 4TOTAL5.98 AC.123,050-44,30021,0506,100SITE DATA CHARTPROPERTY LINESETBACK LINEEASEMENT LINECURB AND GUTTERLOT LINEPOND NORMAL WATER LEVELRETAINING WALLCONCRETE PAVEMENTNUMBER OF PARKING STALLSTRANSFORMERSITE LIGHTINGEXISTINGPROPOSEDFENCEXXHEAVY DUTY BITUMINOUS PAVEMENTNORMAL DUTY BITUMINOUS PAVEMENTTRAFFIC SIGNPOWER POLEBOLLARD / POSTCONCRETE SIDEWALKTIP-OUT CURB AND GUTTERSITE LEGEND5T 2.02 AC.OFFICE/GROCERY1.99 AC.MULTI-FAMILY RESIDENTIAL0.93 AC.PARKING FACILITY1.03 AC.BANK XXXFND.TPOST20.00FRANCE AVENUE SOUTH COUNTY ROAD NO. 17 WEST 70TH STREET8882010 20 10 UTILITY EASEMENT PER THE PLATOF YORKTOWN DOC. NO.1033725 (ITEM NO. 11)22822TELECOMMUNICATIONS EASEMENTPER DOC. NO. 983149 (ITEM NO. 12)SANITARY SEWER EASEMENTPER DOC. NO. (ITEM NO. 11)1520 15SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY)PER DOC. NO. 1033728 (ITEM NO. 14)SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY) PERDOC. NO. 1033728 (ITEM NO. 14)1010PUBLIC ROAD EASEMENT IN PER DOC.NO. 1036934 (ITEM NO. 15)STREET RIGHT OF WAY DEDICATED IN THE PLAT OFYORKTOWN DOC. NO. 1033725 (ITEM NO. 16)40 40 HIGHWAY EASEMENT PER DOC. NO.2189613 (ITEM NOS. 15 & 16)HIGHWAY EASEMENT PER DOC.NO. 2189613 (ITEM NOS. 15 & 16)PUBLIC STREET, DRAINAGE & UTILITYEASEMENT PER DOC. NO. T4859947(ITEM NO. 16)SIDEWALK & UTILITY EASEMENT PERDOC. NOS. T05067233 &T05132844(ITEM NO. 17)SIDEWALK & UTILITY EASEMENTPER DOC. NOS. T05067233 &T05132844 (ITEM NO. 17)TELECOMMUNICATIONSEASEMENT PER DOC. NO.983149 (ITEM NO. 12)ST-5ST-6ST-4ST-3ST-2ST-116" ASH13" LCH14" ASHGW: 853.5ST-106GW: 852.7GW: 853.5GW: 857.5GW: 848.6GW: NOT OBSERVEDGW: NOT OBSERVEDST-101GW: 852.9ST-102GW: 853.5ST-103ST-104GW: 854.6ST-105GW: NOT OBSERVEDGW: 853.4ST-107GW: NOT OBSERVEDST-108GW: NOT OBSERVEDFRANCE AVENUE SOUTH COUNTY ROAD NO. 17 COMMERCIAL/RETAIL SPACEFOOTPRINT = 44,300 SFFFE (TENANT A) = 870.00FFE (TENANT B) = 870.00FFE (TENANT C) = 867.50FFE (TENANT D) = 869.20FFE (OFFICE LOBBY) = 869.20FFE (LOADING DOCK) = 866.00MULTI-FAMILY HOUSINGBUILDING FOOTPRINT = 52,050 SFFFE (RESIDENTIAL) = 870.75PARKING RAMPFOOTPRINT = 23,595 SFFFE = 866.50LOE = 866.50LFE = 866.50LFE = 856.00LFE = 860.00LFE = 860.75LFE = 857.00TXXPROPOSED FINANCIALINSTITUTIONFOOTPRINT = 6,200 SFFFE = 866.00LFE = 866.00LOE = 866.00XXXXXLOE = 866.00LFE = 856.00LOE = 867.00LFE = 857.00LOT 1LOT 2LOT 3LOT 410'8.5' (TYP.)24'24'24'24'24'9'8.5'R10'R10'R10'R30'R20'R200'R224'R146'R123'R40'20'8.5'16.33'8.5'14.54'24'35.72'182.0'109.9'75.0'28.9'50.9'13.3'33.2'25.5'34.8'13.9'42.5'AAAABBA56'25.5'1A1A1A1A1A1A1A1A1A1A1A1A2235556D1B51B7888888888889A9A9A9A9A11111111111111111313131343488A8A8A9A8A8A8AEBB212110.9'12.5'12.0'8.7'10.3'8.0'S.1S.1S.4S.2S.1S.4S.1S.4S.2S.3S.1S.4S.1S.4S.3S.5R20'R20'20'8.5'16.33'8.5'14.54'20'8.5'16.33'8.5'14.54'R20'R20'24'25.5'9999943AG48FFFFF21R34'R25'SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0029211.10\DWG\CIVIL\0029211.10SP01.DWG EDINA, MN05/13/20227001 FRANCESITE PLAN 7001 FRANCEC201 .05/13/2022 DAVID T. BADE . . . 10/16/2020 4530 WEST 77TH STREET SUITE #365 EDINA, MN 55435 ORION/MORTENSONNOT FOR CONSTRUCTION:HVWZRRG3URIHVVLRQDO6HUYLFHV,QFCommon Ground AllianceCall 48 Hours before digging:811 or call811.com0'30'60'90'1" = 30'30' 6' or 3' 09/13/2021 01/26/2022 02/08/2022 05/06/2022 05/13/2022 PRELIMINARY DEVELOPMENT PLAN / PUD WATERSHED COMMENTS COUNTY SUBMITTAL CITY STORMWATER COMMENTS SITE PLAN REVIEWPROJECT NUMBER: 0029211.10S.1S.10S.2S.3REFERENCESTOP SIGNS.4NO TRUCKSRIGHT LANE MUST TURN RIGHTPEDESTRIAN CROSSING1A B612 CURB AND GUTTER1BB618 CURB AND GUTTER2SURMOUNTABLE CURB AND GUTTER3FLUSH CURB AND GUTTER5VALLEY GUTTER6CONCRETE CROSS GUTTER7ENTRANCE THRU CURB AND GUTTER8PRIVATE CONCRETE SIDEWALK8APUBLIC CONCRETE SIDEWALK9PRIVATE PEDESTRIAN CURB RAMP9APUBLIC PEDESTRIAN CURB RAMP11CROSS WALK STRIPING13TRAFFIC ARROW14SIGN INSTALLATION19PAVEMENT SECTIONS21HEAVY DUTY CONCRETE SECTION22SAW CUT CONTROL JOINT24CONCRETE CURB AT SIDEWALK31TRANSITION CURB (B612)43RETAINING WALL WITH FENCE USING SLEEVE-IT SYSTEM45B612 AND SURMOUNTABLE CURB TRANSITION48CONCRETE STAIR AND RAILING DETAIL1·EXISTING ZONING:PDC-3, PLANNED COMMERCIAL·PROPOSED ZONING:PUD - PLANNED UNIT DEVELOPMENT·PARCEL DESCRIPTION:LOT 1, BLOCK 1, YORKTOWN, HENNEPINCOUNTY, MINNESOTA·PROPERTY AREA:260,594 SF (5.98 AC)·PERVIOUS SURFACE:71,861 SF (27.6%)·IMPERVIOUS SURFACE(RATIO):188,733 SF (72.4%)·FLOOR-AREA-RATIO(FAR):SEE ARCH PLANS·BUILDING SETBACK PER CODE:XX'=FRONTXX'=SIDE / XX'=SIDE TO ROWXX'=REARLOT 1BLDG FOOTPRINTAREA(SF)LOT AREA(ACRE)LEGALDESCRIPTION51,600PROPOSED USELOT 2LOT 3LOT 4TOTAL5.98 AC.123,050-44,30021,0506,100SIGN LEGENDSITE DETAILS (SI-0XX)SITE DEVELOPMENT SUMMARYSITE DATA CHART1.BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD PROFESSIONALSERVICES, MINNETONKA, MN, 2020.2.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THEENGINEER SHOULD BE NOTIFIED IMMEDIATELY.3.REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS.4.ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISENOTED.5.REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OFEXITS, RAMPS, AND TRUCK DOCKS.6.ALL CURB RADII ARE SHALL BE 5.0 FEET (TO FACE OF CURB) UNLESS OTHERWISE NOTED.7.ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFICCONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERSAND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OFTHESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT.TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.9.BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THERECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.10.CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURINGCONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TOADJACENT PROPERTIES.11.SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING PLAN PREPAREDBY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS.GENERAL SITE NOTESPROPERTY LINESETBACK LINEEASEMENT LINECURB AND GUTTERLOT LINEPOND NORMAL WATER LEVELRETAINING WALLCONCRETE PAVEMENTNUMBER OF PARKING STALLSTRANSFORMERSITE LIGHTINGEXISTINGPROPOSEDFENCEXXHEAVY DUTY BITUMINOUS PAVEMENTNORMAL DUTY BITUMINOUS PAVEMENTTRAFFIC SIGNPOWER POLEBOLLARD / POSTCONCRETE SIDEWALKTIP-OUT CURB AND GUTTERSITE LEGEND5T 2.02 AC.OFFICE/GROCERY1.99 AC.MULTI-FAMILY RESIDENTIAL0.93 AC.SENIOR HOUSING1.03 AC.BANKA.PLANTER CURB (TYP.)B.CONCRETE PAVERS (TYP.)C.GENERATORD.EXISTING SURMOUNTABLE CURB IN ROUNDABOUTE.BIKE LANE EXIT RAMP ONTO SHARED SIDEWALKF.PUBLIC ART - SEE LANDSCAPE PLANG.PEDESTRIAN ENTRANCE TO PARKING RAMPSITE KEYNOTESXS.5RIGHT TURN LANE COMMERCIAL/RETAIL SPACEFOOTPRINT = 44,300 SFFFE (TENANT A) = 870.00FFE (TENANT B) = 870.00FFE (TENANT C) = 867.50FFE (TENANT D) = 869.20FFE (OFFICE LOBBY) = 869.20FFE (LOADING DOCK) = 866.00MULTI-FAMILY HOUSINGBUILDING FOOTPRINT = 52,050 SFFFE (RESIDENTIAL) = 870.75PARKING RAMPFOOTPRINT = 23,595 SFFFE = 866.50LOE = 866.50LFE = 866.50XXPROPOSED FINANCIALINSTITUTIONFOOTPRINT = 6,200 SFFFE = 866.00LFE = 866.00LOE = 866.00XXXXXGASGASGASGASGASGASGASGASGAS GAS GAS PUG PUG PUGPUG PUG PUG PUG PUG PUGFOFOFOFOFOFOFOFOFOFOFOFO FO FO FOFOFO FO FOPUGPUGPUGPUG WAT PUG PUG PUG PUG PUG PUG PUGPUGPUGPUGPUGPUGGAS GAS CTVCTV FO FO FO FOFOFOFOFOFOFOFO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOTUGPUGPUG PUGPUGPUGPUG PUG PUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUG PUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGXXXFO FOFOFOFOFOFOFOFOFOFOFND.TPOSTSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STO STOSTO ST OSTOSTOSTOSTOSTOSTOSANSANSANSANSAN20.00STOSANSTO STO WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATFRANCE AVENUE SOUTH COUNTY ROAD NO. 17 WEST 70TH STREET8882010 20 10 UTILITY EASEMENT PER THE PLATOF YORKTOWN DOC. NO.1033725 (ITEM NO. 11)22822TELECOMMUNICATIONS EASEMENTPER DOC. NO. 983149 (ITEM NO. 12)SANITARY SEWER EASEMENTPER DOC. NO. (ITEM NO. 11)1520 15SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY)PER DOC. NO. 1033728 (ITEM NO. 14)SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY) PERDOC. NO. 1033728 (ITEM NO. 14)1010PUBLIC ROAD EASEMENT IN PER DOC.NO. 1036934 (ITEM NO. 15)STREET RIGHT OF WAY DEDICATED IN THE PLAT OFYORKTOWN DOC. NO. 1033725 (ITEM NO. 16)40 40 HIGHWAY EASEMENT PER DOC. NO.2189613 (ITEM NOS. 15 & 16)HIGHWAY EASEMENT PER DOC.NO. 2189613 (ITEM NOS. 15 & 16)PUBLIC STREET, DRAINAGE & UTILITYEASEMENT PER DOC. NO. T4859947(ITEM NO. 16)SIDEWALK & UTILITY EASEMENT PERDOC. NOS. T05067233 &T05132844(ITEM NO. 17)SIDEWALK & UTILITY EASEMENTPER DOC. NOS. T05067233 &T05132844 (ITEM NO. 17)TELECOMMUNICATIONSEASEMENT PER DOC. NO.983149 (ITEM NO. 12)EEEEEEEEEMGTSTSTSTSTSTSTSTSTTVTVHHTTTTSTOSTOSTOSTORIM=871.0FULL OFDEBRISRIM=870.6INV(E)=866.4INV(NE)-866.3RIM=871.6INV(E)=865.1INV(W)=864.9INV(S)=866.1RIM=869.1INV(E)=864.5RIM=868.3INV(N/E)=864.3INV(W)=863.6RIM=866.7INV(N)=862.7INV(S)=863.0INV(E/W)=862.6RIM=866.5INV(N)=862.6INV(E)=862.5INV(W)=861.7RIM=871.5INV(E)=867.215"RCPRIM=867.5INV=863.2RIM = 862.97IE = 855.15 (CITY AS-BUILT)RIM=866.8INV(E)=859.4INV(W)=859.1RIM=862.8INV(N)=857.2INV(E)=859.2INV(SE)=857.5INV(SW)=856.3RIM=866.2INV=863.3RIM=869.5FULLOFWATERRIM=871.1INV=868.0RIM=863.4FULL OF ICE & DEBRISRIM=863.1INV(NE)=859.6INV(W)=859.1RIM=861.2INV=858.112" RCPRIM=861.8INV(E)=857.7INV(W)=858.2INV(S)=857.6RIM=862.1INV=857.912" RCPRIM=862.5INV(N)=852.8INV(S)=852.615" RCP21" RCPS12" RCP21" RCP12" RCP21" RCP9" CLAY @ 0.8%24" RCP24" RCP24" RCP12" RCP 8"PVC 12"RCPST-5ST-6ST-4ST-3ST-2ST-116" ASH13" LCH14" ASHGW: 853.5ST-106GW: 852.7GW: 853.5GW: 857.5GW: 848.6GW: NOT OBSERVEDGW: NOT OBSERVEDST-101GW: 852.9ST-102GW: 853.5ST-103ST-104GW: 854.6ST-105GW: NOT OBSERVEDGW: 853.4ST-107GW: NOT OBSERVEDST-108GW: NOT OBSERVED15" RCPSTOSTOSTOCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVPUGPUGPUGCTVCTVCTVCTVCTVCTVPUGPUGPUGPUGPUG870.00870.20867.50870.00869.20870.00869.20867.19866.45866.00865.30870.00870.00868.00867.00870.40870.75870.75870.75870.75870.50866.22865.36865.53866.50865.60864.59870.59E.O.F.864.74867.00869.42E.O.F.867.65E.O.F.867.60E.O.F.866.20E.O.F.866.61866.97866.37869.51870.77870.00870.00868.50867868869868.00866866866867870868869LOWEST OPENING ELEVATION: 868.00866.00LOWEST OPENING ELEVATION: 866.00LOWEST OPENING ELEVATION: 866.50E.O.F.869.64869.20869.20869.20870.00870.00869.20870.00868.00867.50867.00868.75869.25869.75870.62870.90868.25866.75867.008 6 7 8 6 6866 866.50866.50866.37866.37869.908698688678 7 0868 TW: 871.50TW: 872.00TW: 871.65TW: 871.53TW: 872.11BW: 871.00BW: 867.58BW: 871.00BW: 867.99BW: 866.92TW: 870.25BW: 869.85TW: 871.65BW: 870.80TW: 871.74BW: 871.01SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0029211.10\DWG\CIVIL\0029211.10GD01.DWG EDINA, MN05/13/20227001 FRANCEGRADING PLAN 7001 FRANCEC300 .05/13/2022 DAVID T. BADE . . . 10/16/2020 4530 WEST 77TH STREET SUITE #365 EDINA, MN 55435 ORION/MORTENSON :HVWZRRG3URIHVVLRQDO6HUYLFHV,QFCommon Ground AllianceCall 48 Hours before digging:811 or call811.com### ### or ## 09/13/2021 01/26/2022 02/08/2022 05/06/2022 05/13/2022 PRELIMINARY DEVELOPMENT PLAN / PUD WATERSHED COMMENTS COUNTY SUBMITTAL CITY STORMWATER COMMENTS SITE PLAN REVIEWPROJECT NUMBER: 0029211.10PROPERTY LINE982980POND NORMAL WATER LEVELRIDGE LINETOP AND BOTTOM OF RETAINING WALLEMERGENCY OVERFLOWSB-19SOIL BORING LOCATIONSTOSTORM SEWERDRAIN TILEWATER MAINSANITARY SEWEREXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980WATSANSPOT ELEVATIONFLOW DIRECTIONSB-19RETAINING WALLGRADING LIMITSGLCURB AND GUTTERFLARED END SECTION (WITH RIPRAP)GRADING LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIEDIMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS ANDDIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISEBUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACTLOCATIONS AND NUMBER OF DOWNSPOUTS.3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARDSPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" ASPREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL AND SOD OR SEED.THESE AREAS SHALL BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. SEELANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFICCONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMENAND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OFTHESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFICCONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THISSHEET.7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE ASMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONSARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOWLINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACEGRADE.9.SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS.10.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITEGRADING AND UTILITY CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL DISPOSE OFALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATINGAGENCIES.11.CONTRACTOR SHALL PROVIDE A STRUCTURAL RETAINING WALL DESIGN CERTIFIED BY ALICENSED PROFESSIONAL ENGINEER.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THENATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS.13.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILLBE REQUIRED ON THE SUBGRADE. PROOF ROLLING SHALL BE ACCOMPLISHED BY MAKINGMINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, ORAPPROVED EQUAL, IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISIONAND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BEEXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.14.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALLBE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED INMNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.15.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA,SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE ORDINARYCOMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.16.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENTGEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE ORUNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THECONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS ANDINSPECTIONS WITH THE GEOTECHNICAL ENGINEER.1.BASIN EXCAVATION AND PIPE INSTALLATION MAY TAKE PLACE BEFORE CURB INSTALLATION.ALL OTHER BASIN CONSTRUCTION MUST WAIT UNTIL FINAL SITE LANDSCAPING. REMOVESEDIMENT FROM EXCAVATED BASIN PRIOR TO PLACEMENT OF FILTER MEDIA. PLACE SANDBAGS OR SIMILAR ITEM IN CURB CUTS TO PRE-FILTER STORM WATER UNTIL PLANTS AREESTABLISHED IN BASINS. MAINTAIN INLET PROTECTION ON DOWN STREAM INLETS UNTILBASINS ARE ON-LINE.2.BASIN EXCAVATION SHALL BE WITH TOOTHED-BUCKETS TO SCARIFY THE BOTTOM.3.PLACE SILT FENCE AROUND BASINS AS SHOWN IMMEDIATELY AFTER BASIN CONSTRUCTION.4.BASINS MUST BE TESTED FOR INFILTRATION RATE AFTER TOTAL SITE STABILIZATION. A DUALRING INFILTROMETER SHALL BE USED FOR TESTING. MINIMUM INFILTRATION RATE IS 1-INCHPER HOUR. IF BASIN DOES NOT MEET INFILTRATION RATE, CONTRACTOR MUST TAKECORRECTIVE ACTION UNTIL MINIMUM INFILTRATION RATE IS MET. CORRECTIVE ACTION MAYINCLUDE REMOVING PLUG IN DRAIN TILE. ALL TESTING AND CORRECTIVE ACTION SHALL BETHE RESPONSIBILITY OF THE CONTRACTOR, AND SHALL BE INCIDENTAL TO THE CONTRACT,WITH NO DIRECT COMPENSATION MADE.GRADING NOTESFILTRATION/INFILTRATION BASIN NOTES0.00%900.00900.00TW=XXX.XXBW=XXX.XXE.O.F.NOT FOR CONSTRUCTION0'30'60'90'1" = 30'GEOTECHNICAL EVALUATIONS FOUND A LAYER OF CLAYEY SAND APPROXIMATELY 4 FEET BELOWTHE BOTTOM OF THE PROPOSED INFILTRATION CHAMBERS. SHOULD THIS MATERIAL BEENCOUNTERED DURING CONSTRUCTION, THE EXISTING CLAYEY SAND MUST BE REMOVED ANDREPLACED WITH MATERIAL HAVING AN INFILTRATION RATE COMPARABLE WITH THEPOORLY-GRADED SAND LOCATED AT THE BOTTOM OF THE SYSTEM.SOIL REPLACEMENT NOTE1.ALL TEMPORARY EROSION CONTROL MEASURES SHOWN ON THE EROSION ANDSEDIMENTATION CONTROL PLANS MUST BE INSTALLED PRIOR TO COMMENCEMENT OFSURFACE OR VEGETATION ALTERATION AND BE MAINTAINED UNTIL COMPLETION OFCONSTRUCTION AND VEGETATION IS ESTABLISHED AS DETERMINED BY NMCWD. IF SILT FENCEIS USED, THE BOTTOM FLAP MUST BE BURIED AND THE MAXIMUM ALLOWABLE SPACINGBETWEEN POSTS IS 4-FOOT ON CENTER. ALL POSTS MUST BE EITHER 2-INCH X 2-INCH PINE,HARDWOOD, OR STEEL FENCE POSTS. IF HAY BALES ARE USED, ALL BALES MUST BE STAKED INPLACE AND REINFORCED ON THE DOWNSTREAM SIDE WITH SNOW FENCE.2.ALL AREAS ALTERED BECAUSE OF CONSTRUCTION MUST BE RESTORED WITH SEED AND DISCEDMULCH, SOD, WOOD FIBER BLANKET, OR BE HARD SURFACED WITHIN TWO WEEKS AFTERCOMPLETION OF LAND ALTERATION AND NO LATER THAN THE END OF THE PERMIT PERIOD.3.UPON FINAL STABILIZATION, THE PERMIT APPLICANT IS RESPONSIBLE FOR THE REMOVAL OFALL EROSION CONTROL MEASURES INSTALLED THROUGHOUT THE PROJECT SITE.4.AT THE ENTRYWAY ONTO THE SITE, A ROCK FILTER DIKE BEING A MINIMUM OF TWO FEET INHEIGHT AND HAVING MAXIMUM SIDE SLOPES OF 4:1 MUST BE CONSTRUCTED. THIS ROCKFILTER DIKE WILL ENABLE CONSTRUCTION TRAFFIC TO ENTER THE SITE AND ALSO PROVIDE ANEROSION CONTROL FACILITY.5.IF DEWATERING IS REQUIRED AND SUMP PUMPS ARE USED, ALL PUMPED WATER MUST BEDISCHARGED THROUGH AN EROSION CONTROL FACILITY PRIOR TO LEAVING THECONSTRUCTION SITE. PROPER ENERGY DISSIPATION MUST BE PROVIDED AT THE OUTLET OFTHE PUMP SYSTEM.6.THE NMCWD MUST BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO COMMENCEMENT OFCONSTRUCTION.7.THE NMCWD, ITS OFFICERS, EMPLOYEES AND AGENTS REVIEW, COMMENT UPON, ANDAPPROVE PLANS AND SPECIFICATIONS PREPARED BY PERMIT APPLICANTS AND THEIRCONSULTANTS FOR THE LIMITED ADMINISTRATIVE PURPOSE OF DETERMINING WHETHER THEREIS REASONABLE ASSURANCE THAT THE PROPOSED PROJECT WILL COMPLY WITH THEREGULATIONS AND CRITERIA OF THE NMCWD. THE DETERMINATION OF THE NMCWD THATISSUANCE OF THIS PERMIT IS APPROPRIATE WAS MADE IN RELIANCE ON THE INFORMATIONPROVIDED BY THE APPLICANT.8.THE GRANT OF THIS PERMIT SHALL NOT IN ANY WAY RELIEVE THE PERMITTEE, ITS ENGINEER, OROTHER PROFESSIONAL CONSULTANTS OF RESPONSIBILITY, NOR SHALL IT MAKE THE NMCWD5(63216,%/()257+(7(&+1,&$/$'(48$&<2)7+((1*,1((5·625&2168/7$17·6WORK. THE GRANT OF THIS PERMIT SHALL NOT RELIEVE THE PERMITTEE FROM COMPLYINGWITH ALL CONDITIONS AND REQUIREMENTS OF THE PERMIT WHICH SHALL BE RETAINED BYTHE PERMITTEE WITH THE PERMIT.9.THE ISSUE OF THIS PERMIT DOES NOT CONVEY ANY PROPERTY RIGHTS IN EITHER REAL ORPERSONAL PROPERTY, OR ANY EXCLUSIVE PRIVILEGES, NOR DOES IT AUTHORIZE ANY INJURY TOPRIVATE PROPERTY OR ANY INVASION OF PERSONAL RIGHTS, NOR ANY INFRINGEMENT OFFEDERAL, STATE, OR LOCAL LAWS OR REGULATIONS.NINE MILE CREEK WATERSHEDDISTRICT GENERAL PROVISIONS TUG XXXFND.TPOSTSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STO STOSTO ST OSTOSTOSTOSTOSTOSTOSTOSTOSTOFRANCE AVENUE SOUTH COUNTY ROAD NO. 17 WEST 70TH STREETEEEEEEEEEMGTSTSTSTSTSTSTSTSTTVTVHHTTTTSTOSTOSTOSTOSST-5ST-6ST-4ST-3ST-2ST-116" ASH13" LCH14" ASHGW: 853.5ST-106GW: 852.7GW: 853.5GW: 857.5GW: 848.6GW: NOT OBSERVEDGW: NOT OBSERVEDST-101GW: 852.9ST-102GW: 853.5ST-103ST-104GW: 854.6ST-105GW: NOT OBSERVEDGW: 853.4ST-107GW: NOT OBSERVEDST-108GW: NOT OBSERVEDSTOSTOSTOCOMMERCIAL/RETAIL SPACEFOOTPRINT = 44,300 SFFFE (TENANT A) = 870.00FFE (TENANT B) = 870.00FFE (TENANT C) = 867.50FFE (TENANT D) = 869.20FFE (OFFICE LOBBY) = 869.20FFE (LOADING DOCK) = 866.00MULTI-FAMILY HOUSINGBUILDING FOOTPRINT = 52,050 SFFFE (RESIDENTIAL) = 870.75PARKING RAMPFOOTPRINT = 23,595 SFFFE = 866.50LOE = 866.50LFE = 866.50LFE = 856.00LFE = 860.00LFE = 860.75LFE = 857.00XXPROPOSED FINANCIALINSTITUTIONFOOTPRINT = 6,200 SFFFE = 866.00LFE = 866.00LOE = 866.00XXXXXLOE = 866.00LFE = 856.00LOE = 867.00LFE = 857.00CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVPUGPUGPUGCTVCTVCTVCTVCTVCTVPUGPUGPUGPUGPUGROCKCONSTRUCTIONENTRANCESFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFINLET PROTECTION (TYP.)SILT FENCESILT FENCESILT FENCESILT FENCEINLET PROTECTION (TYP.)ROCK LOG INLET PROTECTIONSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0029211.10\DWG\CIVIL\0029211.10EC01.DWG EDINA, MN05/13/20227001 FRANCEEROSION CONTROL PLAN 7001 FRANCEC301 .05/13/2022 DAVID T. BADE DTB DTB TDM 10/16/2020 4530 WEST 77TH STREET SUITE #365 EDINA, MN 55435 ORION/MORTENSON :HVWZRRG3URIHVVLRQDO6HUYLFHV,QFCommon Ground AllianceCall 48 Hours before digging:811 or call811.com### ### or ## 09/13/2021 01/26/2022 02/08/2022 05/06/2022 05/13/2022 PRELIMINARY DEVELOPMENT PLAN / PUD WATERSHED COMMENTS COUNTY SUBMITTAL CITY STORMWATER COMMENTS SITE PLAN REVIEWPROJECT NUMBER: 0029211.10NOT FOR CONSTRUCTION0'30'60'90'1" = 30'PROPERTY LINESILT FENCEPOND NORMAL WATER LEVELROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETEMERGENCY OVERFLOWSOIL BORING LOCATIONSTORM SEWERDRAIN TILEWATER MAINSANITARY SEWERINLET PROTECTIONEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOURRETAINING WALLSFGRADING LIMITSCURB AND GUTTERFLARED END SECTION (WITH RIPRAP)TURF REINFORCEMENT MATEROSION CONTROL LEGEND1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OFEXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUSUTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATIONSHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFYEXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OFDISCREPANCIES.2.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANYEXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUNDCOVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND ORREMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OFEXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TOEROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITYSHALL BE INCIDENTAL TO THE GRADING CONTRACT.3.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETERESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF THE PROJECT AREA. THECONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION ANDSILTATION INCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTIONENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALL COMMENCE WITHGRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BYTHE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION ASREQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THECONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANYDEPOSITION OF SILT OR MUD ON NEW OR EXISTING PAVEMENT OR IN EXISTING STORMSEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BECLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR.ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THE CONTRACTOR AFTER THETURF IS ESTABLISHED.4.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACHWORKING DAY. A CONSTRUCTION ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TODETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.5.PROPOSED PONDS SHALL BE EXCAVATED FIRST AND USED AS TEMPORARY PONDING DURINGCONSTRUCTION.6.WHEN INSTALLING END-OF-LINE FLARED END SECTIONS, BRING THE SILT FENCE UP & OVER THEFLARED END SECTIONS & COVER DISTURBED AREAS WITH RIP RAP. THE UPSTREAM FLARED ENDSECTIONS SHALL HAVE WOOD FIBER BLANKET INSTALLED ON THE DISTURBED SOILS.7.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITHSEED AND MULCH, SOD, EROSION CONTROL BLANKET OR BE HARD SURFACE WITHIN 2 WEEKSOF COMPLETION OF CONSTRUCTION.8.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, ANDCITY.A.TEMPORARY (GREATER THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 22-111 AT30.5-POUNDS PER ACRE.B.TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACREC.INFILTRATION/FILTRATION BASIN SHALL BE MNDOT SEED MIX 34-262 AT 14.5-POUNDS PERACRE.D.POND SLOPES SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE.E.GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE.F.MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.9.FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROLBLANKET IS REQUIRED.10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAPSEDIMENT.11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTIONSHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZED TO RESTORE THE POND TO THEPROPOSED BOTTOM ELEVATION.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONALPOLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS.13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTORSHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TOINSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS ORBUILDING PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW.14.PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREETSWEEPING SHALL BE CONCURRENT WITH SITE WORK.GENERAL EROSION CONTROL NOTESSTOWATSANGLSB-19SB-19E.O.F.HEAVY DUTY SILT FENCEHDSFBIOROLLBIO982980982980ROCK LOG1.ALL TEMPORARY EROSION CONTROL MEASURES SHOWN ON THE EROSION ANDSEDIMENTATION CONTROL PLANS MUST BE INSTALLED PRIOR TO COMMENCEMENT OFSURFACE OR VEGETATION ALTERATION AND BE MAINTAINED UNTIL COMPLETION OFCONSTRUCTION AND VEGETATION IS ESTABLISHED AS DETERMINED BY NMCWD. IF SILT FENCEIS USED, THE BOTTOM FLAP MUST BE BURIED AND THE MAXIMUM ALLOWABLE SPACINGBETWEEN POSTS IS 4-FOOT ON CENTER. ALL POSTS MUST BE EITHER 2-INCH X 2-INCH PINE,HARDWOOD, OR STEEL FENCE POSTS. IF HAY BALES ARE USED, ALL BALES MUST BE STAKED INPLACE AND REINFORCED ON THE DOWNSTREAM SIDE WITH SNOW FENCE.2.ALL AREAS ALTERED BECAUSE OF CONSTRUCTION MUST BE RESTORED WITH SEED AND DISCEDMULCH, SOD, WOOD FIBER BLANKET, OR BE HARD SURFACED WITHIN TWO WEEKS AFTERCOMPLETION OF LAND ALTERATION AND NO LATER THAN THE END OF THE PERMIT PERIOD.3.UPON FINAL STABILIZATION, THE PERMIT APPLICANT IS RESPONSIBLE FOR THE REMOVAL OFALL EROSION CONTROL MEASURES INSTALLED THROUGHOUT THE PROJECT SITE.4.AT THE ENTRYWAY ONTO THE SITE, A ROCK FILTER DIKE BEING A MINIMUM OF TWO FEET INHEIGHT AND HAVING MAXIMUM SIDE SLOPES OF 4:1 MUST BE CONSTRUCTED. THIS ROCKFILTER DIKE WILL ENABLE CONSTRUCTION TRAFFIC TO ENTER THE SITE AND ALSO PROVIDE ANEROSION CONTROL FACILITY.5.IF DEWATERING IS REQUIRED AND SUMP PUMPS ARE USED, ALL PUMPED WATER MUST BEDISCHARGED THROUGH AN EROSION CONTROL FACILITY PRIOR TO LEAVING THECONSTRUCTION SITE. PROPER ENERGY DISSIPATION MUST BE PROVIDED AT THE OUTLET OFTHE PUMP SYSTEM.6.THE NMCWD MUST BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO COMMENCEMENT OFCONSTRUCTION.NINE MILE CREEK WATERSHEDDISTRICT GENERAL PROVISIONS GASGASGASGASGASGASGASGASGAS GAS GAS PUG PUG PUGPUG PUG PUG PUG PUG PUGFOFOFOFOFOFOFOFOFOFOFOFO FO FO FOFOFO FO FOPUGPUGPUGPUG WAT PUG PUG PUG PUG PUG PUG PUGPUGPUGPUGPUGPUGGAS GAS CTVCTV FO FO FO FOFOFOFOFOFOFOFO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOTUGPUGPUG PUGPUGPUGPUG PUG PUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUG PUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGXXXFO FOFOFOFOFOFOFOFOFOFOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STO STOSTO ST OSTOSTOSTOSTOSTOSTOSANSANSANSANSAN20.00STOSANSTO STO WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATFRANCE AVENUE SOUTH COUNTY ROAD NO. 17 WEST 70TH STREET8882010 20 10 UTILITY EASEMENT PER THE PLATOF YORKTOWN DOC. NO.1033725 (ITEM NO. 11)22822TELECOMMUNICATIONS EASEMENTPER DOC. NO. 983149 (ITEM NO. 12)SANITARY SEWER EASEMENTPER DOC. NO. (ITEM NO. 11)1520 15SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY)PER DOC. NO. 1033728 (ITEM NO. 14)SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY) PERDOC. NO. 1033728 (ITEM NO. 14)1010PUBLIC ROAD EASEMENT IN PER DOC.NO. 1036934 (ITEM NO. 15)STREET RIGHT OF WAY DEDICATED IN THE PLAT OFYORKTOWN DOC. NO. 1033725 (ITEM NO. 16)40 40 HIGHWAY EASEMENT PER DOC. NO.2189613 (ITEM NOS. 15 & 16)HIGHWAY EASEMENT PER DOC.NO. 2189613 (ITEM NOS. 15 & 16)PUBLIC STREET, DRAINAGE & UTILITYEASEMENT PER DOC. NO. T4859947(ITEM NO. 16)SIDEWALK & UTILITY EASEMENT PERDOC. NOS. T05067233 &T05132844(ITEM NO. 17)SIDEWALK & UTILITY EASEMENTPER DOC. NOS. T05067233 &T05132844 (ITEM NO. 17)TELECOMMUNICATIONSEASEMENT PER DOC. NO.983149 (ITEM NO. 12)EEEEEEEEEMGTSTSTSTSTSTSTSTSTTVTVHHTTTTSTOSTOSTOSTORIM = 862.97IE = 855.15 (CITY AS-BUILT)S9" CLAY @ 0.8%ST-5ST-6ST-4ST-3ST-2ST-116" ASH13" LCH14" ASHGW: 853.5ST-106GW: 852.7GW: 853.5GW: 857.5GW: 848.6GW: NOT OBSERVEDGW: NOT OBSERVEDST-101GW: 852.9ST-102GW: 853.5ST-103ST-104GW: 854.6ST-105GW: NOT OBSERVEDGW: 853.4ST-107GW: NOT OBSERVEDST-108GW: NOT OBSERVEDSTOSTOSTOCOMMERCIAL/RETAIL SPACEFOOTPRINT = 44,300 SFFFE (TENANT A) = 870.00FFE (TENANT B) = 870.00FFE (TENANT C) = 867.50FFE (TENANT D) = 869.20FFE (OFFICE LOBBY) = 869.20FFE (LOADING DOCK) = 866.00MULTI-FAMILY HOUSINGBUILDING FOOTPRINT = 52,050 SFFFE (RESIDENTIAL) = 870.75PARKING RAMPFOOTPRINT = 23,595 SFFFE = 866.50LOE = 866.50LFE = 866.50LFE = 856.00LFE = 860.00LFE = 860.75LFE = 857.00XXPROPOSED FINANCIALINSTITUTIONFOOTPRINT = 6,200 SFFFE = 866.00LFE = 866.00LOE = 866.00XXXXXLOE = 866.00LFE = 856.00LOE = 867.00LFE = 857.00CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVPUGPUGPUGCTVCTVCTVCTVCTVCTVPUGPUGPUGPUGPUG8" SAN STUBIE=858.608" WM STUB8" SAN STUBIE=856.948" WM STUB8" WM STUB6" SAN STUBIE=856.466" SAN STUBIE=860.278" SAN STUBIE=861.366" WM STUB8" WM STUBHYDRANTHYDRANTHYDRANTHYDRANTHYDRANT109 LF - 10" PVC @ 0.70%SAN MH 11RIM=863.85IE(E)=855.50IE(SW)=855.40CORE DRILL INTOEXISTING SAN MH 10RAISE RIM TO 863.67IE(S,NE)=855.1536 LF - 10" PVC @ 0.70%SAN MH 12RIM=864.56IE(N,E)=855.83IE(W)=855.73SAN MH 13RIM=865.55IE(N,E)=856.69IE(W)=856.59222 LF - 10" PVC @ 0.70%SAN MH 14RIM=866.94IE(E,S)=858.34IE(W)=858.24SAN MH 15RIM=867.78IE(N)=859.15IE(W)=859.05102 LF - 10" PVC @ 0.70%SAN MH 16RIM=867.89IE(W,N)=859.95IE(S)=859.85100 LF - 10" PVC @ 0.70%171 LF - 8" PVC @ 0.70%SAN MH 16RIM=870.32IE(W)=861.25IE(S)=861.1516 LF - 8" PVC @ 0.70%16 LF - 6" PVC @ 2.00%26 LF - 8" PVC @ 1.00%25 LF - 8" PVC @ 1.00%INSULATE PIPE25 LF - 6" PVC @ 2.00%8" DIP1234567891011121314151617181920AAA8" DIP8" DIP8" DIP8" DIP33 LF - 10"PVC @ 0.70%REFER TO US BANK LOT PLANS FORLOT SPECIFIC UTILITY INFORMATIONSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0029211.10\DWG\CIVIL\0029211.10UT01.DWG EDINA, MN05/13/20227001 FRANCESANITARY AND WATERMAIN PLAN 7001 FRANCEC400 .05/13/2022 DAVID T. BADE . . . 10/16/2020 4530 WEST 77TH STREET SUITE #365 EDINA, MN 55435 ORION/MORTENSON :HVWZRRG3URIHVVLRQDO6HUYLFHV,QFCommon Ground AllianceCall 48 Hours before digging:811 or call811.com### ### or ## 09/13/2021 01/26/2022 02/08/2022 05/06/2022 05/13/2022 PRELIMINARY DEVELOPMENT PLAN / PUD WATERSHED COMMENTS COUNTY SUBMITTAL CITY STORMWATER COMMENTS SITE PLAN REVIEWPROJECT NUMBER: 0029211.10SANEXISTINGPROPOSEDSANITARY SEWERSTOSTORM SEWERWATWATER MAINEASEMENT LINEPROPERTY LINEWATHYDRANTGATE VALVEDRAIN TILEFLARED END SECTION (WITH RIPRAP)LIGHT POLEGASGASGASPUGUNDERGROUND ELECTRICPUGTUGUNDERGROUND TELEPHONETOHPOHOVERHEAD ELECTRICPOHTOHOVERHEAD TELEPHONETOHFOTELEPHONE FIBER OPTICFOCTVCABLE TELEVISIONCTVFMFMSANITARY SEWER FORCE MAINCURB AND GUTTERUTILITY LEGEND1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESEPLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THEINFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIORTO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES.2.ALL SANITARY SEWER, STORM SEWER AND WATER MAIN MATERIAL AND INSTALLATIONS SHALL BE PER CITY REQUIREMENTS, MINNESOTAPLUMBING CODE, AND IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICELINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OFMINNESOTA.3.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSEDWORK OR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OFTHE CONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER.4.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS,PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY CONNECTION LOCATIONS.5.ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY.THE CONTRACTOR SHALL COORDINATE THE SERVICE LINE CONSTRUCTION WITH THE UTILITY COMPANIES.6.CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, AND UTILITIES SHALL BE INSPECTED ANDAPPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED 48-HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANYREQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAINBELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED ORUNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR.7.WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FOR ADDITIONAL PIPE WHEN INSTALLING ONSLOPES OR WHEN DEFLECTIONS ARE REQUIRED. THE JOINT DEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPEMANUFACTURER OR BY LOCAL GOVERNING SPECIFICATIONS. FITTINGS REQUIRED TO CONSTRUCT WATER MAIN SHALL BE INCLUDED INWATER MAIN CONSTRUCTION.8.PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS.9.A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS WITH SANITARY SEWER OR STORMSEWER. THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTION WITHIN 10-FEET OF THE CROSSING. INSULATE CROSSINGS WITHSTORM SEWER.10.UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR NOTED.11.DUCTILE IRON WATER LINES SHALL BE CLASS 52, PER AWWA C115 OR C151. COPPER WATER LINES SHALL BE TYPE K PER ASTM B88. PVCWATER LINES SHALL BE PER AWWA C900 AND INSTALLED PER AWWA C605 IF ALLOWED BY CITY.12.ALL WATER LINES SHALL HAVE 7.5' MINIMUM COVER. INSULATE WATER MAIN IF LESS THAN 8' OF COVER. INSULATION SHALL BE DOWSTYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 4 INCHES OF THICKNESS.13.SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE POLYVINYL CHLORIDE (PVC) SDR 35 OR 26. SDR 26 IS REQUIRED FORDEPTHS GREATER THAN 15 FEET. SANITARY SEWER PIPE WITHIN 5 FEET OF THE BUILDING AND UNDER FOOTINGS SHALL BE SCHEDULE 40PER ASTM D2665. ALL PLASTIC SANITARY SEWER SHALL BE INSTALLED PER D2321. SOLVENT WELD JOINTS MUST INCLUDE USE OF APRIMER WHICH IS OF A CONTRASTING COLOR TO THE PIPE AND CEMENT. ALL SANITARY SEWER SHALL BE TESTED ACCORDING TOMINNESOTA PLUMBING CODE, PART 712.0.14.STORM SEWER PIPE:A.RCP AND HDPE PIPE MAY BE INSTALLED WITH APPROVAL OF LOCAL GOVERNING AGENCY.B.REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER, CLASS 3 FOR PIPE DIAMETERS 21" ANDLARGER UNLESS OTHERWISE NOTED, PER ASTM C76 WITH R-4 GASKETS.C.HDPE STORM PIPE 4- TO 10-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF AASHTO M252. HDPE STORM PIPE 12- TO60-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF ASTM F2306. FITTINGS SHALL BE PER ASTM D3212 AND INSTALLED PERASTM D2321.D.PVC STORM SEWER PIPE AND FITTINGS SHALL BE SCHEDULE 40 PIPE PER ASTM D2665 AND INSTALLED PER ASTM D2321.E.CORRUGATED METAL PIPE (CMP) FOR SIZES 18- TO 120-INCH AND MUST MEET ASTM A760 OR ASTM A796 AND BE INSTALLED PERASTM A798. CMP MAY NOT BE INSTALLED WITHIN 10-FEET OF A WATERMAIN, WATER SERVICE, OR A BUILDING.F.ALL STORM SEWER JOINTS AND STRUCTURE CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT AS REQUIRED BY MINNESOTAPLUMBING CODE, PART 707.3. STORM SEWER LOCATED WITHIN 10-FEET OF A BUILDING AND/OR WATER LINE SHALL BE TESTED PERMINNESOTA PLUMBING CODE, PART 712.15.ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PER MINNESOTA RULES, PART 7560.0150.16.POST INDICATOR VALVES SHALL BE CLOW F-5750 (OR EQUIVALENT) MEETING AWWA STANDARD C509 AND CITY STANDARDS. VALVE TOBE MECHANICAL JOINT RESILIENT WEDGE GATE VALVE. POST TO BE ADJUSTABLE FOR 8 FEET WATER MAIN DEPTH. THE ELECTRICAL ALARMSWITCH SHALL BE PART NO. PCVS2 (OR EQUIVALENT).17.AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS-BUILT RECORD OF UTILITYCONSTRUCTION. THE AS-BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TOVERIFY WITH OWNER OR ENGINEER WHETHER A PLAN WITH POST-CONSTRUCTION ELEVATIONS IS REQUIRED.18.ALL MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPED ELEVATIONS.19.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPED ELEVATIONS.GENERAL UTILITY NOTESSDTNOT FOR CONSTRUCTION0'30'60'90'1" = 30'A.CONNECT TO EXISTING. COORDINATE CONNECTION WITH THE CITY.UTILITY KEYNOTEA GASGASGASGASGASGASGASGASGAS GAS GAS PUG PUG PUGPUG PUG PUG PUG PUG PUGFOFOFOFOFOFOFOFOFOFOFOFO FO FO FOFOFO FO FOPUGPUGPUGPUG WAT PUG PUG PUG PUG PUG PUG PUGPUGPUGPUGPUGPUGGAS GAS CTVCTV FO FO FO FOFOFOFOFOFOFOFO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOTUGPUGPUG PUGPUGPUGPUG PUG PUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUG PUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGXXXFO FOFOFOFOFOFOFOFOFOFOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STO STOSTO ST OSTOSTOSTOSTOSTOSTOSANSANSANSANSAN20.00STOSANSTO STO WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATFRANCE AVENUE SOUTH COUNTY ROAD NO. 17 WEST 70TH STREET8882010 20 10 UTILITY EASEMENT PER THE PLATOF YORKTOWN DOC. NO.1033725 (ITEM NO. 11)22822TELECOMMUNICATIONS EASEMENTPER DOC. NO. 983149 (ITEM NO. 12)SANITARY SEWER EASEMENTPER DOC. NO. (ITEM NO. 11)1520 15SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY)PER DOC. NO. 1033728 (ITEM NO. 14)SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY) PERDOC. NO. 1033728 (ITEM NO. 14)1010PUBLIC ROAD EASEMENT IN PER DOC.NO. 1036934 (ITEM NO. 15)STREET RIGHT OF WAY DEDICATED IN THE PLAT OFYORKTOWN DOC. NO. 1033725 (ITEM NO. 16)40 40 HIGHWAY EASEMENT PER DOC. NO.2189613 (ITEM NOS. 15 & 16)HIGHWAY EASEMENT PER DOC.NO. 2189613 (ITEM NOS. 15 & 16)PUBLIC STREET, DRAINAGE & UTILITYEASEMENT PER DOC. NO. T4859947(ITEM NO. 16)SIDEWALK & UTILITY EASEMENT PERDOC. NOS. T05067233 &T05132844(ITEM NO. 17)SIDEWALK & UTILITY EASEMENTPER DOC. NOS. T05067233 &T05132844 (ITEM NO. 17)TELECOMMUNICATIONSEASEMENT PER DOC. NO.983149 (ITEM NO. 12)EEEEEEEEEMGTSTSTSTSTSTSTSTSTTVTVHHTTTTSTOSTOSTOSTORIM=871.0FULL OFDEBRISRIM=870.6INV(E)=866.4INV(NE)-866.3RIM=871.6INV(E)=865.1INV(W)=864.9INV(S)=866.1RIM=869.1INV(E)=864.5RIM=868.3INV(N/E)=864.3INV(W)=863.6RIM=866.7INV(N)=862.7INV(S)=863.0INV(E/W)=862.6RIM=866.5INV(N)=862.6INV(E)=862.5INV(W)=861.7RIM=871.5INV(E)=867.215"RCPRIM=867.5INV=863.2RIM = 862.97IE = 855.15 (CITY AS-BUILT)RIM=866.8INV(E)=859.4INV(W)=859.1RIM=862.8INV(N)=857.2INV(E)=859.2INV(SE)=857.5INV(SW)=856.3RIM=866.2INV=863.3RIM=869.5FULLOFWATERRIM=871.1INV=868.0RIM=863.4FULL OF ICE & DEBRISRIM=863.1INV(NE)=859.6INV(W)=859.1RIM=861.2INV=858.112" RCPRIM=861.8INV(E)=857.7INV(W)=858.2INV(S)=857.6RIM=862.1INV=857.912" RCPRIM=862.5INV(N)=852.8INV(S)=852.615" RCP21" RCPS12" RCP21" RCP12" RCP21" RCP9" CLAY @ 0.8%24" RCP24" RCP24" RCP12" RCP 8"PVC 12"RCPST-5ST-6ST-4ST-3ST-2ST-116" ASH13" LCH14" ASHGW: 853.5ST-106GW: 852.7GW: 853.5GW: 857.5GW: 848.6GW: NOT OBSERVEDGW: NOT OBSERVEDST-101GW: 852.9ST-102GW: 853.5ST-103ST-104GW: 854.6ST-105GW: NOT OBSERVEDGW: 853.4ST-107GW: NOT OBSERVEDST-108GW: NOT OBSERVED15" RCPSTOSTOSTOCOMMERCIAL/RETAIL SPACEFOOTPRINT = 44,300 SFFFE (TENANT A) = 870.00FFE (TENANT B) = 870.00FFE (TENANT C) = 867.50FFE (TENANT D) = 869.20FFE (OFFICE LOBBY) = 869.20FFE (LOADING DOCK) = 866.00MULTI-FAMILY HOUSINGBUILDING FOOTPRINT = 52,050 SFFFE (RESIDENTIAL) = 870.75PARKING RAMPFOOTPRINT = 23,595 SFFFE = 866.50LOE = 866.50LFE = 866.50LFE = 856.00LFE = 860.00LFE = 860.75LFE = 857.00XXPROPOSED FINANCIALINSTITUTIONFOOTPRINT = 6,200 SFFFE = 866.00LFE = 866.00LOE = 866.00XXXXXLOE = 866.00LFE = 856.00LOE = 867.00LFE = 857.00CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVPUGPUGPUGCTVCTVCTVCTVCTVCTVPUGPUGPUGPUGPUG18" PVC ROOF DRAINIE=863.6415" PVC ROOF DRAINIE=861.0090" CONTECH CMP PIPESBOTTOM OF ROCK=855.50BOTTOM OF PIPES=856.50OUTLET ELEVATION=858.50INFILTRATION VOLUME=18,792 CF100-YEAR FLOOD VOLUME=60,076 CF100-YEAR HWL=863.34STMH 101RIM=863.36IE(S,N,E)=856.6028 LF - 15" RCP@ 1.07%54 LF - 15" RCP @ 1.43%REPLACE STMH 100RIM=863.13IE(W,N)=856.30STMH 102RIM=864.76IE(SW,E)=857.37202 LF - 15" RCP @ 0.50%STMH 103RIM=866.71IE(NE,W)=858.38OCS 104RIM=866.37IE(N)=856.50IE(SW)=858.5024 LF - 15" RCP @ 0.50%CBMH 201RIM=865.36IE(S)=860.66IE(E)=860.58IE(NW)=859.00CB 210RIM=866.22IE(E)=862.7260 LF -21" RCP@ 0.50%STMH 200RIM=866.65IE(W)=862.60IE(SE)=858.70IE(N)=856.503' SUMP=853.50CB 220RIM=865.60IE(W,E)=862.10190 LF - 12" RCP @ 0.50%88 LF - 12" RCP @ 0.50%STMH 202RIM=867.67IE(N)=862.69IE(S)=861.66IE(W)=861.536 LF - 18" PVC@ 2.00%30 LF - TRENCHDRAIN @ 1.00%TRENCH DRAINRIM=869.60IE=868.72TRENCH DRAINRIM=869.72IE=868.72CBMH 301RIM=870.60IE(E)=866.40IE(S,N)=865.0633 LF - 15" RCP @ 0.48%REBUILD STMH 300RIM=871.60IE(N)=867.05IE(E)=865.10IE(S)=864.90IE(W)=864.90CBMH 203RIM=867.00IE(N,S)=863.0265 LF - 12" STM@ 0.50%CONNECT TOCONTECH CMP PIPE.IE=859.8018" PVC ROOF DRAINIE=863.006 LF - 18" PVC@ 2.00%CONNECT TOCONTECH CMP PIPE.IE=859.8018" PVC ROOF DRAINIE=864.506 LF - 18" PVC@ 2.00%CONNECT TOCONTECH CMP PIPE.IE=859.8018" PVC ROOF DRAINIE=864.506 LF - 18" PVC@ 2.00%CONNECT TOCONTECH CMP PIPE.IE=859.8018" PVC ROOF DRAINIE=863.6845 LF - 18" PVC@ 2.00%CONNECT TOCONTECH CMP PIPE.IE=859.8018" PVC ROOF DRAINIE=863.0445 LF - 18" PVC@ 2.00%CONNECT TOCONTECH CMP PIPE.IE=859.8023 LF -12" RCP@ 0.50%17 LF - 15" PVC @ 2.00%CBMH 302RIM=869.51IE(S)=868.70IE(E)=866.00IE(N)=865.35CB 310RIM=870.77IE=867.2772 LF - 12" RCP @ 0.48%29 LF - 12" RCP@ 4.38%REFER TO US BANK LOT PLANS FORLOT SPECIFIC UTILITY INFORMATIONSUMP MH 230RIM=867.14IE(W)=862.14IE(E)=859.88SUMP=856.88SUMP MH 240RIM=868.50IE(W)=862.78IE(E)=859.88SUMP=856.88SUMP MH 250RIM=869.87IE(W)=864.38IE(E)=859.88SUMP=856.88SUMP MH 260RIM=870.64IE(E)=864.38IE(W)=859.88SUMP=856.88SUMP MH 270RIM=868.94IE(E)=862.88IE(W)=859.88SUMP=856.88SUMP MH 280RIM=867.64IE(E)=863.52IE(W)=859.88SUMP=856.88ADJUST STORMMANHOLE CASTINGRIM=862.95SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0029211.10\DWG\CIVIL\0029211.10UT01.DWG EDINA, MN05/13/20227001 FRANCESTORM SEWER PLAN 7001 FRANCEC401 .05/13/2022 DAVID T. BADE . . . 10/16/2020 4530 WEST 77TH STREET SUITE #365 EDINA, MN 55435 ORION/MORTENSON :HVWZRRG3URIHVVLRQDO6HUYLFHV,QFCommon Ground AllianceCall 48 Hours before digging:811 or call811.com### ### or ## 09/13/2021 01/26/2022 02/08/2022 05/06/2022 05/13/2022 PRELIMINARY DEVELOPMENT PLAN / PUD WATERSHED COMMENTS COUNTY SUBMITTAL CITY STORMWATER COMMENTS SITE PLAN REVIEWPROJECT NUMBER: 0029211.10SANEXISTINGPROPOSEDSANITARY SEWERSTOSTORM SEWERWATWATER MAINEASEMENT LINEPROPERTY LINEWATHYDRANTGATE VALVEDRAIN TILEFLARED END SECTION (WITH RIPRAP)LIGHT POLEGASGASGASPUGUNDERGROUND ELECTRICPUGTUGUNDERGROUND TELEPHONETOHPOHOVERHEAD ELECTRICPOHTOHOVERHEAD TELEPHONETOHFOTELEPHONE FIBER OPTICFOCTVCABLE TELEVISIONCTVFMFMSANITARY SEWER FORCE MAINCURB AND GUTTERUTILITY LEGEND1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESEPLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THEINFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIORTO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES.2.ALL SANITARY SEWER, STORM SEWER AND WATER MAIN MATERIAL AND INSTALLATIONS SHALL BE PER CITY REQUIREMENTS, MINNESOTAPLUMBING CODE, AND IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICELINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OFMINNESOTA.3.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSEDWORK OR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OFTHE CONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER.4.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS,PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY CONNECTION LOCATIONS.5.ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY.THE CONTRACTOR SHALL COORDINATE THE SERVICE LINE CONSTRUCTION WITH THE UTILITY COMPANIES.6.CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, AND UTILITIES SHALL BE INSPECTED ANDAPPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED 48-HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANYREQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAINBELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED ORUNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR.7.WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FOR ADDITIONAL PIPE WHEN INSTALLING ONSLOPES OR WHEN DEFLECTIONS ARE REQUIRED. THE JOINT DEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPEMANUFACTURER OR BY LOCAL GOVERNING SPECIFICATIONS. FITTINGS REQUIRED TO CONSTRUCT WATER MAIN SHALL BE INCLUDED INWATER MAIN CONSTRUCTION.8.PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS.9.A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS WITH SANITARY SEWER OR STORMSEWER. THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTION WITHIN 10-FEET OF THE CROSSING. INSULATE CROSSINGS WITHSTORM SEWER.10.UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR NOTED.11.DUCTILE IRON WATER LINES SHALL BE CLASS 52, PER AWWA C115 OR C151. COPPER WATER LINES SHALL BE TYPE K PER ASTM B88. PVCWATER LINES SHALL BE PER AWWA C900 AND INSTALLED PER AWWA C605 IF ALLOWED BY CITY.12.ALL WATER LINES SHALL HAVE 7.5' MINIMUM COVER. INSULATE WATER MAIN IF LESS THAN 7.5' OF COVER. INSULATION SHALL BE DOWSTYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 4 INCHES OF THICKNESS.13.SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE POLYVINYL CHLORIDE (PVC) SDR 35 OR 26. SDR 26 IS REQUIRED FORDEPTHS GREATER THAN 15 FEET. SANITARY SEWER PIPE WITHIN 5 FEET OF THE BUILDING AND UNDER FOOTINGS SHALL BE SCHEDULE 40PER ASTM D2665. ALL PLASTIC SANITARY SEWER SHALL BE INSTALLED PER D2321. SOLVENT WELD JOINTS MUST INCLUDE USE OF APRIMER WHICH IS OF A CONTRASTING COLOR TO THE PIPE AND CEMENT. ALL SANITARY SEWER SHALL BE TESTED ACCORDING TOMINNESOTA PLUMBING CODE, PART 712.0.14.STORM SEWER PIPE:A.RCP AND HDPE PIPE MAY BE INSTALLED WITH APPROVAL OF LOCAL GOVERNING AGENCY.B.REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER, CLASS 3 FOR PIPE DIAMETERS 21" ANDLARGER UNLESS OTHERWISE NOTED, PER ASTM C76 WITH R-4 GASKETS.C.HDPE STORM PIPE 4- TO 10-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF AASHTO M252. HDPE STORM PIPE 12- TO60-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF ASTM F2306. FITTINGS SHALL BE PER ASTM D3212 AND INSTALLED PERASTM D2321.D.PVC STORM SEWER PIPE AND FITTINGS SHALL BE SCHEDULE 40 PIPE PER ASTM D2665 AND INSTALLED PER ASTM D2321.E.CORRUGATED METAL PIPE (CMP) FOR SIZES 18- TO 120-INCH AND MUST MEET ASTM A760 OR ASTM A796 AND BE INSTALLED PERASTM A798. CMP MAY NOT BE INSTALLED WITHIN 10-FEET OF A WATERMAIN, WATER SERVICE, OR A BUILDING.F.ALL STORM SEWER JOINTS AND STRUCTURE CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT AS REQUIRED BY MINNESOTAPLUMBING CODE, PART 707.3. STORM SEWER LOCATED WITHIN 10-FEET OF A BUILDING AND/OR WATER LINE SHALL BE TESTED PERMINNESOTA PLUMBING CODE, PART 712.15.ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PER MINNESOTA RULES, PART 7560.0150.16.POST INDICATOR VALVES SHALL BE CLOW F-5750 (OR EQUIVALENT) MEETING AWWA STANDARD C509 AND CITY STANDARDS. VALVE TOBE MECHANICAL JOINT RESILIENT WEDGE GATE VALVE. POST TO BE ADJUSTABLE FOR 8 FEET WATER MAIN DEPTH. THE ELECTRICAL ALARMSWITCH SHALL BE PART NO. PCVS2 (OR EQUIVALENT).17.AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS-BUILT RECORD OF UTILITYCONSTRUCTION. THE AS-BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TOVERIFY WITH OWNER OR ENGINEER WHETHER A PLAN WITH POST-CONSTRUCTION ELEVATIONS IS REQUIRED.18.ALL MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPED ELEVATIONS.19.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPED ELEVATIONS.GENERAL UTILITY NOTESSDTNOT FOR CONSTRUCTION0'30'60'90'1" = 30'12" SIDE SPACING(TYP.)12"36" INTERIOR SPACING(TYP.)90"'(TYP.)LAST REVISED:08/11/17UNDERGROUND CONTECH STORMWATER STORAGEST20WASHED COURSE AGGREGATE40% VOIDSSUITABLE SUBGRADE MATERIALPAVEMENT SECTION. SEE DETAIL FORSPECIFIC DEPTHS.ON-SITE FILL MATERIAL24" INLET PIPEBOTTOM OF SAND = 855.50SEE PLAN FOR PIPELENGTH24" CONNECTION PIPE6"WEIR WALLELEVATION = 858.5015" STRUCTURE OUTLET PIPEHEADER PIPE PROFILEIE = 856.50IE = 856.50IE = 858.24NOT TO SCALEFOR REFERENCE ONLY. CONTRACTOR TO PROVIDE ENGINEERWITH SHOP DRAWINGS PRIOR TO CONSTRUCTION.SEE PLANLAST REVISED:09/14/20ST04OCS 502 - FROM STORMTECH CHAMBERSAANOTES:1.BASE TO BE GROUTED TO FORM A SMOOTH INVERT TO OUTLET.2.PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED.3.SEE DETAIL ST16 FOR CASTING TYPE.CONCRETE MANHOLEAND BASE TO BECRETEX TYPE 433B ORAPPROVED EQUALMANHOLE COVER TOBE CRETEX TYPE II WITHEITHER 27" ROUND OR24"x36" RECTANGULAROPENINGMINIMUM OF TWO 2"ADJUSTING RINGS24" PVCSECTION A-APLANWEIR ELEVATION(SEE PLAN)WEIR = 858.0015" RCPIE = 857.5624" PVC FROM STORMTECHSYSTEM. VERIFY PIPE SIZE ANDINVERT WITH STORMTECH PLANSIE = 857.0012" PVC MANIFOLD FROM STORMTECHSYSTEM. VERIFY PIPE SIZE AND INVERTWITH STORMTECH PLANS15" RCP SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0029211.10\DWG\CIVIL\0029211.10DT01.DWG EDINA, MN05/13/20227001 FRANCECITY DETAILS 7001 FRANCEC500 .05/13/2022 DAVID T. BADE . . . 10/16/2020 4530 WEST 77TH STREET SUITE #365 EDINA, MN 55435 ORION/MORTENSON :HVWZRRG3URIHVVLRQDO6HUYLFHV,QFCommon Ground AllianceCall 48 Hours before digging:811 or call811.com### ### or ## 09/13/2021 01/26/2022 02/08/2022 05/06/2022 05/13/2022 PRELIMINARY DEVELOPMENT PLAN / PUD WATERSHED COMMENTS COUNTY SUBMITTAL CITY STORMWATER COMMENTS SITE PLAN REVIEWPROJECT NUMBER: 0029211.10NOT FOR CONSTRUCTION0'#########1" = ### SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0029211.10\DWG\CIVIL\0029211.10DT01.DWG EDINA, MN05/13/20227001 FRANCEDETAILS 7001 FRANCEC501 .05/13/2022 DAVID T. BADE . . . 10/16/2020 4530 WEST 77TH STREET SUITE #365 EDINA, MN 55435 ORION/MORTENSON :HVWZRRG3URIHVVLRQDO6HUYLFHV,QFCommon Ground AllianceCall 48 Hours before digging:811 or call811.com### ### or ## 09/13/2021 01/26/2022 02/08/2022 05/06/2022 05/13/2022 PRELIMINARY DEVELOPMENT PLAN / PUD WATERSHED COMMENTS COUNTY SUBMITTAL CITY STORMWATER COMMENTS SITE PLAN REVIEWPROJECT NUMBER: 0029211.104"LAST REVISED:08/08/17WM06WATERMAIN INSULATIONSEWERWATERMINIMUM 2INSULATION LAYERSWITH JOINTSSTAGGERED6" COMPACTEDGRANULAR FILLWATERMAINW.M. COVER WIDTH (W) 4.0'-4.9'8' 5.0'-5.9'6' 6.0'-7.0'4' 7.0' + 0'NOTES:1.INSULATION SHALL BE EXTRUDED POLYSTYRENE (XEPS) INSULATION BOARD, "CERTIFOAM SE" OR"STYROFOAM SM" OR EQUIVALENT.2.INSULATION SHALL BE PLACED ON A SMOOTH, LEVEL FOUNDATION WHICH HAS BEEN FIRMLY COMPACTED.3.SEPARATE LAYERS OF INSULATION USED TO MAKE UP THE 4" THICKNESS SHALL HAVE STAGGERED JOINTSTO ENSURE THE CONTINUITY OF THE INSULATION.4.ALL WATERMAIN/ STORM SEWER CROSSINGS WITH LESS THAN 36" CLEARANCE SHALL BE INSULATED.5.SANITARY SEWER INSULATION SIMILARMINIMUM 1 1/2" THICK INSULATIONLAYERS WITH JOINTS STAGGEREDAND EXTENDING 4' EACH WAYFROM WATERMAIN C/LMECHANICAL COMPACTEDBACKFILL6"W/2W/218" MIN.INSULATION FOR SHALLOW WATER MAININSULATION AT PIPE CROSSING4"ENTRANCE THRU CURB AND GUTTERSI07NOTES:1.1/2" PREFORMED JOINT FILLER MATERIAL- AASHTO M2132.CONCRETE GUTTER SHALL BE PER MnDOT SPEC 2531LAST REVISED:08/15/17PLAN VIEWSECTION A-A1/2" EXPANSION JOINT 3'R MIN.VARIABLE WIDTH TO BE STAKED IN FIELD1/2" EXPANSION JOINT IFMATCHING CONCRETE3'3'R MIN.1/2" EXPANSION JOINTFLOW LINETO BE PAID AS 6" CONC. APRONTO BE PAID AS CONC. C&G TO BE PAID AS CONC. C&GBIT. SURFGUTTERAS DIRECTED BY ENGINEER3.0'TO BE PAID AS6" CONC. D.W.TO BE PAID AS 6" CONC. APRONAA6" MAX.AANOTES:1.PROVIDE A RELATIVELY FLAT MINIMUM 4'x4' LANDING BEHIND THE PEDESTRIAN RAMP, 2% MAXIMUM CROSS SLOPE BOTH DIRECTIONS.2.CURB RAMP AREA TO BE CONCRETE AND MEET LATEST ADA REQUIREMENTS. RAMP CROSS SLOPE 2% MAXIMUM. BACK-TO-BACK PEDESTRIAN RAMPS SHALL HAVE MINIMUM 48'' LANDING BETWEEN, OR PROVIDE AT-GRADE CROSSING.3.SIDE FLARES TO BE CONCRETE AND IMPLEMENTED WHERE ADJACENT TO PAVED AREAS. FLARED SLOPE TO BE 10% MAXIMUM. EXISTING CURB RAMP ALTERATIONS, WITH NO LANDING, SHALL BE 8.33% MAXIMUM. PROVIDE 10% MAXIMUM SLOPE, UNLESS NOTED OTHERWISE.4.ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE MAY NOT BE GREATER THAN 1/4 INCH.5.ADA REQUIRED DETECTABLE WARNING SURFACE(TRUNCATED DOMES) SHALL BE 2' MIN. IN DIRECTION OF LANDING AT CURB AND SHALL EXTEND THE FULL WIDTH OF THE LANDING. AREA SHALL BE CONTRASTING COLOR TO THE ADJACENT WALKING SURFACE WITH A PREFABRICATED CAST IRON TRUNCATED DOME INSERT MEETING THE ADA DOME SIZE AND SPACING REQUIREMENTS.ALAST REVISED:08/15/17PUBLIC PEDESTRIAN CURB RAMPSI09AA332233FACE OFCURBBACK OFCURBFACE OFCURB15158"5' MIN.4' MIN. ORPER PLAN5' MIN.5'-4" MIN. 2' 8"5' MIN.5' MIN.4' MIN. ORPER PLAN5'-4" MIN. 2'CURB FACEOR GUTTER5% APPROACHSLOPE MAXSEE NOTE #41/2" PREFORMEDJOINT FILLER MATERIALRAMP5'-4" MIN.LANDING4' MIN.RAMP 8.33%MAX. SLOPECONCRETE WALKDET. WARN.SURFACEROUND ALL SLOPEDINTERSECTIONSSIDE FLARE 10%MAX. SLOPESIDE FLARE5' MIN.RAMP4' MIN.SIDE FLARE5' MIN.ELEVATION OF RAMPSECTION A-APLAN VIEW OF DIAGONAL RAMPPLAN VIEW OF PERPENDICULAR RAMPNOTES:1.TAPED AREAS TO BE CENTERED AND ALIGNED ON CENTER LINE AND LANE LINES. MAKE ADJUSTMENTS IN CENTER MEDIAN AREA.2.ZEBRA CROSSWALKS SHALL BE WHITE POLYMER-PREFORMED TAPE OR AN ACCEPTABLE EQUIVALENT APPROVED BY THE ENGINEER.3.A MINIMUM OF 1.5 FT. CLEAR DISTANCE MUST BE LEFT ADJACENT TO CURB. IF LAST STRIPED AREA FALLS INTO THIS DISTANCE, IT MUST BE OMITTED.4.REMOVE ALL CONFLICTING PAVEMENT MARKINGS AS DIRECTED BY THE ENGINEER.5.AT SKEWED CROSSWALKS, THE TAPED AREAS ARE TO REMAIN PARALLEL TO THE LANE LINES.6.WHERE PAVEMENT MARKINGS CAN NOT BE INLAYED INTO THE HOT MAT, PAVEMENT SHALL BE GROOVED FOR THE INSTALLATION OF THE POLYMER-PREFORMED MARKINGS. SEE Mn/DOT STANDARD SPECIFICATION 2564.LAST REVISED:08/15/17CROSS WALK STRIPINGSI11PAVEMENT MARKING(TYP.)DRIVING LANE(WIDTH VARIES)6 FT3 FT 3 FTDRIVING LANE(WIDTH VARIES)ROADCLNOTE:1.ALL TRAFFIC FLOW ARROWS TO BE SOLID WHITE REFLECTIVE TRAFFIC PAINT AS PER DIMENSIONS ABOVETRAFFIC ARROWLAST REVISED:08/15/17SI132.001.753.751.002.00R4.75HANDICAP SYMBOLLAST REVISED:08/15/17HANDICAP ACCESSIBLE SIGNAGE AND STRIPINGSI15HANDICAP SIGNNOPARKINGNOTE:BOTTOM OF SIGNS TO BE MOUNTED60"-66" FROM PARKING GRADE, SEESIGN POST INSTALLATION DETAILHANDICAP PARKINGNOTE:STRIPING TO MATCHPARKING, UNLESSPER LOCAL CODENOTE:SEE PLAN FOR PARKING LAYOUTNOPARKINGPARKINGVEHICLE IDREQUIREDUP TO $200 FINEFOR VIOLATIONVANACCESSIBLENOPARKING ACCESS AISLEHANDICAP PARKING SPACE WITHPAINTED INTERNATIONAL SYMBOL OFACCESSIBILITY WITH CONTRASTINGSQUARE BACKGROUND, CENTEREDTOWARD DRIVE AISLE.HANDICAP PARKINGSIGNS, 12"X18", OR PERLOCAL CODEHANDICAP SIGNCENTERED AT HEAD OFSPACE ON CENTER STRIPEHANDICAP PARKING ACCESSAISLE WITH PAINTED 12"HIGH LETTERING OF "NOPARKING" CENTEREDTOWARD DRIVE AISLEPER CITY CODE HANDICAP VANACCESSIBLE PARKINGSIGN, 12"X16", OR PERLOCAL CODE, ASAPPLICABLEFACE OF CURBSIDEWALKHANDICAP SIGNCENTERED AT HEAD OFSPACE, 2' MIN. AND 8'MAX. FROM FACE OFCURB2"-0"2"-0"10" DIAMETER CENTERSYMBOL IN PARKING STALL,ALL LINES TO BE 5" WIDE2"-0"NOPARKING4" WIDE PAINTED STRIPINGAT 45 DEGREES AND AT 2'O.C. AT ACCESS AISLE8'MIN.8'MIN.8'MIN. SI19PAVEMENT SECTIONS SHOWN ARE FOR PLANNING PURPOSES ONLY.REFER TO GEOTECHNICAL REPORT FOR FINAL PAVEMENT SECTIONS.LAST REVISED:08/15/17PAVEMENT SECTIONS2" MnDOT TYPE SPWEA340E WEARING COURSE2" MnDOT TYPE SPNWB330E BASE COURSE8" MnDOT SPEC. 3138 CLASS 55" CONCRETE PAVEMENT W/ #4 REBAR AT 16" O.C. EACH WAY4" MnDOT SPEC. 3138 CLASS 5CONCRETE PAVEMENTBITUMINOUS PAVEMENT (HEAVY DUTY)BITUMINOUS PAVEMENT (STANDARD DUTY)COMPACTED SAND SUBGRADE (100% STANDARD PROCTOR)COMPACTED SAND SUBGRADE (100% STANDARD PROCTOR)MNDOT SPEC. 2357 BITUMINOUS TACK COAT1.5" MnDOT TYPE SPWEA340E WEARING COURSE2" MnDOT TYPE SPNWB330E BASE COURSE6" MnDOT SPEC. 3138 CLASS 5COMPACTED SAND SUBGRADE (100% STANDARD PROCTOR)MNDOT SPEC. 2357 BITUMINOUS TACK COAT6" COMPACTED CL. 5 AGGREGATEBASE, MNDOT 3138, 2211LAST REVISED:08/15/17HEAVY DUTY CONCRETESECTION LOADING DOCKSI21NOTES:1.CONCRETE SHALL BE REINFORCED WITH WELDED WIRE FABRIC OR REINFORCED BARS TO ASSIST IN CONTROLLING CRACKING FROM DRYING SHRINKAGE AND THERMAL CHANGES.2.SAWED OR FORMED CONTROL JOINTS SHOULD BE INCLUDED FOR EACH 225 SQUARE FEET OF AREA OR LESS (15 FEET BY 15 FEET). CONTRACTOR SHALL PREPARE JOINTING PATTERN AND SUBMIT TO ENGINEER PRIOR TO CONSTRUCTION.3.SAW CUTS SHOULD NOT CUT THROUGH THE WELDED WIRE FABRIC OR REINFORCING STEEL AND DOWELS SHOULD BE UTILIZED AT FORMED AND/OR COLD JOINTS.4.DOWELS SHALL BE UTILIZED AT FORMED AND/OR COLD JOINTS. DOWELS SHALL BE 30" LONG 1/2" DIAMETER SMOOTH AND GREASED TIE BARS AT 30" SPACING, MINIMUM 18" FROM PAVEMENT EDGE.7" 4000 PSI TYPE 3 CONCRETESURFACE COMPACTION2"4"AAMOUNTABLE CURB & GUTTERCONSTRUCTION AT CATCH BASINLAST REVISED:08/15/17SI28PERSPECTIVESECTION A-ANOTE:MOUNTABLE CURB & GUTTER TO BEFORMED INTO A B618 TYPE AT CATCH BASINMOUNTABLE CONCRETECURB & GUTTERCATCH BASIN FRAME& COVER#4 REBAR2" DEPRESSION10' MIN. TRANSITIONDESIGN GUTTERLINE GRADENEENAH FRAME & COVER R-3067-V WITHTYPE V GRATE OR APPROVED EQUALEXPANSION JOINTTOP OF CURB10' MIN.TRANSITION10' MIN.TRANSITIONFLOWNO SCALENO SCALEAALAST REVISED:08/15/17TRANSITION CURBSI31PERSPECTIVESECTION A-ANO SCALENO SCALEB6 STYLE CURBSEE DETAIL SI01TRANSITIONVARIESLAST REVISED:08/15/17SI40MODULAR BLOCK RETAINING WALL8"NOTE:CONTRACTOR TO PROVIDE ENGINEERING ANDSHOP DRAWINGS IF WALL IS GREATER THAN 4FEET TALL. CONTRACTOR TO SUBMIT WALLBLOCK TYPE, SIZE, AND COLOR FOR APPROVAL.1" - 1 1/4"SWALE AT TOP OF WALLMAY BE REQUIRED, VERIFY8" MIN. LOW PERMEABLE SOILFILTER FABRICUNIT DRAINAGE FILL(3/4" CRUSHED ROCKOR STONE)APPROXIMATE LIMITSOF EXCAVATION4" PERFORATED PVC DRAINTILEWRAPPED IN FILTER FABRIC,DAYLIGHT OR TO STORM SYSTEM,AS REQUIREDUNREINFORCED CONCRETE ORCRUSHED STONE LEVELING PADFINISHED GRADECONCRETE MODULAR BLOCKANCHORING PINS (AS REQUIRED)CAP UNIT, ADHERED TO TOPCOURSE WITH ADHESIVEFOUNDATIONSOILRETAINED SOILDESIGN HEIGHT LAST REVISED:08/15/17FENCE AT MODULAR BLOCK WALLSI41NOTE:CONCRETE SLEEVE (AND/OR FOOTING) TO BE SET DURING WALLCONSTRUCTION, NOT DRILLED THROUGH GEOGRID AFTERWARDS, WHEN DIRECTLY BEHIND UNITS.CONCRETE MODULARBLOCKFENCE POSTFENCE POST CONCRETEFOOTING AND SLEEVE,DIAMETER, AND DEPTH PERFENCE SPECIFICATIONSGEOGRIDCAP UNIT, ADHERED TO TOPCOURSE WITH ADHESIVEANCHORING PINS (AS REQUIRED)3.5' MIN. 12"12"TREADLAST REVISED:08/15/17CONCRETE STAIR AND RAILINGSI48NOTES:1.CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR APPROVAL. FIELD VERIFY CONDITIONS.2.RAILING AND STAIRS BOTH SIDES OF STAIRS AND PER ADA REQUIREMENTS.3.ALL HARDWARE TO BE GALVANIZED OR STAINLESS STEEL, AND FINISH TO MATCH RAILING.4.RAILING FINISH TO BE PRIMED AND PAINTED. COLOR TO PER OWNER.HAND RAIL, 1 1/2" DIAMETERTUBULAR STEEL, WELD ANDGRIND ALL JOINTS, POSTS 6'MAXIMUM SPACING3" RADIUS(TYP.)1/2" RADIUS,NOSECONCRETESTEPS WITHNON-SLIP FINISHMNDOT 3138 CLASS 5AGGREGATE BASE#4 REBAR @12" O.C. MAX.EACH WAY,3" CLEAR#5 REBAR @ NOSE,2" CLEAR(TYP.)ADJACENT PAVEMENT(TYP.)EXPANSION JOINT(TYP.)RAILING POST:SURFACE MOUNTOR EMBEDDED(6" DEPTH)TREAD SLOPE1/8" PER FT.SEE PLAN12"3'-0" 1'-6"12"1"6" RISERLAST REVISED:08/15/17SI50TYPICAL CURB CUT SECTION AT DRIVEWAYS3'18'3'TRANSITION TO B618CURBB618 CURB12'B618 CURBC/L DRIVEWAYSETBACK LINEPROPERTY LINE3NOTES:1.VERIFY DRIVEWAY LOCATION WITH DEVELOPER2.VERIFY MAXIMUM DRIVEWAY WIDTH WITH CITY3.LOCATION SHOWN TYPICAL FOR GARAGE RIGHT ON TANGENT OF THE ROADX'TRANSITION TO B618CURB12"MIN.LAST REVISED:08/15/17MACHINE SLICED SILT FENCE(HEAVY DUTY)GD03FLOWFLOW RUNOFFNOTES:1.INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN ACCUMULATED TO 1/2 THE HEIGHT OF THE FABRIC OR MORE.2.REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED.3.SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.4.ALL ENDS OF THE SILT FENCE SHALL BE WRAPPED UPSLOPE SO THE ELEVATION OF THE BOTTOM OF FABRIC IS HIGHER THAN "PONDING HEIGHT".5."HEAVY DUTY" IS SAME AS MACHINE SLICED ONLY HAND INSTALLED.WOVEN MONOFILAMENT (36" WIDE)FILTER FABRIC, ATTACHSECURELY TO UPSTREAMSIDE OF POST WITH 3-50LBTENSILE STRENGTH PLASTICZIP-TIES PER POST WITHINTOP 8" OF FABRIC5' STEEL T-POSTFABRIC SLICED INTOSOIL WITHCOMPACTED BACKFILL5' STEEL T-POST6'-0" MAX.SPACINGSTANDARD DETAILPONDING HEIGHTTRENCH WITH NATIVE BACKFILLLAST REVISED:08/15/17CONSTRUCTION ENTRANCEGD05NOTES:1.FILTER FABRIC SHALL BE PLACED UNDER ROCK/WOOD CHIPS TO STOP MUD MIGRATION THROUGH ROCK/WOOD CHIPS.2.WOODCHIPS USED FOR CONSTRUCTION ENTRANCES MUST BE 80% NOT LESS THAN 2-INCHES AND NOT MORE THAN 5-INCHES. NO CHIPPED-UP MANUFACTURED WOOD AND/OR CHEMICALLY TREATED IS ALLOWED.3.ENTRANCES MUST BE MAINTAINED REGULARLY TO PREVENT SEDIMENTATION ON PUBLIC ROADWAYS. FUGITIVE ROCK OR WOODCHIPS WILL BE REMOVED FROM ADJACENT ROADWAYS DAILY OR MORE FREQUENTLY AS NECESSARY.4.LENGTH AND WIDTH TO BE ADJUSTED FOR SITE CONDITIONS.HARD SURFACEPUBLIC ROAD1"-2" WASHED ROCKOR WOODCHIPS PERSPECIFICATIONS18" MINIMUM CUT OFF TOMINIMIZE RUNOFF FROM SITEROCK=12" MIN.WOODCHIPS=18" MIN.2 0 ' M IN .WID TH 50' MIN.12' MIN.15' MIN.VARIESLAST REVISED:08/15/17CONCRETE WASHOUT AREAGD08AANOTES:1.CONCRETE WASHOUT AREAS WILL HAVE AN IMPERMEABLE LINER TO PREVENT CONCRETE WASHOUT WATER FROM INFILTRATING/CONTACTING WITH SOIL.2.IMPERMEABLE LINER INCLUDES 10 MIL POLY LINER OR COMPACTED CLAY LINER.3.WASHOUT SYSTEMS CAN BE USED AS ALTERNATE WASHOUT AREAS.ROOF ACCESSEARTH BERMMULCH & SEEDSILT FENCECONCRETEWASHOUT SIGNIMPERMEABLE LINERSILT FENCE1.5'MIN.SECTION A-APOCKETNOTES:1.ALL GEOTEXTILE USED FOR INLET PROTECTION SHALL BE MONOFILAMENT IN BOTH DIRECTIONS, (MEETING MnDOT SPEC. 3733 GEOTEXTILES)2.FINISHED SIZE (INCLUDING POCKETS) SHALL EXTEND A MINIMUM OF 10" AROUND THE PERIMETER TO FACILITATE MAINTENANCE OR REMOVAL.3.DO NOT INSTALL PROTECTION IN INLETS SHALLOWER THAN 30". THE INSTALLED BAG SHALL HAVE A MINIMUM SIDE CLEARANCE BETWEEN THE INLET WALLS AND THE BAG, MEASURED AT THE BOTTOM OF THE OVERFLOW HOLES, OF 3". WHERE NECESSARY THE CONTRACTOR SHALL CLINCH THE BAG (USING PLASTIC ZIP TIES) TO ACHIEVE THE 3" CLEARANCE.LAST REVISED:08/15/17STORM DRAINFILTER BAG INSERTGD10FLAP4"INLET SPECIFICATIONSTO MATCH THE PLANDIMENSION LENGTHAND WIDTH21MINIMUM DOUBLESTITCHED SEAMS ALLAROUND SIDE PIECESAND ON FLAP POCKETSFRONT, BACK, ANDBOTTOM TO BEMADE FROM SINGLEPIECE OF FABRIC2"x4" HOLE SHALL BEHEAT CUT INTO ALLFOUR SIDE PANELSUSE REBAR OR STEEL RODFOR REMOVAL ( FOR INLETSWITH CAST CURB BOX,REPLACE ROD WITH WOOD2" X 4") . EXTEND 10"BEYOND GRATE ON BOTHSIDES, SECURE TO GRATEWITH WIRE OR PLASTIC TIES412" 12"12"2"LAST REVISED:08/15/17INLET PROTECTION WITH ROCK LOGGD11NOTE:1.ALL GEOTEXTILE USED FOR INLET PROTECTION SHALL BE MONOFILAMENT IN BOTH DIRECTIONS. (MEETING SPEC. 3733 (TYPE 1) GEOTEXTILES, PROPOSED 2005 EDITION)ENDS SECURELYCLOSED TO PREVENTLOSS OF OPENGRADED AGGREGATEFILL. SECURED WITH50 PSI ZIP TIEOVERLAP ENDS 6"4' LONG AND 5" DIAMETER GEOTEXTILE SOCK.SEAM JOINED BY TWO ROWS OF STITCHINGWITH A PLASTIC MESH BACKING ORHEATBONDED. (OR APPROVED EQUIVALENT)FILL ROCK LOG WITH OPEN GRADEDAGGREGATE CONSISTING OF SOUND,DURABLE PARTICLES OF CRUSHED QUARRYROCK OR GRAVEL CONFORMING TO 3137,CA-3 (<1.5") GRADATION (OR EQUIVALENT).6"MAX.8"ANOTES:1.PROVIDE A RELATIVELY FLAT MINIMUM 4'x4' LANDING BEHIND THE PEDESTRIAN RAMP, 2% MAXIMUM CROSS SLOPE BOTH DIRECTIONS.2.CURB RAMP AREA TO BE CONCRETE AND MEET LATEST ADA REQUIREMENTS. RAMP CROSS SLOPE 2% MAXIMUM. BACK-TO-BACK PEDESTRIAN RAMPS SHALL HAVE MINIMUM 48'' LANDING BETWEEN, OR PROVIDE AT-GRADE CROSSING.3.SIDE FLARES TO BE CONCRETE AND IMPLEMENTED WHERE ADJACENT TO PAVED AREAS. FLARED SLOPE TO BE 10% MAXIMUM. EXISTING CURB RAMP ALTERATIONS, WITH NO LANDING, SHALL BE 8.33% MAXIMUM. PROVIDE 10% MAXIMUM SLOPE, UNLESS NOTED OTHERWISE.4.ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE MAY NOT BE GREATER THAN 1/4 INCH.5.RAMP AND FLARED SIDE SURFACE TO BE MEDIUM BROOM FINISH, PERPENDICULAR TO TRAVEL PATH.6.WALK SHALL BE PER MnDOT SPEC 2521 MIX NO. 3A32 WITH A 28-DAY DESIGN STRENGTH OF 3900-PSI.ALAST REVISED:08/15/17PRIVATE PEDESTRIAN CURB RAMPSI092PLAN VIEW OF DIAGONAL RAMPPLAN VIEW OF PERPENDICULAR RAMPSECTION A-AELEVATION OF RAMP32333FACE OFCURB5BACK OFCURB5FACE OFCURBCURB FACEOR GUTTER5% APPROACHSLOPE MAX1/2" PREFORMEDJOINT FILLER MATERIALRAMP 8.33%MAX. SLOPEROUND ALL SLOPEDINTERSECTIONSSIDE FLARE 10%MAX. SLOPECONCRETE WALK8" 5'-4" MIN.5' MIN.4' MIN. ORPER PLAN5' MIN.5'-4" MIN.5' MIN.5' MIN.4' MIN. ORPER PLANRAMP5'-4" MIN.LANDING4' MIN.SIDE FLARE5' MIN.RAMP4' MIN.SIDE FLARE5' MIN.AA1143'-0"7'-0"3'-0"SIGN INSTALLEDIN LANDSCAPE AREAHANDICAP STALL PARKING SIGNINSTALLED IN PARKING LOTNOTE:1.SIGN TO BE 2-SIDED WHERE HANDICAP PARKING STALLS FACE ONE ANOTHER.2.PARKING GRADE IS DEFINED AS EITHER FLOW LINE OF CURB OR PAVEMENT SURFACEAT THE HEAD OF THE STALL.12"LAST REVISED:06/15/19SIGN POST INSTALLATIONSI14CONCRETE CURB &GUTTERCAP REQUIRED2" GALVANIZEDSTEEL PIPE,ROUND, SET INCONCRETEMOWING EDGEPAVEMENT6" STEELCASINGCONCRETEFOOTING2'-0"MIN.10"BOTTOM OF THELOWEST SIGN TOBE MOUNTED60"-66" FROMPARKING GRADE2'-0"MIN.3'-6" MIN. FROSTDEPTH IF GREATERCONCRETE CROSS GUTTERSI06NOTES:1.1/2" PREFORMED JOINT FILLER MATERIAL- AASHTO M2132.CONCRETE GUTTER SHALL BE PER MnDOT SPEC 2531LAST REVISED:08/15/17EXPANSION JOINT(TYP.)SLOPE3/4" per ft3'7"#4 REBARSECTION A-A3' MIN.GUTTER FLOW LINEAA1LAST REVISED:01/09/20B6 STYLE CURB AND GUTTERSI01NOTES:1.EXPANSION JOINT SPACING IS 100'2.MIN. 3" CL. 5 UNDER C.&G.3.CURB SHALL BE PER MnDOT SPEC 25317"8"X"Y"6"13 1/2"Curb TypeXYB612B618B62424"18"12"20"26"32"SLOPE 3/4" PER FT.13R-3"R=3"R=1/2"TIP OUT SLOPE 3/4" PER FT.LAST REVISED:11/29/18FLUSH CURB AND GUTTERSI02-D12"8"20"SLOPE GUTTER TO MATCH(3/4" PER FT. TYP)TIP GUTTER OUT AS REQUIRED3" RADIUS1/2" RADIUS7"1/4" BACK8.5" SERVICE / DOCK1,561 SFCOURTYARDENTRYFUTUREVERTICALCIRCULATION34,977 SFPARKING5,058 SFLOBBY886 SFCOMMON / CIRCULATION2,373 SFBOH444 SFCOMMON / CIRCULATION501 SFRETAIL349 SFRETAIL522 SFRETAIL2,393 SFRETAIL SPACEEXITENTERSPEED RAMP UPSPEED RAMP DOWN0'-0"0'-0"0'-0"0'-0"UPPUBLIC BIKE STORAGE / REPAIR9101112131415232221242531323321?4567834353637383940414243171819202726282930COMMERCIAL/RETAIL SPACEFOOTPRINT = 44,300 SFFFE (HOSPITALITY) = 870.00FFE (OFFICE LOBBY) = 868.00FFE (LOADING DOCK) = 866.00MULTI-FAMILY HOUSINGBUILDING FOOTPRINT = 52,050 SFFFE (RESIDENTIAL) = 870.75PARKING RAMPFOOTPRINT = 23,595 SFFFE = 866.50LOE = 866.50LFE = 866.50TXXX60'-5"60'-5"198'-0"8'-0"8'-0"8'-0"8'-6"8'-6"8'-6"(13) STALLS(10) STALLS CCCCCC120'-10"1'-3"9"ELEVATOR & STAIRSSTAIRAASPEED RAMP UP403938373635343332313029282021111098765427262524230'-0"0'-0"0'-0"0'-0"321C22OPTION C2 - GROUND LEVELBB41424344454648495051525347PUBLIC BIKE STORAGE / REPAIR19PASS-THROUGHRAMP ACCESSPEDESTRIANRAMP ACCESSVEHICLEXXXXXXXXWAT CTVCTVCTVCTVCTV CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVXXXXXX STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STO STOSTOSTOSTO ST OSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSANSANSANSANSANSANSAN WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT70.00WEST 70TH STREET110N. LINE OF SEC. 32, TWP. 28, RGE. 24NW CORNER OF SEC. 32,70.00N89°50'44"E 505.00S00°11'54"E 496.57S89°48'06"W 524.96N00°12'08"W 476.97 28.27N44°49'18"EMT STSTSTSTSTSTSTTVTVHHTTTTSTO STOSTOSTOSTOSTOSTOSBAAAAAAGBCBCBCBCGGGCKGCBGCBGCBCBCBCBCBCBCBCBCBGGGCBCBCBCBCBCBCBBBGBHHAWALKCCIP PLANT BED CURBDCIP RETAINING WALLELIMESTONE FEATURESTREE GRATESFBENCH FEATURESGWASTE AND RECYCLINGHBIKE RACKSICANOPY/ PERGOLA FEATUREJSCULPTURAL/ ART MOMENTPLAN KEYNOTES:BPLANTING BEDKSTAIR W/HANDRAILSLMRETAINING WALLNSIGNAGEOTABLE AND CHAIRS CONCRETE PAVINGDECORATIVE PAVING ADECORATIVE PAVING BTURFPLANT BEDSTORM FILTRATION FEATURELANDSCAPE SITE PLAN HATCH LEGEND:SITE PLAN01L1.0 20'40'10'0'SCALE:1"=20'SignatureTyped or Printed NameLicense #DateCONFLUENCE PROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNO T FO RCONSTRUCTION I hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota9/10/2021 11:30:10 AM 20364JCTM70th & FranceResidential (Site A)70th & FranceResidential (Site A)7001 France Avenue South, Edina, MNSITE PLAN REVIEW5/13/2022No.DescriptionDateLANDSCAPE ARCHITECT530 N THIRD ST, SUITE 120,MINNEAPOLIS, MN 55102PH: 612.333.3702 FAX: 515.288.8359www.thinkconfluence.comL1.0SITE A LANDSCAPE SITE PLAN EXITENTERSPEED RAMP UPSPEED RAMP DOWN0'-0"0'-0"0'-0"0'-0"UPPUBLIC BIKE STORAGE / REPAIR9101112131415232221242531323321?4567834353637383940414243171819202726282930COMMERCIAL/RETAIL SPACEFOOTPRINT = 44,300 SFFFE (HOSPITALITY) = 870.00FFE (OFFICE LOBBY) = 868.00FFE (LOADING DOCK) = 866.00MULTI-FAMILY HOUSINGBUILDING FOOTPRINT = 52,050 SFFFE (RESIDENTIAL) = 870.75PARKING RAMPFOOTPRINT = 23,595 SFFFE = 866.50LOE = 866.50LFE = 866.50TXXXPROPOSED FINANCIALINSTITUTIONFOOTPRINT = 6,200 SFFFE = 866.00LFE = 866.00LOE = 866.00XXXXXXXXGAS GAS GAS GASFOFOFOFO FOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FOFOFOFO FO FO FO FO WAT GAS GAS GASCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOFOFOFOFOTUG TUGCTVCTVCTVCTVCTVCTV CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVXXXXXXFO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOXXXX PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGFND.STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STOSTO STOSTOSANSANSANSANSANSANSANSTOWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWEST 70TH STREET110N. LINE OF SEC. 32, TWP. 28, RGE. 24TWP. 28, RGE. 24N89°50'44"E 505.00S00°11'54"E 496.57S89°48'06"W 524.96N00°12'08"W 476.97 28.27N44°49'18"E EEEEEEEMGGGTSTSTSTSTSTSTSTSTTVTVHHTTTTSTO STOSTOSTOSTOSTOSTOSCONCRETE PAVINGDECORATIVE PAVING ADECORATIVE PAVING BTURFPLANT BEDSTORM FILTRATION FEATURELANDSCAPE SITE PLAN HATCH LEGEND:TREESCOMMON / BOTANICAL NAMECONTCALAsSienna Glen Maple / Acer x freemanii `Sienna` TMB & B2.5"CalBnRiver Birch (Single Stem) / Betula nigraB & B2.5"CalGsSkyline Honey Locust / Gleditsia triacanthos `Skyline`B & B4.5"CalGcTrue North Kentucky Coffeetree / Gymnocladus dioica `UMNSynergy` TMB & B5.5"CalTgGreenspire Linden / Tilia cordata `Greenspire`B & B4"CalUpAmerican Elm / Ulmus americana `Princeton`B & B3.5"CalPLANT SCHEDULE SITE A PLANTINGSITE A LANDSCAPE PLANTING PLAN1L1.1 20'40'10'0'SCALE:1"=20'SignatureTyped or Printed NameLicense #DateCONFLUENCE PROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FORCONSTRUCTIONI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota9/10/2021 11:30:10 AM 20364JCTM70th & FranceResidential (Site A)70th & FranceResidential (Site A)7001 France Avenue South, Edina, MNSITE PLAN REVIEW5/13/2022No.DescriptionDateLANDSCAPE ARCHITECT530 N THIRD ST, SUITE 120,MINNEAPOLIS, MN 55102PH: 612.333.3702 FAX: 515.288.8359www.thinkconfluence.comL1.1SITE A LANDSCAPE PLANTINGPLANUNDERSTORY PLANTING PALETTE TURF @ PLANT BED04L2.01-1/2" - 1'-0"FINISHED GRADE AND EDGECONDITION VARIES - SEE PLANFOR CONDITION.3/16" METAL EDGERW/STAKE, PER SPEC.PLANT BED / GRASS MIXAREA MAY OCCUR, SEE PLAN.11EACH TREE SHALL BE PLANTED SUCHTHAT THE ROOT FLARE IS VISIBLE AT THETOP OF THE ROOT BALL. IF THE ROOTFLARE IS NOT VISIBLE, THE SOIL SHALL BEREMOVED IN A LEVEL MANNER FROM THEROOT BALL TO WHERE THE FIRST MAINORDER ROOT (12" DIA. OR LARGER)EMERGES FROM THE TRUNK. SET MAINORDER ROOT 1" HIGHER THAN ADJACENTGRADE. DO NOT COVER TOP OF ROOTBALL WITH SOIL.SCARIFY SIDES OF TREE PIT WITH SPADEBY HAND TO BIND WITH PREPARED SOIL.PLANTING PIT TO BE TWO TO FIVE TIMESTHE DIAMETER OF ROOT ALL, SLOPEDTAMP SOIL AROUND ROOT BALL BASEFIRMLY WITH FOOT PRESSURE SO THATROOT BALL DOES NOT SHIFT.DRAINAGE TRENCH AS REQUIRED PERPERCOLATION TEST IN SPEC. AUGER A 4"DIA. HOLE & FILL W/ 34" GRAVEL.PLACE ROOT BALL ON UNDISTURBED ORCOMPACTED SOIL.DIG PLANTING PIT 4-6" DEEPER THANROOTBALL.UNDISTURBED SUBGRADE.REMOVE BURLAP, WINE, ROPE ANDWIRE FROM TOP HALF OF ROOT BALL.COMPACT PLANTING SOIL TO85% OF MAXIMUM DRY UNITWEIGHT PER ASTM D 698.EDGE CONDITION VARIES, SEEPLAN.4" BUILT-UP EARTH SAUCERBEYOND EDGE OF ROOT BALL.3" SHREDDED HARDWOODMULCH. DO NOT PLACE MULCHIN CONTACT WITH ROOT FLARE.RODENT TRUNK PROTECTIONFOR DECIDUOUS TREES: 12"HARDWIRE-CLOTH MESHCYLINDER. DIMENSIONS: 8"DIAMETER (OR GREATER) X 36"HEIGHT. STAKE IN PLACE,AVOIDING ROOTS. SEE SPEC.TREE PLANTING DETAIL, TYP.01L2.01/2" = 1'-0"SEE PLAN12"MIN.PREPARE SOIL FORTHE ENTIRE BED4"3" SHREDDED HARDWOOD MULCH. DONOT PLACE MULCH IN CONTACT WITHSHRUB STEM.NOTE: SEE SPECIFICATION SECTIONRELATED TO EXTERIOR PLANTING.CONTAINER GROWN MATERIAL SHALLHAVE ROOTS HAND LOOSENED.MIN.4" DEEPER THAN ROOT BALL.SCARIFY SIDES AND BOTTOM OF ENTIREBED WITH SPADE BY HAND TO BIND WITHPLANTING SOIL.UNDISTURBED SUBGRADE.PLANTING DETAIL, TYP.02L2.01/2" = 1'-0"5' DIAMETER MULCH RING, TYP.12"12"12"12"12"PLANSECTION AFILTRATION BASIN SUBGRADE, SEE CIVILPLANTING SOIL MIX, SEE CIVIL FOR DEPTH,3" HARDWOOD MULCHPLUG, SEE MIX FOR SPECIESA'A1/2" SCALESTORM FEATURE PLUG LAYOUT03L2.01/2" = 1'-0"SEE PLAN SEE PLAN SEEPLANSE E PL A N PLANSECTION A'-AA'ASignatureTyped or Printed NameLicense #DateCONFLUENCE PROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FORC O N S T R U C T IO N I hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota9/10/2021 11:30:10 AM 20364JCTM70th & FranceResidential (Site A)70th & FranceResidential (Site A)7001 France Avenue South, Edina, MNSITE PLAN REVIEW5/13/2022No.DescriptionDateLANDSCAPE ARCHITECT530 N THIRD ST, SUITE 120,MINNEAPOLIS, MN 55102PH: 612.333.3702 FAX: 515.288.8359www.thinkconfluence.comL2.0SITE A LANDSCAPE DETAILS Signature Typed or Printed Name License #Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 5/17/2022 9:46:32 AMA0.1 EXISTING SITE IMAGES 220535 Author Checker 05/12/22 70th & France Residential 70th & France Residential 7001 W 70th St Edina, MN 55435 SITE PLAN REVIEW 5/13/2022 No. Description Date RAMP UP RAMP UP EWING AVE SDREW AVE S70TH STREET W 71ST STREET W BUILDING ENTRANCE BUILDING ENTRANCE PARKING GARAGE ENTRANCE PARKING GARAGE ENTRANCEFUTURE OFFICE TOWERFUTURE PARKING STRUCTURE10'-5"10'-11"19'-3"12'-11"15'-4"20'-5"24'-0"7'-10"6'-6"3'-10"6'-5"8'-3"8'-6"20'-0"8'-6"8'-4"8'-1" BUILDING EXTENTS 182'-0" TO P.L. 42'-5"TO P.L.13'-8"BUILDING EXTENTS290'-2"TO. P.L.30'-2"TRANSFORMER AREA Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 5/17/2022 9:46:33 AMA0.2 SITE PLAN 220535 Author Checker 05/07/22 70th & France Residential 70th & France Residential 7001 W 70th St Edina, MN 55435 SITE PLAN REVIEW 5/13/2022 No. Description Date 1/16" = 1'-0"A0.2 1 SITE PLAN D 5 T5 A B.2 B.6A.1 A.6 C.2 C.7 T1 7 6 4 3 2 T2 T3 T4 LOADING TRASH/ RECYCLING MOVE IN UTILITY 8 1 B C 4.96%UPDN34,977 SF PARKING 5,058 SF RESIDENTIAL LOBBY 886 SF COMMON / CIRCULATION 2,373 SF BOH 444 SF COMMON / CIRCULATION 15' - 0"29' - 0"15' - 0"15' - 0"30' - 0"15' - 0"15' - 0"29' - 0"15' - 0" 178' - 0"26' - 4"18' - 10"27' - 6"27' - 6"27' - 6"27' - 6"27' - 6"2' - 1"30' - 0"28' - 6"30' - 0"13' - 1"1' - 10"286' - 4"PARKING ENTRY/EXITOVERHEADDOORFLEXPARKINGFLEXPARKINGFLEXPARKINGROLLING OVERHEAD SCREEN OVERHEADDOOROVERHEADDOOROVERHEADGATEOVERHEADGATEOVERHEADGATEROLLING OVERHEAD SCREEN ROLLING OVERHEAD SCREEN 501 SF RETAIL 349 SF RETAIL 522 SF RETAIL OVERHEAD DOOR REFER TO LEVEL P0.5 FOR PARKING LAYOUT OVERHEADDOOR100'-0" 870.75' 100'-0" 100'-0" 870.75' 870.00'870.75'870.00'870.75'870.00' 99'-3" 97'-9" 96'-3" 867.00' 96'-3" 99'-3"1.80%2.50%2.50%4.06%DNDN DN 97'-9" 97'-9" 867.75' 867.25' 867.00' 869.75' 869.25' 868.75' T T 2,393 SF RETAIL OPTION [No Slope] 868.50' 870.75' 870.00' 870.75' 870.75'TRANSFORMERSPARKING ENTRY/EXIT HATCHED AREAS ILLUSTRATE SLOPED PT CONCRETE Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 5/17/2022 9:46:34 AMA1 FLOOR PLAN - LEVEL 1 220535 70th & France Residential 70th & France Residential 7001 W 70th St Edina, MN 55435 SITE PLAN REVIEW 5/13/2022 1/16" = 1'-0"A1 2 LEVEL 1 FLOOR PLAN No. Description Date 11,080 SF STORAGE OPTION 174 SF COMMON / CIRCULATION *REQUIRED IF STORAGE EXISTS 3.20%1,207 SF CORE 11,283 SF PARKING Signature Typed or Printed Name License #Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 5/24/2022 8:47:14 AMA1.5 FLOOR PLAN - LEVEL 0.5 / P1 220535 Author Checker 04/20/22 70th & France Residential 70th & France Residential 7001 W 70th St Edina, MN 55435 SITE PLAN REVIEW 5/13/2022 No. Description Date 1/16" = 1'-0"A1.5 1 LEVEL 0.5 FLOOR PLAN STORAGE OPTION D 5 T5 A B.2 B.6A.1 A.6 C.2 C.7 T1 7 6 4 3 T2 T3 T4 8 1 B C 41,034 SF PARKING 117'-0" 107'-9"109'-10"109'-10"4.96%5.01%UPUPUP 6.94% UP 6.94%UPUP15' - 0"29' - 0"15' - 0"15' - 0"30' - 0"15' - 0"15' - 0"29' - 0"15' - 0" 178' - 0"26' - 4"18' - 10"27' - 6"27' - 6"27' - 6"27' - 6"27' - 6"2' - 1"30' - 0"28' - 6"30' - 0"13' - 1"1' - 10"286' - 4"2,575 SF COMMON / CIRCULATION 1,161 SF 2BR 819 SF 1BR 920 SF 1BR+D 1,451 SF 2BR 1,161 SF 2BR 920 SF 1BR+D 880 SF ALC DATA/ELEC ELEV LOBBY TRASH MECH 920 SF 1BR+D TOWER ABOVE OPEN TO BELOW FOR TRANSFOMRER ACCESSS BALCONY 8'x10' BALCONY 8'x10' BALCONY 8'x10' BALCONY 8'x10'BALCONY8'x10'4.55%4.55%HATCHED AREAS ILLUSTRATE SLOPED PT CONCRETE Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 5/17/2022 9:46:35 AMA2 FLOOR PLAN - LEVEL 2 220535 Author Checker 04/18/22 70th & France Residential 70th & France Residential 7001 W 70th St Edina, MN 55435 SITE PLAN REVIEW 5/13/2022 No. Description Date 1/16" = 1'-0"A2 1 LEVEL 2 FLOOR PLAN D 5 T5 A B.2 B.6A.1 A.6 C.2 C.7 T1 7 6 4 3 2 T2 T3 T4 8 1 B C 41,034 SF PARKING 2,575 SF COMMON / CIRCULATION 7.22%7.22%5.01%5.01%UP UPUPUP127'-0" 124'-10" 15' - 0"29' - 0"15' - 0"15' - 0"30' - 0"15' - 0"15' - 0"29' - 0"15' - 0" 178' - 0"26' - 4"18' - 10"27' - 6"27' - 6"27' - 6"27' - 6"27' - 6"2' - 1"30' - 0"28' - 6"30' - 0"13' - 1"286' - 4"880 SF ALC 819 SF 1BR 920 SF 1BR+D 920 SF 1BR+D 1,451 SF 2BR 1,161 SF 2BR 1,161 SF 2BR DATA/ELEC ELEV LOBBY TRASH MECH 920 SF 1BR+D BALCONY 8'x10' BALCONY 8'x10' BALCONY 8'x10' BALCONY 8'x10'BALCONY8'x10'HATCHED AREAS ILLUSTRATE SLOPED PT CONCRETE Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 5/17/2022 9:46:36 AMA3 FLOOR PLAN - LEVEL 3 220535 08/24/21 70th & France Residential 70th & France Residential 7001 W 70th St Edina, MN 55435 SITE PLAN REVIEW 5/13/2022 No. Description Date 1/16" = 1'-0"A3 1 LEVEL 3 FLOOR PLAN D 5 T5 A B.2 B.6A.1 A.6 C.2 C.7 T1 7 6 4 3 2 T2 T3 T4 8 1 B C 2,575 SF COMMON / CIRCULATION 37,015 SF PARKING (OPEN TO BELOW) 7.22%7.22%5.01%UP UPUP137'-0" 137'-0"137'-0" 134'-10"137'-0"137'-0" 15' - 0"29' - 0"15' - 0"15' - 0"30' - 0"15' - 0"15' - 0"29' - 0"15' - 0" 178' - 0"26' - 4"18' - 10"27' - 6"27' - 6"27' - 6"27' - 6"27' - 6"2' - 1"30' - 0"28' - 6"30' - 0"13' - 1"880 SF ALC 1,161 SF 2BR 1,327 SF 2BR 1,387 SF 2BR 1,160 SF 2BR 1' - 10"286' - 4"DATA/ELEC ELEV LOBBY TRASH MECH TERRACE 33'-8" x 11'-6" TERRACE 33'-0" x 11'-6" 1,014 SF 1BR TERRACE 47'-0" x 11'-6"BALCONY8'x10'HATCHED AREAS ILLUSTRATE SLOPED PT CONCRETE Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 5/17/2022 9:46:38 AMA4 FLOOR PLAN - LEVEL 4 220535 Author Checker 04/18/22 70th & France Residential 70th & France Residential 7001 W 70th St Edina, MN 55435 SITE PLAN REVIEW 5/13/2022 No. Description Date 1/16" = 1'-0"A4 1 LEVEL 4 FLOOR PLAN 1,584 SF 2BR 1,021 SF 1BR+D 867 SF 1BR 783 SF 1BR 1,005 SF 1BR 1,395 SF 2BR 3,975 SF AMENITY 2,902 SF COMMON / CIRCULATION 1,226 SF 1BR+D DATA/ELEC ELEV LOBBY TRASH EGRESS STAIR 573 SF ALC RR 2,259 SF AMENITY RR JAN 16,726 SF AMENITY DECK GREEN ROOF BUILDING ABOVE POOL BALCONY 8'x10' BALCONY 8'x10' BALCONY 8'x10'BALCONY8'x10'BALCONY 8'x10' Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 5/17/2022 9:46:39 AMA5 FLOOR PLAN - LEVEL 5 220535 Author Checker 04/18/22 70th & France Residential 70th & France Residential 7001 W 70th St Edina, MN 55435 SITE PLAN REVIEW 5/13/2022 No. Description Date 1/16" = 1'-0"A5 1 LEVEL 5 FLOOR PLAN 2,253 SF COMMON / CIRCULATION DATA/ELEC ELEV LOBBY TRASH BALCONY 8'x10' 856 SF 1BR 573 SF ALC 995 SF 2BR 1,114 SF 2BR 1,023 SF 1BR+D 867 SF 1BR 783 SF 1BR 1,005 SF 1BR 573 SF ALC 786 SF 1BR 513 SF ST 513 SF ST 1,252 SF 2BR 1,395 SF 2BRDECORATIVE GRAVEL BALLAST ROOF BALCONY 8'x10' BALCONY 8'x10'BALCONY8'x10'BALCONY 8'x10' BALCONY 8'x10' BALCONY 8'x10'BALCONY8'x10'783 SF 1BR 1,005 SF 1BR867 SF 1BR 1,023 SF 1BR+D 1,579 SF 2BR 573 SF ALC995 SF 2BR 786 SF 1BR 856 SF 1BR 1,252 SF 2BR 513 SF ST 513 SF ST 2,253 SF COMMON / CIRCULATION 573 SF ALC 1,395 SF 2BR DATA/ELEC ELEV LOBBY TRASH 573 SF ALC 8'x10' TERRACE 7'x17' TERRACE 7'x15' DECORATIVE GRAVEL BALLAST ROOF TERRACE 7'x23' TERRACE 13'x13' BALCONY 8'x10' BALCONY 8'x10' BALCONY 8'x10'BALCONY8'x10'BALCONY 8'x10' TERRACE 7'x23' TERRACE 7'x15' TERRACE 7'x17' 783 SF 1BR 1,005 SF 1BR867 SF 1BR 1,023 SF 1BR+D 1,114 SF 2BR 573 SF ALC995 SF 2BR 786 SF 1BR 856 SF 1BR 1,252 SF 2BR 513 SF ST 513 SF ST 2,253 SF COMMON / CIRCULATION 573 SF ALC 1,395 SF 2BR DATA/ELEC ELEV LOBBY TRASH BALCONY 8'x10' BALCONY 8'x10' BALCONY 8'x10'BALCONY8'x10'BALCONY 8'x10' BALCONY 8'x10' BALCONY 8'x10'BALCONY8'x10'Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 5/17/2022 9:46:41 AMA6 FLOOR PLAN - LEVEL 6, 7, 8-21 (TYP) 220535 Author Checker 70th & France Residential 70th & France Residential 7001 W 70th St Edina, MN 55435 SITE PLAN REVIEW 5/13/20221/16" = 1'-0"A6 2 LEVEL 7 FLOOR PLAN No. Description Date 1/16" = 1'-0"A6 4 LEVEL 6 FLOOR PLAN 1/16" = 1'-0"A6 1 LEVEL 8 (9-21 SIM) - TYPICAL 1,958 SF PENTHOUSE 1,287 SF PENTHOUSE 1,823 SF PENTHOUSE 1,675 SF PENTHOUSE 2,118 SF COMMON / CIRCULATION DATA/ELEC ELEV LOBBY TRASH UNIT BALCONY8' X 24'UNIT BALCONY 8' X 24'UNIT BALCONY8' X 24'UNIT BALCONY8' X 24'ROOF AT LEVEL 23 1,958 SF PENTHOUSE 1,287 SF PENTHOUSE 1,822 SF PENTHOUSE 1,675 SF PENTHOUSE DATA/ELEC ELEV LOBBY TRASH DECORATIVE GRAVEL BALLAST ROOF 1,993 SF COMMON / CIRCULATION UNIT BALCONY 8' x 24' 1,471 SF PENTHOUSE CLUB ROOM6'-0"1,077 SF DECK UNIT BALCONY8' x 24'UNIT BALCONY8' x 24'UNIT TERRACE 16' x 30' Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 5/17/2022 9:46:42 AMA7 FLOOR PLAN - LEVEL 22-24 220535 Author Checker 04/20/22 70th & France Residential 70th & France Residential 7001 W 70th St Edina, MN 55435 SITE PLAN REVIEW 5/13/2022 No. Description Date 1/16" = 1'-0"A7 2 LEVEL 23-24 FLOOR PLAN 1/16" = 1'-0"A7 1a LEVEL 22 - (L22 OPTION 1) ARCHITECTURAL STONE #2 & #3 GLAZED WALL SYSTEM METAL PERFORATED SCREEN AT PARKING (50% OPEN) COOLING TOWER BEYOND 'A' LEVEL L1 870' - 9" 'A' LEVEL L2 117' - 0" 'A' LEVEL L3 127' - 0" 'A' LEVEL L4 137' - 0" 'A' LEVEL L5 147' - 0" 'A' LEVEL L6 159' - 0" TOWER 7 171' - 0" TOWER 8 180' - 8" TOWER 9 190' - 4" TOWER 11 209' - 8" TOWER 12 219' - 4" TOWER 13 229' - 0" TOWER 14 238' - 8" TOWER 15 248' - 4" TOWER 16 258' - 0" TOWER 17 267' - 8" TOWER 18 277' - 4" TOWER 19 287' - 0" TOWER 20 296' - 8" TOWER 21 306' - 4" TOWER 22 317' - 0" TOWER 24 338' - 4" TOWER ROOF UPPER 349' - 0" LEVEL 10 200' - 0"17' - 0"10' - 0"10' - 0"10' - 0"12' - 0"12' - 0"9' - 8"9' - 8"9' - 8"9' - 8"9' - 8"9' - 8"9' - 8"9' - 8"9' - 8"9' - 8"9' - 8"9' - 8"9' - 8"9' - 8"10' - 8"10' - 8"10' - 8"10' - 8"16' - 0"TOWER 23 327' - 8"BUILDING HEIGHT265' - 0"TOWER SCREEN WALL 365' - 0" METAL PANEL WOOD-LOOK METAL PANEL ARCHITECTURAL STONE #2 & #3 ARCHITECTURAL STONE #2 & #3 BALCONY RAILING SYSTEM METAL PANEL MECHANICAL SCREENING GLAZED WINDOW SYSTEM MECHANICAL SCREENING COOLING TOWER BEYOND ARCHITECTURAL STONE #1 Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 5/17/2022 9:46:42 AMA10 ELEVATIONS - NORTH & EAST 220535 ESG ESG 70th & France Residential 70th & France Residential 7001 W 70th St Edina, MN 55435 SITE PLAN REVIEW 5/13/2022 1/16" = 1'-0"A10 1 EAST ELEVATION 1/16" = 1'-0"A10 2 NORTH ELEVATION No. Description Date 'A' LEVEL L1 870' - 9" 'A' LEVEL L2 117' - 0" 'A' LEVEL L3 127' - 0" 'A' LEVEL L4 137' - 0" 'A' LEVEL L5 147' - 0" 'A' LEVEL L6 159' - 0" TOWER 7 171' - 0" TOWER 8 180' - 8" TOWER 9 190' - 4" TOWER 11 209' - 8" TOWER 12 219' - 4" TOWER 13 229' - 0" TOWER 14 238' - 8" TOWER 15 248' - 4" TOWER 16 258' - 0" TOWER 17 267' - 8" TOWER 18 277' - 4" TOWER 19 287' - 0" TOWER 20 296' - 8" TOWER 21 306' - 4" TOWER 22 317' - 0" TOWER 24 338' - 4" TOWER ROOF UPPER 349' - 0" LEVEL 10 200' - 0" TOWER 23 327' - 8"BUILDING HEIGHT265' - 0"TOWER SCREEN WALL 365' - 0" METAL PERFORATED SCREEN AT PARKING (50% OPEN)11' - 0".10' - 8"10' - 8"10' - 8"10' - 8"9' - 8"9' - 8"9' - 8"9' - 8"9' - 8"9' - 8"9' - 8"9' - 8"9' - 8"9' - 8"9' - 8"9' - 8"9' - 8"9' - 8"12' - 0"12' - 0"10' - 0"10' - 0"10' - 0"17' - 0"ARCHITECTURAL STONE #2 & #3 GLAZED WALL SYSTEM METAL PANEL GLAZED WINDOW SYSTEM METAL PANEL METAL PERFORATED SCREEN AT PARKING (50% OPEN) BALCONY RAILING SYSTEM ARCHITECTURAL STONE #2 & #3 GLAZING WINDOW SYSTEM METAL PANEL MECHANICAL SCREENING GLAZING WINDOW SYSTEM GLAZING GARAGE DOORS AT RETAIL SPACES ARCHITECTURAL PRECAST ARCHITECTURAL STONE #2 & #3 BALCONY RAILING SYSTEM MECHANICAL SCREENING WOOD LOOK METAL PANEL COOLING TOWER BEYOND COOLING TOWER BEYOND ARCHITECTURAL STONE #1 Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 5/17/2022 9:46:43 AMA11 ELEVATIONS - SOUTH & WEST 220535 Author Checker 70th & France Residential 70th & France Residential 7001 W 70th St Edina, MN 55435 SITE PLAN REVIEW 5/13/2022 1/16" = 1'-0"A11 1 SOUTH ELEVATION 1/16" = 1'-0"A11 2 WEST ELEVATION No. Description Date Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 5/17/2022 9:46:43 AMA12 EXTERIOR MATERIALS 220535 Author Checker 70th & France Residential 70th & France Residential 7001 W 70th St Edina, MN 55435 SITE PLAN REVIEW 5/13/2022 No. Description Date ARCHITECTURAL STONE - COLOR #2 ARCHITECTURAL STONE - COLOR #3 METAL PANELPERFORATED METAL PANELS #1 -PARKING WOOD LOOK METAL PANELPERFORATED METAL PANEL #2 -PARKING EXTERIOR GLASS ENCLOSURE HYBRID WINDOW WALL - SSG SYSTEM ARCHITECTURAL STONE #1 - BASE MATERIAL Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 5/17/2022 9:46:46 AMA13 DESIGN PERSPECTIVES 220535 Author Checker 05/07/22 70th & France Residential 70th & France Residential 7001 W 70th St Edina, MN 55435 SITE PLAN REVIEW 5/13/2022 No. Description Date NORTH (70TH ST W)NE CORNER (70TH ST & DREW AVE) SW CORNER (71ST ST & EWING AVE) SE CORNER (71ST & DREW AVE) Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 5/18/2022 9:53:24 AMT1 TITLE SHEET 222710 ESG ESG 7001 France Office Mixed Use (Site B) 7001 France Office Mixed Use (Site B)7001 France Avenue South Edina, MN 55435 SITE PLAN REVIEW 5/17/2022 PROJECT TEAMPROJECT LOCATION DRAWING INDEX 7001 France Office Mixed Use (Site B) Edina, MN 55435 7001 France Avenue South Vicinity Site Location DRAWING INDEX DRAWING NUMBER DRAWING NAME ARCHITECTURAL A0 EXISTING SITE PHOTOS A1 FLOOR PLANS - LEVEL P1 & 1 / ARCHITECTURAL SITE PLAN A2 FLOOR PLANS - LEVEL 2 & 3 A3 FLOOR PLANS - LEVEL 4 & 5 A4 FLOOR PLANS - LEVEL 6 & 7 A5 ROOF PLAN A10 EAST ELEVATION A11 NORTH & SOUTH ELEVATION A12 WEST ELEVATION A13 EXTERIOR RENDERINGS A14 EXTERIOR MATERIAL PALETTE DRAWING INDEX DRAWING NUMBER DRAWING NAME GENERAL INFORMATION T1 TITLE SHEET CIVIL C100 EXISTING CONDITIONS AND REMOVALS PLAN C101 SITE PLAN OVERLAY C200 SITE PROJECT AREA PLAN C201 SITE PLAN C300 GRADING PLAN C301 EROSION CONTROL PLAN C400 SANITARY AND WATERMAIN PLAN C401 STORM SEWER PLAN C500 CITY DETAILS C501 DETAILS LANDSCAPE L1.0 LANDSCAPE SITE PLAN L1.1 LANDSCAPE PLANTING PLAN L2.0 LANDSCAPE DETAILS BUILDING METRICS OWNER/DEVELOPER:Orion Investments 6550 York Avenue South, Suite 207 Edina, MN 55435 ARCHITECT:Elness Swenson Graham Architects, Inc. 500 Washington Ave. South, Suite 1080 Minneapolis, MN 55415 Ph: 612-339-5508 Fx: 612-339-5382 CONTRACTOR:Mortenson Construction 700 Meadow Lane North Minneapolis, MN 55422 Ph: 763-522-2100 CIVIL ENGINEER:Westwood Engineering 12701 Whitewater Drive, Suite 300 Minnetonka, MN 55343 Ph: 952-937-5150 LANDSCAPE ARCHITECT:Confluence 530 N Third Street, Suite 120 Minneapolis, MN 55401 Ph: 612-333-3702 PARKING SCHEDULE - OFFICE Type Level Count LEVEL P1 8'-6" x 18' - ADA LEVEL P1 7 8'-6" x 18' - STANDARD LEVEL P1 120 127 TOTAL STALLS:127 No. Description Date GASGASGASGASGASGASGASGASGAS GAS GAS PUG PUG PUGPUG PUG PUG PUG PUG PUGFOFOFOFOFOFOFOFOFOFOFOFO FO FO FOFOFO FO FOPUGPUGPUGPUG WAT WA T WAT PUG PUG PUG PUG PUG PUGPUGPUGPUGPUGPUGPUGGAS GAS GASGASGASCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOTUG TUGPUGPUG PUGPUGPUGPUG PUG PUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUG PUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVXXXGAS GAS GAS FO FOFOFOFOFOFOFOFOFOFOFO PUGPUGPUGXXX PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUG26.3CANOPYFFE=872.10FFE=860.05FFE=870.03CANOPYLANDSCAPEEDGE STEPS W/HANDRAILMONUMENTSIGNFFE=860.44BRICKRETAINING WALL CONCRETE RETAINING WALLSTONERETAININGWALL72.711.3 12.022.0 6.140.0 6.097.7 6.33.0 100.13.5 16.23.5 5.925.3 2.116.0 22.424.0 22.432.0 2.013.7131.63.116.35.372.065.844.366.656.211.3 27.34.68.64.58.68.327.2 SAN8.3 EXISTING BRICKBUILDING7001 France Avenue,Edina, MinnesotaBuilding Footprint=24,682 Sq. Ft.STORM GRATEWOOD STEPSFND.TPOSTBLDG. HT.=29.4 FT.TRASHENCLOSURESTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STO STO STOSTOSTOSTOSTOSTOSTOSTO ST OSTOSTOSTOSTOSTOSTO STOSTOSTOSTO STOSANSANSANSANSANSANSANSANSANSANSANSANSAN EXISTING BUILDINGTRASHENCLOSURE20.00STOSANSTO STO WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATISLANDSPEDRAMPPED RAMPPED RAMPBITUMINOUS SURFACE BENCH 70.00FRANCE AVENUE SOUTH COUNTY ROAD NO. 17 WEST 70TH STREET110N. LINE OF SEC. 32, TWP. 28, RGE. 24NW CORNER OF SEC. 32,TWP. 28, RGE. 24110W. LINE OF SEC. 32, TWP. 28, RGE. 24 70.008882010 20 10 UTILITY EASEMENT PER THE PLATOF YORKTOWN DOC. NO.1033725 (ITEM NO. 11)22822TELECOMMUNICATIONS EASEMENTPER DOC. NO. 983149 (ITEM NO. 12)SANITARY SEWER EASEMENTPER DOC. NO. (ITEM NO. 11)1520 15SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY)PER DOC. NO. 1033728 (ITEM NO. 14)SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY) PERDOC. NO. 1033728 (ITEM NO. 14)1010PUBLIC ROAD EASEMENT IN PER DOC.NO. 1036934 (ITEM NO. 15)STREET RIGHT OF WAY DEDICATED IN THE PLAT OFYORKTOWN DOC. NO. 1033725 (ITEM NO. 16)40 40 HIGHWAY EASEMENT PER DOC. NO.2189613 (ITEM NOS. 15 & 16)HIGHWAY EASEMENT PER DOC.NO. 2189613 (ITEM NOS. 15 & 16)PUBLIC STREET, DRAINAGE & UTILITYEASEMENT PER DOC. NO. T4859947(ITEM NO. 16)SIDEWALK & UTILITY EASEMENT PERDOC. NOS. T05067233 &T05132844(ITEM NO. 17)SIDEWALK & UTILITY EASEMENTPER DOC. NOS. T05067233 &T05132844 (ITEM NO. 17)TELECOMMUNICATIONSEASEMENT PER DOC. NO.983149 (ITEM NO. 12)11 SPACES 28.27N44°49'18"E 2 HANDICAP SPACES 21 SPACES 10 SPACES 23 SPACES 23 SPACES 22 SPACES 16 SPACES 18 SPACES 9 SPACES 4 HANDICAP SPACES 2 SPACES 5 SPACES 12 SPACES 12 SPACES 15 SPACESBACK OF CURB IS 0.4 S.OF PROPERTY LINEBACK OF CURB IS0.1 S. AND 0.7 E.OF PROPERTY LINEBACK OF CURB IS 0.8 E. OF PROPERTY LINE BACK OF CURB ONPROPERTY LINE 100.9583.42 BACK OF CURB IS 2.9SE OF PROPERTY LINEBACK OF CURB 0.2 E. OFPROPERTY LINE N89°50'44"E 505.00S00°11'54"E 496.57S89°48'06"W 524.96N00°12'08"W 476.97 EEEEEEEEEEEACACMGGGGTSTSTSTSTSTSTSTSTSTSTSTSTSTTVTVHHTTVAULT-SUMP PUMPLIFT STATION (LOCKED)TTRIM=857.7INV(NE)=856.6INV(S)=856.5STOSTOSTOSTORIM=871.0FULL OFDEBRISRIM=870.6INV(E)=866.4INV(NE)-866.3RIM=871.6INV(E)=865.1INV(W)=864.9INV(S)=866.1RIM=869.1INV(E)=864.5RIM=868.3INV(N/E)=864.3INV(W)=863.6RIM=866.7INV(N)=862.7INV(S)=863.0INV(E/W)=862.6RIM=866.5INV(N)=862.6INV(E)=862.5INV(W)=861.7RIM=871.5INV(E)=867.215"RCPRIM=867.5INV=863.2RIM=857.1INV=856.6RIM=857.2INV=856.7RIM=868.4INV=857.9RIM = 862.97IE = 855.15 (CITY AS-BUILT)RIM=859.4INV=856.7SGREY WATERRIM=864.3INV=857.8RIM=860.0INV=858.1RIM=866.8INV(E)=859.4INV(W)=859.1RIM=862.9INV=860.112" RCPRIM=862.8INV(NE)=859.0INV(E/S)=857.5RIM=862.8INV(N)=857.2INV(E)=859.2INV(SE)=857.5INV(SW)=856.3RIM=866.3INV=859.6RIM=865.4INV=860.1RIM=865.9INV=860.5RIM=864.9INV=860.3RIM=866.2INV=863.3RIM=869.5FULLOFWATERRIM=871.1INV=868.015" CLAYRIM=863.4FULL OF ICE & DEBRISRIM=863.1INV(NE)=859.6INV(W)=859.1RIM=861.2INV=858.112" RCPRIM=861.8INV(E)=857.7INV(W)=858.2INV(S)=857.6RIM=862.1INV=857.912" RCPRIM=871.2INV=865.4RIM=871.1INV(N)=864.2INV(SW)=864.1RIM=871.3INV=861.6RIM=870.6INV=860.3RIM=862.5INV(N)=852.8INV(S)=852.6RIM=868.6INV(N)=858.4INV(W)=858.2SSANS15" RCP21" RCPS15" RCP 12" RCP21" RCP12" RCP21" RCP9" CLAY @ 0.8%24" RCP24" RCP24" RCP12" RCP15" CONC15" RCP12" RCP 15" RCP8"PVC 8" CLAY8" CAST IRON12" CLAY 8" CLAY10" CLAY 8" CLAY10" CLAY12"RCP ST-5ST-6ST-4ST-3ST-2ST-114" SPNMULTI-BIRCH16" ASH13" LCH14" SPNDEAD16" LCH10" SPN12" SPN18" SPN14" LCH18" SPN14" ASH14" SPN2" ASH16" SPN14" SPN14" SPN10" ASH10" ASH8" ASH14" ASH14" ASH20" ASH13" ASH17" ASH10" ASH13" ASH15" LCH12" ASH9" ASH12" ASH10" ASH15" ASH12" ASH 10" ASH15" ASH8" ASH8" ASH12" ASH15" ASH12" ASH7" ASH8" ASH12" ASH 6" ASH14" ASH4" SPC4" SPC5" SPC5" SPCMULTI-BIRCHMULTI-BIRCHGW: 853.5MULTI-BIRCHMULTI-CRB MULTI-CRB27" ASH2" OAK 15" LCH14" SPN12" SPN10" SPNST-10618" SPN16" SPN16" SPN12" LCH14" LCH14" LCH16" LCH20" LCH18" FRT4" ASH4" ASH4" ASH12" ASH 12" ASH 12" ASH 12" ASH GW: 852.7GW: 853.5GW: 857.5GW: 848.6GW: NOT OBSERVEDGW: NOT OBSERVEDST-101GW: 852.9ST-102GW: 853.5ST-103ST-104GW: 854.6ST-105GW: NOT OBSERVEDGW: 853.4ST-107GW: NOT OBSERVEDST-108GW: NOT OBSERVEDFRANCE AVENUE SOUTH COUNTY ROAD NO. 17 15" RCP18" RCP15" RCPSTOSTOSTO XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \\\\\ \\\\\\\\\************************XXXXXX\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\XXXXXXXXXXXXXXXXXXXXXXX\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\X\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \\\\\\\\\\\\ \\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\222222222\\\\\\\\\\\\233144444444455666666666666666778444SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0029211.10\DWG\CIVIL\0029211.10RM01.DWG EDINA, MN05/13/20227001 FRANCEEXISTING CONDITIONS AND REMOVALS PLAN 7001 FRANCEC100 .05/13/2022 DAVID T. BADE . . . 10/16/2020 4530 WEST 77TH STREET SUITE #365 EDINA, MN 55435 ORION/MORTENSON :HVWZRRG3URIHVVLRQDO6HUYLFHV,QFCommon Ground AllianceCall 48 Hours before digging:811 or call811.com### ### or ## 09/13/2021 01/26/2022 02/08/2022 05/06/2022 05/13/2022 PRELIMINARY DEVELOPMENT PLAN / PUD WATERSHED COMMENTS COUNTY SUBMITTAL CITY STORMWATER COMMENTS SITE PLAN REVIEWPROJECT NUMBER: 0029211.10PROPERTY LINE\\\\\\CURB & GUTTERSAW CUT PAVEMENTSANSANITARY SEWERWATWATER MAINSTOSTORM SEWERCONCRETEBITUMINOUSBUILDINGTREELIGHT POLETRAFFIC SIGNEXISTINGPROPOSEDSANWATSTOCONSTRUCTION BARRICADEWATHYDRANTWATGASGASGASPUGUNDERGROUND ELECTRICPUGTUGUNDERGROUND TELEPHONETUGPOHOVERHEAD ELECTRICPOHTOHOVERHEAD TELEPHONETOHFOTELEPHONE FIBER OPTICFOCTVCABLE TELEVISIONCTVRETAINING WALLFENCEXSOIL BORING LOCATIONSB-19TREE LINEXEXISTINGREMOVALS\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\REMOVAL LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIEDIMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.2.CONTRACTOR SHALL COORDINATE LIMITS OF REMOVALS WITH PROPOSED IMPROVEMENTSAND FIELD VERIFY CONDITION OF EXISTING APPURTENANCES TO REMAIN. CONTRACTORSHALL BE RESPONSIBLE FOR PROTECTING OR REPLACING MISCELLANEOUS ITEMS (SUCH ASFENCES, SIGNS, IRRIGATION HEADS, ETC.) THAT MAY BE DAMAGED BY CONSTRUCTION.3.CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES REQUIRED TOMAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE REMOVALS.4.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FORREMOVAL AND/OR RELOCATION OF EXISTING UTILITIES AFFECTED BY SITE DEVELOPMENT. ALLPERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR.REMOVAL NOTESSSX*XXXNOT FOR CONSTRUCTION0'30'60'90'1" = 30'1.SAW CUT LINE2.REMOVE BITUMINOUS3.EXISTING BITUMINOUS TO REMAIN4.REMOVE CONCRETE5.REMOVE EXISTING BUILDING6.REMOVE CURB7.REMOVE RETAINING WALL8.REMOVE MONUMENT SIGNREMOVAL KEYNOTES1TREES TO BE REMOVED: 72TREES TO REMAIN: 4TOTAL TREES: 76TREE REMOVAL QUANTITIES XXXXXX WEST 70TH STREETFRANCE AVENUE SOUTH COUNTY ROAD NO. 17 XXXSANSANSANSANSANSANFRANCE AVENUE SOUTH COUNTY ROAD NO. 17 WEST 70TH STREETMRIM=868.4INV=857.9S8" CLAY14" SPN14" ASH20" ASH13" ASH17" ASH12" ASH7" ASH 8" ASH12" ASH 4" SPC4" SPC5" SPC5" SPCMULTI-CRB27" ASHFRANCE AVENUE SOUTH COUNTY ROAD NO. 17 TXXXXXXX123488822822TELECOMMUNICATIONSEASEMENT PER DOC.NO. 983149SANITARY SEWEREASEMENT PER THEPLAT OF YORKTOWNDOC. NO. 103372510 10PUBLIC ROAD EASEMENTIN PER DOC. NO. 1036934 HIGHWAY EASEMENT PER DOC. NO. 2189613 HIGHWAY EASEMENTPER DOC. NO. 2189613SIDEWALK & UTILITYEASEMENT PER DOC. NOS.5067233 & 5132844 SIDEWALK & UTILITY EASEMENT PERDOC. NOS. 5067233 & 5132844TELECOMMUNICATIONSEASEMENT PER DOC.NO. 9831491 ( 1 ( 1 (250.06260.44250.62261.38244.47334.45162.12 7011070N. LINE OF SEC. 32, TWP. 28, RGE. 24NW CORNER OF SEC.32, TWP. 28, RGE. 24(NOT FOUND)W. LINE OF SEC. 32, TWP. 28, RGE. 24 N89°50'44"E 505.00S00°11'54"E 496.57S89°48'06"W 524.96N00°12'08"W 476.97 28.27N44°49'18"E110.001 ( BLOCK 1 TPOSTL=139.96R=93.00© 261.95251.56EXCEPTIONE X C E P T I O N 1 (1 :N. QUARTER CORNER OFSEC. 32, TWP. 28, RGE. 24(NOT FOUND)W. QUARTER CORNER OFSEC. 32, TWP. 28, RGE. 24(NOT FOUND)TELECOMMUNICATIONSEASEMENT PER DOC.NO. 9831496 :6 :44.411 (1 :72.2214.83260.5312.96261.95251.56198.87163.89 261.95251.56261.95251.56261.95251.56261.95251.56W. LINE OF LOT 1,BLOCK 1, YORTOWN SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0029211.10\DWG\CIVIL\0029211.10PP01.DWG EDINA, MN10/16/207001 FRANCESITE PLAN OVERLAY 7001 FRANCEC101 .05/13/2022 DAVID T. BADE . NHC BJY 10/16/20 4530 WEST 77TH STREET SUITE #365 EDINA, MN 55435 ORION/MORTENSONNOT FOR CONSTRUCTION:HVWZRRG3URIHVVLRQDO6HUYLFHV,QFCommon Ground AllianceCall 48 Hours before digging:811 or call811.com0'30'60'90'1" = 30'30' 6' or 3' 09/13/2021 01/26/2022 02/08/2022 05/06/2022 05/13/2022 PRELIMINARY DEVELOPMENT PLAN / PUD WATERSHED COMMENTS COUNTY SUBMITTAL CITY STORMWATER COMMENTS SITE PLAN REVIEWPROJECT NUMBER: 0029211.10 XXXFND.TPOST20.00FRANCE AVENUE SOUTH COUNTY ROAD NO. 17 WEST 70TH STREET8882010 20 10 UTILITY EASEMENT PER THE PLATOF YORKTOWN DOC. NO.1033725 (ITEM NO. 11)22822TELECOMMUNICATIONS EASEMENTPER DOC. NO. 983149 (ITEM NO. 12)SANITARY SEWER EASEMENTPER DOC. NO. (ITEM NO. 11)1520 15SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY)PER DOC. NO. 1033728 (ITEM NO. 14)SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY) PERDOC. NO. 1033728 (ITEM NO. 14)1010PUBLIC ROAD EASEMENT IN PER DOC.NO. 1036934 (ITEM NO. 15)STREET RIGHT OF WAY DEDICATED IN THE PLAT OFYORKTOWN DOC. NO. 1033725 (ITEM NO. 16)40 40 HIGHWAY EASEMENT PER DOC. NO.2189613 (ITEM NOS. 15 & 16)HIGHWAY EASEMENT PER DOC.NO. 2189613 (ITEM NOS. 15 & 16)PUBLIC STREET, DRAINAGE & UTILITYEASEMENT PER DOC. NO. T4859947(ITEM NO. 16)SIDEWALK & UTILITY EASEMENT PERDOC. NOS. T05067233 &T05132844(ITEM NO. 17)SIDEWALK & UTILITY EASEMENTPER DOC. NOS. T05067233 &T05132844 (ITEM NO. 17)TELECOMMUNICATIONSEASEMENT PER DOC. NO.983149 (ITEM NO. 12)ST-5ST-6ST-4ST-3ST-2ST-116" ASH13" LCH14" ASHGW: 853.5ST-106GW: 852.7GW: 853.5GW: 857.5GW: 848.6GW: NOT OBSERVEDGW: NOT OBSERVEDST-101GW: 852.9ST-102GW: 853.5ST-103ST-104GW: 854.6ST-105GW: NOT OBSERVEDGW: 853.4ST-107GW: NOT OBSERVEDST-108GW: NOT OBSERVEDFRANCE AVENUE SOUTH COUNTY ROAD NO. 17 COMMERCIAL/RETAIL SPACEFOOTPRINT = 44,300 SFFFE (TENANT A) = 870.00FFE (TENANT B) = 870.00FFE (TENANT C) = 867.50FFE (TENANT D) = 869.20FFE (OFFICE LOBBY) = 869.20FFE (LOADING DOCK) = 866.00MULTI-FAMILY HOUSINGBUILDING FOOTPRINT = 52,050 SFFFE (RESIDENTIAL) = 870.75PARKING RAMPFOOTPRINT = 23,595 SFFFE = 866.50LOE = 866.50LFE = 866.50LFE = 856.00LFE = 860.00LFE = 860.75LFE = 857.00TXXPROPOSED FINANCIALINSTITUTIONFOOTPRINT = 6,200 SFFFE = 866.00LFE = 866.00LOE = 866.00XXXXXLOE = 866.00LFE = 856.00LOE = 867.00LFE = 857.00LOT 1LOT 2LOT 3LOT 4SITE A70TH AND FRANCE RESIDENTIALSITE B7001 FRANCE MIXED USESITE C7001 FRANCE PARKING FACILITYSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0029211.10\DWG\CIVIL\0029211.10SP03.DWG EDINA, MN05/13/20227001 FRANCESITE PROJECT AREA PLAN 7001 FRANCEC200 .05/13/2022 DAVID T. BADE . . . 10/16/2020 4530 WEST 77TH STREET SUITE #365 EDINA, MN 55435 ORION/MORTENSONNOT FOR CONSTRUCTION:HVWZRRG3URIHVVLRQDO6HUYLFHV,QFCommon Ground AllianceCall 48 Hours before digging:811 or call811.com0'30'60'90'1" = 30'30' 6' or 3' 09/13/2021 01/26/2022 02/08/2022 05/06/2022 05/13/2022 PRELIMINARY DEVELOPMENT PLAN / PUD WATERSHED COMMENTS COUNTY SUBMITTAL CITY STORMWATER COMMENTS SITE PLAN REVIEWPROJECT NUMBER: 0029211.10LOT 1BLDG FOOTPRINTAREA(SF)LOT AREA(ACRE)LEGALDESCRIPTION51,600PROPOSED USELOT 2LOT 3LOT 4TOTAL5.98 AC.123,050-44,30021,0506,100SITE DATA CHARTPROPERTY LINESETBACK LINEEASEMENT LINECURB AND GUTTERLOT LINEPOND NORMAL WATER LEVELRETAINING WALLCONCRETE PAVEMENTNUMBER OF PARKING STALLSTRANSFORMERSITE LIGHTINGEXISTINGPROPOSEDFENCEXXHEAVY DUTY BITUMINOUS PAVEMENTNORMAL DUTY BITUMINOUS PAVEMENTTRAFFIC SIGNPOWER POLEBOLLARD / POSTCONCRETE SIDEWALKTIP-OUT CURB AND GUTTERSITE LEGEND5T 2.02 AC.OFFICE/GROCERY1.99 AC.MULTI-FAMILY RESIDENTIAL0.93 AC.PARKING FACILITY1.03 AC.BANK XXXFND.TPOST20.00FRANCE AVENUE SOUTH COUNTY ROAD NO. 17 WEST 70TH STREET8882010 20 10 UTILITY EASEMENT PER THE PLATOF YORKTOWN DOC. NO.1033725 (ITEM NO. 11)22822TELECOMMUNICATIONS EASEMENTPER DOC. NO. 983149 (ITEM NO. 12)SANITARY SEWER EASEMENTPER DOC. NO. (ITEM NO. 11)1520 15SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY)PER DOC. NO. 1033728 (ITEM NO. 14)SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY) PERDOC. NO. 1033728 (ITEM NO. 14)1010PUBLIC ROAD EASEMENT IN PER DOC.NO. 1036934 (ITEM NO. 15)STREET RIGHT OF WAY DEDICATED IN THE PLAT OFYORKTOWN DOC. NO. 1033725 (ITEM NO. 16)40 40 HIGHWAY EASEMENT PER DOC. NO.2189613 (ITEM NOS. 15 & 16)HIGHWAY EASEMENT PER DOC.NO. 2189613 (ITEM NOS. 15 & 16)PUBLIC STREET, DRAINAGE & UTILITYEASEMENT PER DOC. NO. T4859947(ITEM NO. 16)SIDEWALK & UTILITY EASEMENT PERDOC. NOS. T05067233 &T05132844(ITEM NO. 17)SIDEWALK & UTILITY EASEMENTPER DOC. NOS. T05067233 &T05132844 (ITEM NO. 17)TELECOMMUNICATIONSEASEMENT PER DOC. NO.983149 (ITEM NO. 12)ST-5ST-6ST-4ST-3ST-2ST-116" ASH13" LCH14" ASHGW: 853.5ST-106GW: 852.7GW: 853.5GW: 857.5GW: 848.6GW: NOT OBSERVEDGW: NOT OBSERVEDST-101GW: 852.9ST-102GW: 853.5ST-103ST-104GW: 854.6ST-105GW: NOT OBSERVEDGW: 853.4ST-107GW: NOT OBSERVEDST-108GW: NOT OBSERVEDFRANCE AVENUE SOUTH COUNTY ROAD NO. 17 COMMERCIAL/RETAIL SPACEFOOTPRINT = 44,300 SFFFE (TENANT A) = 870.00FFE (TENANT B) = 870.00FFE (TENANT C) = 867.50FFE (TENANT D) = 869.20FFE (OFFICE LOBBY) = 869.20FFE (LOADING DOCK) = 866.00MULTI-FAMILY HOUSINGBUILDING FOOTPRINT = 52,050 SFFFE (RESIDENTIAL) = 870.75PARKING RAMPFOOTPRINT = 23,595 SFFFE = 866.50LOE = 866.50LFE = 866.50LFE = 856.00LFE = 860.00LFE = 860.75LFE = 857.00TXXPROPOSED FINANCIALINSTITUTIONFOOTPRINT = 6,200 SFFFE = 866.00LFE = 866.00LOE = 866.00XXXXXLOE = 866.00LFE = 856.00LOE = 867.00LFE = 857.00LOT 1LOT 2LOT 3LOT 410'8.5' (TYP.)24'24'24'24'24'9'8.5'R10'R10'R10'R30'R20'R200'R224'R146'R123'R40'20'8.5'16.33'8.5'14.54'24'35.72'182.0'109.9'75.0'28.9'50.9'13.3'33.2'25.5'34.8'13.9'42.5'AAAABBA56'25.5'1A1A1A1A1A1A1A1A1A1A1A1A2235556D1B51B7888888888889A9A9A9A9A11111111111111111313131343488A8A8A9A8A8A8AEBB212110.9'12.5'12.0'8.7'10.3'8.0'S.1S.1S.4S.2S.1S.4S.1S.4S.2S.3S.1S.4S.1S.4S.3S.5R20'R20'20'8.5'16.33'8.5'14.54'20'8.5'16.33'8.5'14.54'R20'R20'24'25.5'9999943AG48FFFFF21R34'R25'SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0029211.10\DWG\CIVIL\0029211.10SP01.DWG EDINA, MN05/13/20227001 FRANCESITE PLAN 7001 FRANCEC201 .05/13/2022 DAVID T. BADE . . . 10/16/2020 4530 WEST 77TH STREET SUITE #365 EDINA, MN 55435 ORION/MORTENSONNOT FOR CONSTRUCTION:HVWZRRG3URIHVVLRQDO6HUYLFHV,QFCommon Ground AllianceCall 48 Hours before digging:811 or call811.com0'30'60'90'1" = 30'30' 6' or 3' 09/13/2021 01/26/2022 02/08/2022 05/06/2022 05/13/2022 PRELIMINARY DEVELOPMENT PLAN / PUD WATERSHED COMMENTS COUNTY SUBMITTAL CITY STORMWATER COMMENTS SITE PLAN REVIEWPROJECT NUMBER: 0029211.10S.1S.10S.2S.3REFERENCESTOP SIGNS.4NO TRUCKSRIGHT LANE MUST TURN RIGHTPEDESTRIAN CROSSING1A B612 CURB AND GUTTER1BB618 CURB AND GUTTER2SURMOUNTABLE CURB AND GUTTER3FLUSH CURB AND GUTTER5VALLEY GUTTER6CONCRETE CROSS GUTTER7ENTRANCE THRU CURB AND GUTTER8PRIVATE CONCRETE SIDEWALK8APUBLIC CONCRETE SIDEWALK9PRIVATE PEDESTRIAN CURB RAMP9APUBLIC PEDESTRIAN CURB RAMP11CROSS WALK STRIPING13TRAFFIC ARROW14SIGN INSTALLATION19PAVEMENT SECTIONS21HEAVY DUTY CONCRETE SECTION22SAW CUT CONTROL JOINT24CONCRETE CURB AT SIDEWALK31TRANSITION CURB (B612)43RETAINING WALL WITH FENCE USING SLEEVE-IT SYSTEM45B612 AND SURMOUNTABLE CURB TRANSITION48CONCRETE STAIR AND RAILING DETAIL1·EXISTING ZONING:PDC-3, PLANNED COMMERCIAL·PROPOSED ZONING:PUD - PLANNED UNIT DEVELOPMENT·PARCEL DESCRIPTION:LOT 1, BLOCK 1, YORKTOWN, HENNEPINCOUNTY, MINNESOTA·PROPERTY AREA:260,594 SF (5.98 AC)·PERVIOUS SURFACE:71,861 SF (27.6%)·IMPERVIOUS SURFACE(RATIO):188,733 SF (72.4%)·FLOOR-AREA-RATIO(FAR):SEE ARCH PLANS·BUILDING SETBACK PER CODE:XX'=FRONTXX'=SIDE / XX'=SIDE TO ROWXX'=REARLOT 1BLDG FOOTPRINTAREA(SF)LOT AREA(ACRE)LEGALDESCRIPTION51,600PROPOSED USELOT 2LOT 3LOT 4TOTAL5.98 AC.123,050-44,30021,0506,100SIGN LEGENDSITE DETAILS (SI-0XX)SITE DEVELOPMENT SUMMARYSITE DATA CHART1.BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD PROFESSIONALSERVICES, MINNETONKA, MN, 2020.2.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THEENGINEER SHOULD BE NOTIFIED IMMEDIATELY.3.REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS.4.ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISENOTED.5.REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OFEXITS, RAMPS, AND TRUCK DOCKS.6.ALL CURB RADII ARE SHALL BE 5.0 FEET (TO FACE OF CURB) UNLESS OTHERWISE NOTED.7.ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFICCONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERSAND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OFTHESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT.TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.9.BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THERECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.10.CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURINGCONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TOADJACENT PROPERTIES.11.SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING PLAN PREPAREDBY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS.GENERAL SITE NOTESPROPERTY LINESETBACK LINEEASEMENT LINECURB AND GUTTERLOT LINEPOND NORMAL WATER LEVELRETAINING WALLCONCRETE PAVEMENTNUMBER OF PARKING STALLSTRANSFORMERSITE LIGHTINGEXISTINGPROPOSEDFENCEXXHEAVY DUTY BITUMINOUS PAVEMENTNORMAL DUTY BITUMINOUS PAVEMENTTRAFFIC SIGNPOWER POLEBOLLARD / POSTCONCRETE SIDEWALKTIP-OUT CURB AND GUTTERSITE LEGEND5T 2.02 AC.OFFICE/GROCERY1.99 AC.MULTI-FAMILY RESIDENTIAL0.93 AC.SENIOR HOUSING1.03 AC.BANKA.PLANTER CURB (TYP.)B.CONCRETE PAVERS (TYP.)C.GENERATORD.EXISTING SURMOUNTABLE CURB IN ROUNDABOUTE.BIKE LANE EXIT RAMP ONTO SHARED SIDEWALKF.PUBLIC ART - SEE LANDSCAPE PLANG.PEDESTRIAN ENTRANCE TO PARKING RAMPSITE KEYNOTESXS.5RIGHT TURN LANE COMMERCIAL/RETAIL SPACEFOOTPRINT = 44,300 SFFFE (TENANT A) = 870.00FFE (TENANT B) = 870.00FFE (TENANT C) = 867.50FFE (TENANT D) = 869.20FFE (OFFICE LOBBY) = 869.20FFE (LOADING DOCK) = 866.00MULTI-FAMILY HOUSINGBUILDING FOOTPRINT = 52,050 SFFFE (RESIDENTIAL) = 870.75PARKING RAMPFOOTPRINT = 23,595 SFFFE = 866.50LOE = 866.50LFE = 866.50XXPROPOSED FINANCIALINSTITUTIONFOOTPRINT = 6,200 SFFFE = 866.00LFE = 866.00LOE = 866.00XXXXXGASGASGASGASGASGASGASGASGAS GAS GAS PUG PUG PUGPUG PUG PUG PUG PUG PUGFOFOFOFOFOFOFOFOFOFOFOFO FO FO FOFOFO FO FOPUGPUGPUGPUG WAT PUG PUG PUG PUG PUG PUG PUGPUGPUGPUGPUGPUGGAS GAS CTVCTV FO FO FO FOFOFOFOFOFOFOFO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOTUGPUGPUG PUGPUGPUGPUG PUG PUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUG PUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGXXXFO FOFOFOFOFOFOFOFOFOFOFND.TPOSTSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STO STOSTO ST OSTOSTOSTOSTOSTOSTOSANSANSANSANSAN20.00STOSANSTO STO WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATFRANCE AVENUE SOUTH COUNTY ROAD NO. 17 WEST 70TH STREET8882010 20 10 UTILITY EASEMENT PER THE PLATOF YORKTOWN DOC. NO.1033725 (ITEM NO. 11)22822TELECOMMUNICATIONS EASEMENTPER DOC. NO. 983149 (ITEM NO. 12)SANITARY SEWER EASEMENTPER DOC. NO. (ITEM NO. 11)1520 15SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY)PER DOC. NO. 1033728 (ITEM NO. 14)SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY) PERDOC. NO. 1033728 (ITEM NO. 14)1010PUBLIC ROAD EASEMENT IN PER DOC.NO. 1036934 (ITEM NO. 15)STREET RIGHT OF WAY DEDICATED IN THE PLAT OFYORKTOWN DOC. NO. 1033725 (ITEM NO. 16)40 40 HIGHWAY EASEMENT PER DOC. NO.2189613 (ITEM NOS. 15 & 16)HIGHWAY EASEMENT PER DOC.NO. 2189613 (ITEM NOS. 15 & 16)PUBLIC STREET, DRAINAGE & UTILITYEASEMENT PER DOC. NO. T4859947(ITEM NO. 16)SIDEWALK & UTILITY EASEMENT PERDOC. NOS. T05067233 &T05132844(ITEM NO. 17)SIDEWALK & UTILITY EASEMENTPER DOC. NOS. T05067233 &T05132844 (ITEM NO. 17)TELECOMMUNICATIONSEASEMENT PER DOC. NO.983149 (ITEM NO. 12)EEEEEEEEEMGTSTSTSTSTSTSTSTSTTVTVHHTTTTSTOSTOSTOSTORIM=871.0FULL OFDEBRISRIM=870.6INV(E)=866.4INV(NE)-866.3RIM=871.6INV(E)=865.1INV(W)=864.9INV(S)=866.1RIM=869.1INV(E)=864.5RIM=868.3INV(N/E)=864.3INV(W)=863.6RIM=866.7INV(N)=862.7INV(S)=863.0INV(E/W)=862.6RIM=866.5INV(N)=862.6INV(E)=862.5INV(W)=861.7RIM=871.5INV(E)=867.215"RCPRIM=867.5INV=863.2RIM = 862.97IE = 855.15 (CITY AS-BUILT)RIM=866.8INV(E)=859.4INV(W)=859.1RIM=862.8INV(N)=857.2INV(E)=859.2INV(SE)=857.5INV(SW)=856.3RIM=866.2INV=863.3RIM=869.5FULLOFWATERRIM=871.1INV=868.0RIM=863.4FULL OF ICE & DEBRISRIM=863.1INV(NE)=859.6INV(W)=859.1RIM=861.2INV=858.112" RCPRIM=861.8INV(E)=857.7INV(W)=858.2INV(S)=857.6RIM=862.1INV=857.912" RCPRIM=862.5INV(N)=852.8INV(S)=852.615" RCP21" RCPS12" RCP21" RCP12" RCP21" RCP9" CLAY @ 0.8%24" RCP24" RCP24" RCP12" RCP 8"PVC 12"RCPST-5ST-6ST-4ST-3ST-2ST-116" ASH13" LCH14" ASHGW: 853.5ST-106GW: 852.7GW: 853.5GW: 857.5GW: 848.6GW: NOT OBSERVEDGW: NOT OBSERVEDST-101GW: 852.9ST-102GW: 853.5ST-103ST-104GW: 854.6ST-105GW: NOT OBSERVEDGW: 853.4ST-107GW: NOT OBSERVEDST-108GW: NOT OBSERVED15" RCPSTOSTOSTOCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVPUGPUGPUGCTVCTVCTVCTVCTVCTVPUGPUGPUGPUGPUG870.00870.20867.50870.00869.20870.00869.20867.19866.45866.00865.30870.00870.00868.00867.00870.40870.75870.75870.75870.75870.50866.22865.36865.53866.50865.60864.59870.59E.O.F.864.74867.00869.42E.O.F.867.65E.O.F.867.60E.O.F.866.20E.O.F.866.61866.97866.37869.51870.77870.00870.00868.50867868869868.00866866866867870868869LOWEST OPENING ELEVATION: 868.00866.00LOWEST OPENING ELEVATION: 866.00LOWEST OPENING ELEVATION: 866.50E.O.F.869.64869.20869.20869.20870.00870.00869.20870.00868.00867.50867.00868.75869.25869.75870.62870.90868.25866.75867.008 6 7 8 6 6866 866.50866.50866.37866.37869.908698688678 7 0868 TW: 871.50TW: 872.00TW: 871.65TW: 871.53TW: 872.11BW: 871.00BW: 867.58BW: 871.00BW: 867.99BW: 866.92TW: 870.25BW: 869.85TW: 871.65BW: 870.80TW: 871.74BW: 871.01SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0029211.10\DWG\CIVIL\0029211.10GD01.DWG EDINA, MN05/13/20227001 FRANCEGRADING PLAN 7001 FRANCEC300 .05/13/2022 DAVID T. BADE . . . 10/16/2020 4530 WEST 77TH STREET SUITE #365 EDINA, MN 55435 ORION/MORTENSON :HVWZRRG3URIHVVLRQDO6HUYLFHV,QFCommon Ground AllianceCall 48 Hours before digging:811 or call811.com### ### or ## 09/13/2021 01/26/2022 02/08/2022 05/06/2022 05/13/2022 PRELIMINARY DEVELOPMENT PLAN / PUD WATERSHED COMMENTS COUNTY SUBMITTAL CITY STORMWATER COMMENTS SITE PLAN REVIEWPROJECT NUMBER: 0029211.10PROPERTY LINE982980POND NORMAL WATER LEVELRIDGE LINETOP AND BOTTOM OF RETAINING WALLEMERGENCY OVERFLOWSB-19SOIL BORING LOCATIONSTOSTORM SEWERDRAIN TILEWATER MAINSANITARY SEWEREXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980WATSANSPOT ELEVATIONFLOW DIRECTIONSB-19RETAINING WALLGRADING LIMITSGLCURB AND GUTTERFLARED END SECTION (WITH RIPRAP)GRADING LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIEDIMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS ANDDIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISEBUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACTLOCATIONS AND NUMBER OF DOWNSPOUTS.3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARDSPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" ASPREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL AND SOD OR SEED.THESE AREAS SHALL BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. SEELANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFICCONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMENAND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OFTHESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFICCONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THISSHEET.7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE ASMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONSARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOWLINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACEGRADE.9.SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS.10.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITEGRADING AND UTILITY CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL DISPOSE OFALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATINGAGENCIES.11.CONTRACTOR SHALL PROVIDE A STRUCTURAL RETAINING WALL DESIGN CERTIFIED BY ALICENSED PROFESSIONAL ENGINEER.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THENATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS.13.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILLBE REQUIRED ON THE SUBGRADE. PROOF ROLLING SHALL BE ACCOMPLISHED BY MAKINGMINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, ORAPPROVED EQUAL, IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISIONAND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BEEXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.14.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALLBE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED INMNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.15.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA,SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE ORDINARYCOMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.16.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENTGEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE ORUNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THECONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS ANDINSPECTIONS WITH THE GEOTECHNICAL ENGINEER.1.BASIN EXCAVATION AND PIPE INSTALLATION MAY TAKE PLACE BEFORE CURB INSTALLATION.ALL OTHER BASIN CONSTRUCTION MUST WAIT UNTIL FINAL SITE LANDSCAPING. REMOVESEDIMENT FROM EXCAVATED BASIN PRIOR TO PLACEMENT OF FILTER MEDIA. PLACE SANDBAGS OR SIMILAR ITEM IN CURB CUTS TO PRE-FILTER STORM WATER UNTIL PLANTS AREESTABLISHED IN BASINS. MAINTAIN INLET PROTECTION ON DOWN STREAM INLETS UNTILBASINS ARE ON-LINE.2.BASIN EXCAVATION SHALL BE WITH TOOTHED-BUCKETS TO SCARIFY THE BOTTOM.3.PLACE SILT FENCE AROUND BASINS AS SHOWN IMMEDIATELY AFTER BASIN CONSTRUCTION.4.BASINS MUST BE TESTED FOR INFILTRATION RATE AFTER TOTAL SITE STABILIZATION. A DUALRING INFILTROMETER SHALL BE USED FOR TESTING. MINIMUM INFILTRATION RATE IS 1-INCHPER HOUR. IF BASIN DOES NOT MEET INFILTRATION RATE, CONTRACTOR MUST TAKECORRECTIVE ACTION UNTIL MINIMUM INFILTRATION RATE IS MET. CORRECTIVE ACTION MAYINCLUDE REMOVING PLUG IN DRAIN TILE. ALL TESTING AND CORRECTIVE ACTION SHALL BETHE RESPONSIBILITY OF THE CONTRACTOR, AND SHALL BE INCIDENTAL TO THE CONTRACT,WITH NO DIRECT COMPENSATION MADE.GRADING NOTESFILTRATION/INFILTRATION BASIN NOTES0.00%900.00900.00TW=XXX.XXBW=XXX.XXE.O.F.NOT FOR CONSTRUCTION0'30'60'90'1" = 30'GEOTECHNICAL EVALUATIONS FOUND A LAYER OF CLAYEY SAND APPROXIMATELY 4 FEET BELOWTHE BOTTOM OF THE PROPOSED INFILTRATION CHAMBERS. SHOULD THIS MATERIAL BEENCOUNTERED DURING CONSTRUCTION, THE EXISTING CLAYEY SAND MUST BE REMOVED ANDREPLACED WITH MATERIAL HAVING AN INFILTRATION RATE COMPARABLE WITH THEPOORLY-GRADED SAND LOCATED AT THE BOTTOM OF THE SYSTEM.SOIL REPLACEMENT NOTE1.ALL TEMPORARY EROSION CONTROL MEASURES SHOWN ON THE EROSION ANDSEDIMENTATION CONTROL PLANS MUST BE INSTALLED PRIOR TO COMMENCEMENT OFSURFACE OR VEGETATION ALTERATION AND BE MAINTAINED UNTIL COMPLETION OFCONSTRUCTION AND VEGETATION IS ESTABLISHED AS DETERMINED BY NMCWD. IF SILT FENCEIS USED, THE BOTTOM FLAP MUST BE BURIED AND THE MAXIMUM ALLOWABLE SPACINGBETWEEN POSTS IS 4-FOOT ON CENTER. ALL POSTS MUST BE EITHER 2-INCH X 2-INCH PINE,HARDWOOD, OR STEEL FENCE POSTS. IF HAY BALES ARE USED, ALL BALES MUST BE STAKED INPLACE AND REINFORCED ON THE DOWNSTREAM SIDE WITH SNOW FENCE.2.ALL AREAS ALTERED BECAUSE OF CONSTRUCTION MUST BE RESTORED WITH SEED AND DISCEDMULCH, SOD, WOOD FIBER BLANKET, OR BE HARD SURFACED WITHIN TWO WEEKS AFTERCOMPLETION OF LAND ALTERATION AND NO LATER THAN THE END OF THE PERMIT PERIOD.3.UPON FINAL STABILIZATION, THE PERMIT APPLICANT IS RESPONSIBLE FOR THE REMOVAL OFALL EROSION CONTROL MEASURES INSTALLED THROUGHOUT THE PROJECT SITE.4.AT THE ENTRYWAY ONTO THE SITE, A ROCK FILTER DIKE BEING A MINIMUM OF TWO FEET INHEIGHT AND HAVING MAXIMUM SIDE SLOPES OF 4:1 MUST BE CONSTRUCTED. THIS ROCKFILTER DIKE WILL ENABLE CONSTRUCTION TRAFFIC TO ENTER THE SITE AND ALSO PROVIDE ANEROSION CONTROL FACILITY.5.IF DEWATERING IS REQUIRED AND SUMP PUMPS ARE USED, ALL PUMPED WATER MUST BEDISCHARGED THROUGH AN EROSION CONTROL FACILITY PRIOR TO LEAVING THECONSTRUCTION SITE. PROPER ENERGY DISSIPATION MUST BE PROVIDED AT THE OUTLET OFTHE PUMP SYSTEM.6.THE NMCWD MUST BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO COMMENCEMENT OFCONSTRUCTION.7.THE NMCWD, ITS OFFICERS, EMPLOYEES AND AGENTS REVIEW, COMMENT UPON, ANDAPPROVE PLANS AND SPECIFICATIONS PREPARED BY PERMIT APPLICANTS AND THEIRCONSULTANTS FOR THE LIMITED ADMINISTRATIVE PURPOSE OF DETERMINING WHETHER THEREIS REASONABLE ASSURANCE THAT THE PROPOSED PROJECT WILL COMPLY WITH THEREGULATIONS AND CRITERIA OF THE NMCWD. THE DETERMINATION OF THE NMCWD THATISSUANCE OF THIS PERMIT IS APPROPRIATE WAS MADE IN RELIANCE ON THE INFORMATIONPROVIDED BY THE APPLICANT.8.THE GRANT OF THIS PERMIT SHALL NOT IN ANY WAY RELIEVE THE PERMITTEE, ITS ENGINEER, OROTHER PROFESSIONAL CONSULTANTS OF RESPONSIBILITY, NOR SHALL IT MAKE THE NMCWD5(63216,%/()257+(7(&+1,&$/$'(48$&<2)7+((1*,1((5·625&2168/7$17·6WORK. THE GRANT OF THIS PERMIT SHALL NOT RELIEVE THE PERMITTEE FROM COMPLYINGWITH ALL CONDITIONS AND REQUIREMENTS OF THE PERMIT WHICH SHALL BE RETAINED BYTHE PERMITTEE WITH THE PERMIT.9.THE ISSUE OF THIS PERMIT DOES NOT CONVEY ANY PROPERTY RIGHTS IN EITHER REAL ORPERSONAL PROPERTY, OR ANY EXCLUSIVE PRIVILEGES, NOR DOES IT AUTHORIZE ANY INJURY TOPRIVATE PROPERTY OR ANY INVASION OF PERSONAL RIGHTS, NOR ANY INFRINGEMENT OFFEDERAL, STATE, OR LOCAL LAWS OR REGULATIONS.NINE MILE CREEK WATERSHEDDISTRICT GENERAL PROVISIONS TUG XXXFND.TPOSTSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STO STOSTO ST OSTOSTOSTOSTOSTOSTOSTOSTOSTOFRANCE AVENUE SOUTH COUNTY ROAD NO. 17 WEST 70TH STREETEEEEEEEEEMGTSTSTSTSTSTSTSTSTTVTVHHTTTTSTOSTOSTOSTOSST-5ST-6ST-4ST-3ST-2ST-116" ASH13" LCH14" ASHGW: 853.5ST-106GW: 852.7GW: 853.5GW: 857.5GW: 848.6GW: NOT OBSERVEDGW: NOT OBSERVEDST-101GW: 852.9ST-102GW: 853.5ST-103ST-104GW: 854.6ST-105GW: NOT OBSERVEDGW: 853.4ST-107GW: NOT OBSERVEDST-108GW: NOT OBSERVEDSTOSTOSTOCOMMERCIAL/RETAIL SPACEFOOTPRINT = 44,300 SFFFE (TENANT A) = 870.00FFE (TENANT B) = 870.00FFE (TENANT C) = 867.50FFE (TENANT D) = 869.20FFE (OFFICE LOBBY) = 869.20FFE (LOADING DOCK) = 866.00MULTI-FAMILY HOUSINGBUILDING FOOTPRINT = 52,050 SFFFE (RESIDENTIAL) = 870.75PARKING RAMPFOOTPRINT = 23,595 SFFFE = 866.50LOE = 866.50LFE = 866.50LFE = 856.00LFE = 860.00LFE = 860.75LFE = 857.00XXPROPOSED FINANCIALINSTITUTIONFOOTPRINT = 6,200 SFFFE = 866.00LFE = 866.00LOE = 866.00XXXXXLOE = 866.00LFE = 856.00LOE = 867.00LFE = 857.00CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVPUGPUGPUGCTVCTVCTVCTVCTVCTVPUGPUGPUGPUGPUGROCKCONSTRUCTIONENTRANCESFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFINLET PROTECTION (TYP.)SILT FENCESILT FENCESILT FENCESILT FENCEINLET PROTECTION (TYP.)ROCK LOG INLET PROTECTIONSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0029211.10\DWG\CIVIL\0029211.10EC01.DWG EDINA, MN05/13/20227001 FRANCEEROSION CONTROL PLAN 7001 FRANCEC301 .05/13/2022 DAVID T. BADE DTB DTB TDM 10/16/2020 4530 WEST 77TH STREET SUITE #365 EDINA, MN 55435 ORION/MORTENSON :HVWZRRG3URIHVVLRQDO6HUYLFHV,QFCommon Ground AllianceCall 48 Hours before digging:811 or call811.com### ### or ## 09/13/2021 01/26/2022 02/08/2022 05/06/2022 05/13/2022 PRELIMINARY DEVELOPMENT PLAN / PUD WATERSHED COMMENTS COUNTY SUBMITTAL CITY STORMWATER COMMENTS SITE PLAN REVIEWPROJECT NUMBER: 0029211.10NOT FOR CONSTRUCTION0'30'60'90'1" = 30'PROPERTY LINESILT FENCEPOND NORMAL WATER LEVELROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETEMERGENCY OVERFLOWSOIL BORING LOCATIONSTORM SEWERDRAIN TILEWATER MAINSANITARY SEWERINLET PROTECTIONEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOURRETAINING WALLSFGRADING LIMITSCURB AND GUTTERFLARED END SECTION (WITH RIPRAP)TURF REINFORCEMENT MATEROSION CONTROL LEGEND1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OFEXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUSUTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATIONSHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFYEXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OFDISCREPANCIES.2.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANYEXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUNDCOVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND ORREMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OFEXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TOEROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITYSHALL BE INCIDENTAL TO THE GRADING CONTRACT.3.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETERESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF THE PROJECT AREA. THECONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION ANDSILTATION INCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTIONENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALL COMMENCE WITHGRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BYTHE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION ASREQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THECONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANYDEPOSITION OF SILT OR MUD ON NEW OR EXISTING PAVEMENT OR IN EXISTING STORMSEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BECLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR.ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THE CONTRACTOR AFTER THETURF IS ESTABLISHED.4.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACHWORKING DAY. A CONSTRUCTION ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TODETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.5.PROPOSED PONDS SHALL BE EXCAVATED FIRST AND USED AS TEMPORARY PONDING DURINGCONSTRUCTION.6.WHEN INSTALLING END-OF-LINE FLARED END SECTIONS, BRING THE SILT FENCE UP & OVER THEFLARED END SECTIONS & COVER DISTURBED AREAS WITH RIP RAP. THE UPSTREAM FLARED ENDSECTIONS SHALL HAVE WOOD FIBER BLANKET INSTALLED ON THE DISTURBED SOILS.7.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITHSEED AND MULCH, SOD, EROSION CONTROL BLANKET OR BE HARD SURFACE WITHIN 2 WEEKSOF COMPLETION OF CONSTRUCTION.8.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, ANDCITY.A.TEMPORARY (GREATER THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 22-111 AT30.5-POUNDS PER ACRE.B.TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACREC.INFILTRATION/FILTRATION BASIN SHALL BE MNDOT SEED MIX 34-262 AT 14.5-POUNDS PERACRE.D.POND SLOPES SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE.E.GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE.F.MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.9.FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROLBLANKET IS REQUIRED.10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAPSEDIMENT.11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTIONSHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZED TO RESTORE THE POND TO THEPROPOSED BOTTOM ELEVATION.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONALPOLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS.13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTORSHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TOINSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS ORBUILDING PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW.14.PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREETSWEEPING SHALL BE CONCURRENT WITH SITE WORK.GENERAL EROSION CONTROL NOTESSTOWATSANGLSB-19SB-19E.O.F.HEAVY DUTY SILT FENCEHDSFBIOROLLBIO982980982980ROCK LOG1.ALL TEMPORARY EROSION CONTROL MEASURES SHOWN ON THE EROSION ANDSEDIMENTATION CONTROL PLANS MUST BE INSTALLED PRIOR TO COMMENCEMENT OFSURFACE OR VEGETATION ALTERATION AND BE MAINTAINED UNTIL COMPLETION OFCONSTRUCTION AND VEGETATION IS ESTABLISHED AS DETERMINED BY NMCWD. IF SILT FENCEIS USED, THE BOTTOM FLAP MUST BE BURIED AND THE MAXIMUM ALLOWABLE SPACINGBETWEEN POSTS IS 4-FOOT ON CENTER. ALL POSTS MUST BE EITHER 2-INCH X 2-INCH PINE,HARDWOOD, OR STEEL FENCE POSTS. IF HAY BALES ARE USED, ALL BALES MUST BE STAKED INPLACE AND REINFORCED ON THE DOWNSTREAM SIDE WITH SNOW FENCE.2.ALL AREAS ALTERED BECAUSE OF CONSTRUCTION MUST BE RESTORED WITH SEED AND DISCEDMULCH, SOD, WOOD FIBER BLANKET, OR BE HARD SURFACED WITHIN TWO WEEKS AFTERCOMPLETION OF LAND ALTERATION AND NO LATER THAN THE END OF THE PERMIT PERIOD.3.UPON FINAL STABILIZATION, THE PERMIT APPLICANT IS RESPONSIBLE FOR THE REMOVAL OFALL EROSION CONTROL MEASURES INSTALLED THROUGHOUT THE PROJECT SITE.4.AT THE ENTRYWAY ONTO THE SITE, A ROCK FILTER DIKE BEING A MINIMUM OF TWO FEET INHEIGHT AND HAVING MAXIMUM SIDE SLOPES OF 4:1 MUST BE CONSTRUCTED. THIS ROCKFILTER DIKE WILL ENABLE CONSTRUCTION TRAFFIC TO ENTER THE SITE AND ALSO PROVIDE ANEROSION CONTROL FACILITY.5.IF DEWATERING IS REQUIRED AND SUMP PUMPS ARE USED, ALL PUMPED WATER MUST BEDISCHARGED THROUGH AN EROSION CONTROL FACILITY PRIOR TO LEAVING THECONSTRUCTION SITE. PROPER ENERGY DISSIPATION MUST BE PROVIDED AT THE OUTLET OFTHE PUMP SYSTEM.6.THE NMCWD MUST BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO COMMENCEMENT OFCONSTRUCTION.NINE MILE CREEK WATERSHEDDISTRICT GENERAL PROVISIONS GASGASGASGASGASGASGASGASGAS GAS GAS PUG PUG PUGPUG PUG PUG PUG PUG PUGFOFOFOFOFOFOFOFOFOFOFOFO FO FO FOFOFO FO FOPUGPUGPUGPUG WAT PUG PUG PUG PUG PUG PUG PUGPUGPUGPUGPUGPUGGAS GAS CTVCTV FO FO FO FOFOFOFOFOFOFOFO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOTUGPUGPUG PUGPUGPUGPUG PUG PUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUG PUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGXXXFO FOFOFOFOFOFOFOFOFOFOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STO STOSTO ST OSTOSTOSTOSTOSTOSTOSANSANSANSANSAN20.00STOSANSTO STO WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATFRANCE AVENUE SOUTH COUNTY ROAD NO. 17 WEST 70TH STREET8882010 20 10 UTILITY EASEMENT PER THE PLATOF YORKTOWN DOC. NO.1033725 (ITEM NO. 11)22822TELECOMMUNICATIONS EASEMENTPER DOC. NO. 983149 (ITEM NO. 12)SANITARY SEWER EASEMENTPER DOC. NO. (ITEM NO. 11)1520 15SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY)PER DOC. NO. 1033728 (ITEM NO. 14)SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY) PERDOC. NO. 1033728 (ITEM NO. 14)1010PUBLIC ROAD EASEMENT IN PER DOC.NO. 1036934 (ITEM NO. 15)STREET RIGHT OF WAY DEDICATED IN THE PLAT OFYORKTOWN DOC. NO. 1033725 (ITEM NO. 16)40 40 HIGHWAY EASEMENT PER DOC. NO.2189613 (ITEM NOS. 15 & 16)HIGHWAY EASEMENT PER DOC.NO. 2189613 (ITEM NOS. 15 & 16)PUBLIC STREET, DRAINAGE & UTILITYEASEMENT PER DOC. NO. T4859947(ITEM NO. 16)SIDEWALK & UTILITY EASEMENT PERDOC. NOS. T05067233 &T05132844(ITEM NO. 17)SIDEWALK & UTILITY EASEMENTPER DOC. NOS. T05067233 &T05132844 (ITEM NO. 17)TELECOMMUNICATIONSEASEMENT PER DOC. NO.983149 (ITEM NO. 12)EEEEEEEEEMGTSTSTSTSTSTSTSTSTTVTVHHTTTTSTOSTOSTOSTORIM = 862.97IE = 855.15 (CITY AS-BUILT)S9" CLAY @ 0.8%ST-5ST-6ST-4ST-3ST-2ST-116" ASH13" LCH14" ASHGW: 853.5ST-106GW: 852.7GW: 853.5GW: 857.5GW: 848.6GW: NOT OBSERVEDGW: NOT OBSERVEDST-101GW: 852.9ST-102GW: 853.5ST-103ST-104GW: 854.6ST-105GW: NOT OBSERVEDGW: 853.4ST-107GW: NOT OBSERVEDST-108GW: NOT OBSERVEDSTOSTOSTOCOMMERCIAL/RETAIL SPACEFOOTPRINT = 44,300 SFFFE (TENANT A) = 870.00FFE (TENANT B) = 870.00FFE (TENANT C) = 867.50FFE (TENANT D) = 869.20FFE (OFFICE LOBBY) = 869.20FFE (LOADING DOCK) = 866.00MULTI-FAMILY HOUSINGBUILDING FOOTPRINT = 52,050 SFFFE (RESIDENTIAL) = 870.75PARKING RAMPFOOTPRINT = 23,595 SFFFE = 866.50LOE = 866.50LFE = 866.50LFE = 856.00LFE = 860.00LFE = 860.75LFE = 857.00XXPROPOSED FINANCIALINSTITUTIONFOOTPRINT = 6,200 SFFFE = 866.00LFE = 866.00LOE = 866.00XXXXXLOE = 866.00LFE = 856.00LOE = 867.00LFE = 857.00CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVPUGPUGPUGCTVCTVCTVCTVCTVCTVPUGPUGPUGPUGPUG8" SAN STUBIE=858.608" WM STUB8" SAN STUBIE=856.948" WM STUB8" WM STUB6" SAN STUBIE=856.466" SAN STUBIE=860.278" SAN STUBIE=861.366" WM STUB8" WM STUBHYDRANTHYDRANTHYDRANTHYDRANTHYDRANT109 LF - 10" PVC @ 0.70%SAN MH 11RIM=863.85IE(E)=855.50IE(SW)=855.40CORE DRILL INTOEXISTING SAN MH 10RAISE RIM TO 863.67IE(S,NE)=855.1536 LF - 10" PVC @ 0.70%SAN MH 12RIM=864.56IE(N,E)=855.83IE(W)=855.73SAN MH 13RIM=865.55IE(N,E)=856.69IE(W)=856.59222 LF - 10" PVC @ 0.70%SAN MH 14RIM=866.94IE(E,S)=858.34IE(W)=858.24SAN MH 15RIM=867.78IE(N)=859.15IE(W)=859.05102 LF - 10" PVC @ 0.70%SAN MH 16RIM=867.89IE(W,N)=859.95IE(S)=859.85100 LF - 10" PVC @ 0.70%171 LF - 8" PVC @ 0.70%SAN MH 16RIM=870.32IE(W)=861.25IE(S)=861.1516 LF - 8" PVC @ 0.70%16 LF - 6" PVC @ 2.00%26 LF - 8" PVC @ 1.00%25 LF - 8" PVC @ 1.00%INSULATE PIPE25 LF - 6" PVC @ 2.00%8" DIP1234567891011121314151617181920AAA8" DIP8" DIP8" DIP8" DIP33 LF - 10"PVC @ 0.70%REFER TO US BANK LOT PLANS FORLOT SPECIFIC UTILITY INFORMATIONSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0029211.10\DWG\CIVIL\0029211.10UT01.DWG EDINA, MN05/13/20227001 FRANCESANITARY AND WATERMAIN PLAN 7001 FRANCEC400 .05/13/2022 DAVID T. BADE . . . 10/16/2020 4530 WEST 77TH STREET SUITE #365 EDINA, MN 55435 ORION/MORTENSON :HVWZRRG3URIHVVLRQDO6HUYLFHV,QFCommon Ground AllianceCall 48 Hours before digging:811 or call811.com### ### or ## 09/13/2021 01/26/2022 02/08/2022 05/06/2022 05/13/2022 PRELIMINARY DEVELOPMENT PLAN / PUD WATERSHED COMMENTS COUNTY SUBMITTAL CITY STORMWATER COMMENTS SITE PLAN REVIEWPROJECT NUMBER: 0029211.10SANEXISTINGPROPOSEDSANITARY SEWERSTOSTORM SEWERWATWATER MAINEASEMENT LINEPROPERTY LINEWATHYDRANTGATE VALVEDRAIN TILEFLARED END SECTION (WITH RIPRAP)LIGHT POLEGASGASGASPUGUNDERGROUND ELECTRICPUGTUGUNDERGROUND TELEPHONETOHPOHOVERHEAD ELECTRICPOHTOHOVERHEAD TELEPHONETOHFOTELEPHONE FIBER OPTICFOCTVCABLE TELEVISIONCTVFMFMSANITARY SEWER FORCE MAINCURB AND GUTTERUTILITY LEGEND1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESEPLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THEINFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIORTO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES.2.ALL SANITARY SEWER, STORM SEWER AND WATER MAIN MATERIAL AND INSTALLATIONS SHALL BE PER CITY REQUIREMENTS, MINNESOTAPLUMBING CODE, AND IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICELINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OFMINNESOTA.3.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSEDWORK OR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OFTHE CONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER.4.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS,PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY CONNECTION LOCATIONS.5.ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY.THE CONTRACTOR SHALL COORDINATE THE SERVICE LINE CONSTRUCTION WITH THE UTILITY COMPANIES.6.CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, AND UTILITIES SHALL BE INSPECTED ANDAPPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED 48-HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANYREQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAINBELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED ORUNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR.7.WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FOR ADDITIONAL PIPE WHEN INSTALLING ONSLOPES OR WHEN DEFLECTIONS ARE REQUIRED. THE JOINT DEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPEMANUFACTURER OR BY LOCAL GOVERNING SPECIFICATIONS. FITTINGS REQUIRED TO CONSTRUCT WATER MAIN SHALL BE INCLUDED INWATER MAIN CONSTRUCTION.8.PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS.9.A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS WITH SANITARY SEWER OR STORMSEWER. THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTION WITHIN 10-FEET OF THE CROSSING. INSULATE CROSSINGS WITHSTORM SEWER.10.UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR NOTED.11.DUCTILE IRON WATER LINES SHALL BE CLASS 52, PER AWWA C115 OR C151. COPPER WATER LINES SHALL BE TYPE K PER ASTM B88. PVCWATER LINES SHALL BE PER AWWA C900 AND INSTALLED PER AWWA C605 IF ALLOWED BY CITY.12.ALL WATER LINES SHALL HAVE 7.5' MINIMUM COVER. INSULATE WATER MAIN IF LESS THAN 8' OF COVER. INSULATION SHALL BE DOWSTYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 4 INCHES OF THICKNESS.13.SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE POLYVINYL CHLORIDE (PVC) SDR 35 OR 26. SDR 26 IS REQUIRED FORDEPTHS GREATER THAN 15 FEET. SANITARY SEWER PIPE WITHIN 5 FEET OF THE BUILDING AND UNDER FOOTINGS SHALL BE SCHEDULE 40PER ASTM D2665. ALL PLASTIC SANITARY SEWER SHALL BE INSTALLED PER D2321. SOLVENT WELD JOINTS MUST INCLUDE USE OF APRIMER WHICH IS OF A CONTRASTING COLOR TO THE PIPE AND CEMENT. ALL SANITARY SEWER SHALL BE TESTED ACCORDING TOMINNESOTA PLUMBING CODE, PART 712.0.14.STORM SEWER PIPE:A.RCP AND HDPE PIPE MAY BE INSTALLED WITH APPROVAL OF LOCAL GOVERNING AGENCY.B.REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER, CLASS 3 FOR PIPE DIAMETERS 21" ANDLARGER UNLESS OTHERWISE NOTED, PER ASTM C76 WITH R-4 GASKETS.C.HDPE STORM PIPE 4- TO 10-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF AASHTO M252. HDPE STORM PIPE 12- TO60-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF ASTM F2306. FITTINGS SHALL BE PER ASTM D3212 AND INSTALLED PERASTM D2321.D.PVC STORM SEWER PIPE AND FITTINGS SHALL BE SCHEDULE 40 PIPE PER ASTM D2665 AND INSTALLED PER ASTM D2321.E.CORRUGATED METAL PIPE (CMP) FOR SIZES 18- TO 120-INCH AND MUST MEET ASTM A760 OR ASTM A796 AND BE INSTALLED PERASTM A798. CMP MAY NOT BE INSTALLED WITHIN 10-FEET OF A WATERMAIN, WATER SERVICE, OR A BUILDING.F.ALL STORM SEWER JOINTS AND STRUCTURE CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT AS REQUIRED BY MINNESOTAPLUMBING CODE, PART 707.3. STORM SEWER LOCATED WITHIN 10-FEET OF A BUILDING AND/OR WATER LINE SHALL BE TESTED PERMINNESOTA PLUMBING CODE, PART 712.15.ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PER MINNESOTA RULES, PART 7560.0150.16.POST INDICATOR VALVES SHALL BE CLOW F-5750 (OR EQUIVALENT) MEETING AWWA STANDARD C509 AND CITY STANDARDS. VALVE TOBE MECHANICAL JOINT RESILIENT WEDGE GATE VALVE. POST TO BE ADJUSTABLE FOR 8 FEET WATER MAIN DEPTH. THE ELECTRICAL ALARMSWITCH SHALL BE PART NO. PCVS2 (OR EQUIVALENT).17.AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS-BUILT RECORD OF UTILITYCONSTRUCTION. THE AS-BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TOVERIFY WITH OWNER OR ENGINEER WHETHER A PLAN WITH POST-CONSTRUCTION ELEVATIONS IS REQUIRED.18.ALL MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPED ELEVATIONS.19.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPED ELEVATIONS.GENERAL UTILITY NOTESSDTNOT FOR CONSTRUCTION0'30'60'90'1" = 30'A.CONNECT TO EXISTING. COORDINATE CONNECTION WITH THE CITY.UTILITY KEYNOTEA GASGASGASGASGASGASGASGASGAS GAS GAS PUG PUG PUGPUG PUG PUG PUG PUG PUGFOFOFOFOFOFOFOFOFOFOFOFO FO FO FOFOFO FO FOPUGPUGPUGPUG WAT PUG PUG PUG PUG PUG PUG PUGPUGPUGPUGPUGPUGGAS GAS CTVCTV FO FO FO FOFOFOFOFOFOFOFO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOTUGPUGPUG PUGPUGPUGPUG PUG PUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUG PUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGXXXFO FOFOFOFOFOFOFOFOFOFOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STO STOSTO ST OSTOSTOSTOSTOSTOSTOSANSANSANSANSAN20.00STOSANSTO STO WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATFRANCE AVENUE SOUTH COUNTY ROAD NO. 17 WEST 70TH STREET8882010 20 10 UTILITY EASEMENT PER THE PLATOF YORKTOWN DOC. NO.1033725 (ITEM NO. 11)22822TELECOMMUNICATIONS EASEMENTPER DOC. NO. 983149 (ITEM NO. 12)SANITARY SEWER EASEMENTPER DOC. NO. (ITEM NO. 11)1520 15SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY)PER DOC. NO. 1033728 (ITEM NO. 14)SCENIC AND OPEN SPACE EASEMENT INFAVOR OF EDINA VILLAGE (NOW CITY) PERDOC. NO. 1033728 (ITEM NO. 14)1010PUBLIC ROAD EASEMENT IN PER DOC.NO. 1036934 (ITEM NO. 15)STREET RIGHT OF WAY DEDICATED IN THE PLAT OFYORKTOWN DOC. NO. 1033725 (ITEM NO. 16)40 40 HIGHWAY EASEMENT PER DOC. NO.2189613 (ITEM NOS. 15 & 16)HIGHWAY EASEMENT PER DOC.NO. 2189613 (ITEM NOS. 15 & 16)PUBLIC STREET, DRAINAGE & UTILITYEASEMENT PER DOC. NO. T4859947(ITEM NO. 16)SIDEWALK & UTILITY EASEMENT PERDOC. NOS. T05067233 &T05132844(ITEM NO. 17)SIDEWALK & UTILITY EASEMENTPER DOC. NOS. T05067233 &T05132844 (ITEM NO. 17)TELECOMMUNICATIONSEASEMENT PER DOC. NO.983149 (ITEM NO. 12)EEEEEEEEEMGTSTSTSTSTSTSTSTSTTVTVHHTTTTSTOSTOSTOSTORIM=871.0FULL OFDEBRISRIM=870.6INV(E)=866.4INV(NE)-866.3RIM=871.6INV(E)=865.1INV(W)=864.9INV(S)=866.1RIM=869.1INV(E)=864.5RIM=868.3INV(N/E)=864.3INV(W)=863.6RIM=866.7INV(N)=862.7INV(S)=863.0INV(E/W)=862.6RIM=866.5INV(N)=862.6INV(E)=862.5INV(W)=861.7RIM=871.5INV(E)=867.215"RCPRIM=867.5INV=863.2RIM = 862.97IE = 855.15 (CITY AS-BUILT)RIM=866.8INV(E)=859.4INV(W)=859.1RIM=862.8INV(N)=857.2INV(E)=859.2INV(SE)=857.5INV(SW)=856.3RIM=866.2INV=863.3RIM=869.5FULLOFWATERRIM=871.1INV=868.0RIM=863.4FULL OF ICE & DEBRISRIM=863.1INV(NE)=859.6INV(W)=859.1RIM=861.2INV=858.112" RCPRIM=861.8INV(E)=857.7INV(W)=858.2INV(S)=857.6RIM=862.1INV=857.912" RCPRIM=862.5INV(N)=852.8INV(S)=852.615" RCP21" RCPS12" RCP21" RCP12" RCP21" RCP9" CLAY @ 0.8%24" RCP24" RCP24" RCP12" RCP 8"PVC 12"RCPST-5ST-6ST-4ST-3ST-2ST-116" ASH13" LCH14" ASHGW: 853.5ST-106GW: 852.7GW: 853.5GW: 857.5GW: 848.6GW: NOT OBSERVEDGW: NOT OBSERVEDST-101GW: 852.9ST-102GW: 853.5ST-103ST-104GW: 854.6ST-105GW: NOT OBSERVEDGW: 853.4ST-107GW: NOT OBSERVEDST-108GW: NOT OBSERVED15" RCPSTOSTOSTOCOMMERCIAL/RETAIL SPACEFOOTPRINT = 44,300 SFFFE (TENANT A) = 870.00FFE (TENANT B) = 870.00FFE (TENANT C) = 867.50FFE (TENANT D) = 869.20FFE (OFFICE LOBBY) = 869.20FFE (LOADING DOCK) = 866.00MULTI-FAMILY HOUSINGBUILDING FOOTPRINT = 52,050 SFFFE (RESIDENTIAL) = 870.75PARKING RAMPFOOTPRINT = 23,595 SFFFE = 866.50LOE = 866.50LFE = 866.50LFE = 856.00LFE = 860.00LFE = 860.75LFE = 857.00XXPROPOSED FINANCIALINSTITUTIONFOOTPRINT = 6,200 SFFFE = 866.00LFE = 866.00LOE = 866.00XXXXXLOE = 866.00LFE = 856.00LOE = 867.00LFE = 857.00CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVPUGPUGPUGCTVCTVCTVCTVCTVCTVPUGPUGPUGPUGPUG18" PVC ROOF DRAINIE=863.6415" PVC ROOF DRAINIE=861.0090" CONTECH CMP PIPESBOTTOM OF ROCK=855.50BOTTOM OF PIPES=856.50OUTLET ELEVATION=858.50INFILTRATION VOLUME=18,792 CF100-YEAR FLOOD VOLUME=60,076 CF100-YEAR HWL=863.34STMH 101RIM=863.36IE(S,N,E)=856.6028 LF - 15" RCP@ 1.07%54 LF - 15" RCP @ 1.43%REPLACE STMH 100RIM=863.13IE(W,N)=856.30STMH 102RIM=864.76IE(SW,E)=857.37202 LF - 15" RCP @ 0.50%STMH 103RIM=866.71IE(NE,W)=858.38OCS 104RIM=866.37IE(N)=856.50IE(SW)=858.5024 LF - 15" RCP @ 0.50%CBMH 201RIM=865.36IE(S)=860.66IE(E)=860.58IE(NW)=859.00CB 210RIM=866.22IE(E)=862.7260 LF -21" RCP@ 0.50%STMH 200RIM=866.65IE(W)=862.60IE(SE)=858.70IE(N)=856.503' SUMP=853.50CB 220RIM=865.60IE(W,E)=862.10190 LF - 12" RCP @ 0.50%88 LF - 12" RCP @ 0.50%STMH 202RIM=867.67IE(N)=862.69IE(S)=861.66IE(W)=861.536 LF - 18" PVC@ 2.00%30 LF - TRENCHDRAIN @ 1.00%TRENCH DRAINRIM=869.60IE=868.72TRENCH DRAINRIM=869.72IE=868.72CBMH 301RIM=870.60IE(E)=866.40IE(S,N)=865.0633 LF - 15" RCP @ 0.48%REBUILD STMH 300RIM=871.60IE(N)=867.05IE(E)=865.10IE(S)=864.90IE(W)=864.90CBMH 203RIM=867.00IE(N,S)=863.0265 LF - 12" STM@ 0.50%CONNECT TOCONTECH CMP PIPE.IE=859.8018" PVC ROOF DRAINIE=863.006 LF - 18" PVC@ 2.00%CONNECT TOCONTECH CMP PIPE.IE=859.8018" PVC ROOF DRAINIE=864.506 LF - 18" PVC@ 2.00%CONNECT TOCONTECH CMP PIPE.IE=859.8018" PVC ROOF DRAINIE=864.506 LF - 18" PVC@ 2.00%CONNECT TOCONTECH CMP PIPE.IE=859.8018" PVC ROOF DRAINIE=863.6845 LF - 18" PVC@ 2.00%CONNECT TOCONTECH CMP PIPE.IE=859.8018" PVC ROOF DRAINIE=863.0445 LF - 18" PVC@ 2.00%CONNECT TOCONTECH CMP PIPE.IE=859.8023 LF -12" RCP@ 0.50%17 LF - 15" PVC @ 2.00%CBMH 302RIM=869.51IE(S)=868.70IE(E)=866.00IE(N)=865.35CB 310RIM=870.77IE=867.2772 LF - 12" RCP @ 0.48%29 LF - 12" RCP@ 4.38%REFER TO US BANK LOT PLANS FORLOT SPECIFIC UTILITY INFORMATIONSUMP MH 230RIM=867.14IE(W)=862.14IE(E)=859.88SUMP=856.88SUMP MH 240RIM=868.50IE(W)=862.78IE(E)=859.88SUMP=856.88SUMP MH 250RIM=869.87IE(W)=864.38IE(E)=859.88SUMP=856.88SUMP MH 260RIM=870.64IE(E)=864.38IE(W)=859.88SUMP=856.88SUMP MH 270RIM=868.94IE(E)=862.88IE(W)=859.88SUMP=856.88SUMP MH 280RIM=867.64IE(E)=863.52IE(W)=859.88SUMP=856.88ADJUST STORMMANHOLE CASTINGRIM=862.95SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0029211.10\DWG\CIVIL\0029211.10UT01.DWG EDINA, MN05/13/20227001 FRANCESTORM SEWER PLAN 7001 FRANCEC401 .05/13/2022 DAVID T. BADE . . . 10/16/2020 4530 WEST 77TH STREET SUITE #365 EDINA, MN 55435 ORION/MORTENSON :HVWZRRG3URIHVVLRQDO6HUYLFHV,QFCommon Ground AllianceCall 48 Hours before digging:811 or call811.com### ### or ## 09/13/2021 01/26/2022 02/08/2022 05/06/2022 05/13/2022 PRELIMINARY DEVELOPMENT PLAN / PUD WATERSHED COMMENTS COUNTY SUBMITTAL CITY STORMWATER COMMENTS SITE PLAN REVIEWPROJECT NUMBER: 0029211.10SANEXISTINGPROPOSEDSANITARY SEWERSTOSTORM SEWERWATWATER MAINEASEMENT LINEPROPERTY LINEWATHYDRANTGATE VALVEDRAIN TILEFLARED END SECTION (WITH RIPRAP)LIGHT POLEGASGASGASPUGUNDERGROUND ELECTRICPUGTUGUNDERGROUND TELEPHONETOHPOHOVERHEAD ELECTRICPOHTOHOVERHEAD TELEPHONETOHFOTELEPHONE FIBER OPTICFOCTVCABLE TELEVISIONCTVFMFMSANITARY SEWER FORCE MAINCURB AND GUTTERUTILITY LEGEND1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESEPLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THEINFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIORTO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES.2.ALL SANITARY SEWER, STORM SEWER AND WATER MAIN MATERIAL AND INSTALLATIONS SHALL BE PER CITY REQUIREMENTS, MINNESOTAPLUMBING CODE, AND IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICELINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OFMINNESOTA.3.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSEDWORK OR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OFTHE CONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER.4.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS,PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY CONNECTION LOCATIONS.5.ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY.THE CONTRACTOR SHALL COORDINATE THE SERVICE LINE CONSTRUCTION WITH THE UTILITY COMPANIES.6.CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, AND UTILITIES SHALL BE INSPECTED ANDAPPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED 48-HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANYREQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAINBELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED ORUNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR.7.WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FOR ADDITIONAL PIPE WHEN INSTALLING ONSLOPES OR WHEN DEFLECTIONS ARE REQUIRED. THE JOINT DEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPEMANUFACTURER OR BY LOCAL GOVERNING SPECIFICATIONS. FITTINGS REQUIRED TO CONSTRUCT WATER MAIN SHALL BE INCLUDED INWATER MAIN CONSTRUCTION.8.PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS.9.A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS WITH SANITARY SEWER OR STORMSEWER. THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTION WITHIN 10-FEET OF THE CROSSING. INSULATE CROSSINGS WITHSTORM SEWER.10.UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR NOTED.11.DUCTILE IRON WATER LINES SHALL BE CLASS 52, PER AWWA C115 OR C151. COPPER WATER LINES SHALL BE TYPE K PER ASTM B88. PVCWATER LINES SHALL BE PER AWWA C900 AND INSTALLED PER AWWA C605 IF ALLOWED BY CITY.12.ALL WATER LINES SHALL HAVE 7.5' MINIMUM COVER. INSULATE WATER MAIN IF LESS THAN 7.5' OF COVER. INSULATION SHALL BE DOWSTYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 4 INCHES OF THICKNESS.13.SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE POLYVINYL CHLORIDE (PVC) SDR 35 OR 26. SDR 26 IS REQUIRED FORDEPTHS GREATER THAN 15 FEET. SANITARY SEWER PIPE WITHIN 5 FEET OF THE BUILDING AND UNDER FOOTINGS SHALL BE SCHEDULE 40PER ASTM D2665. ALL PLASTIC SANITARY SEWER SHALL BE INSTALLED PER D2321. SOLVENT WELD JOINTS MUST INCLUDE USE OF APRIMER WHICH IS OF A CONTRASTING COLOR TO THE PIPE AND CEMENT. ALL SANITARY SEWER SHALL BE TESTED ACCORDING TOMINNESOTA PLUMBING CODE, PART 712.0.14.STORM SEWER PIPE:A.RCP AND HDPE PIPE MAY BE INSTALLED WITH APPROVAL OF LOCAL GOVERNING AGENCY.B.REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER, CLASS 3 FOR PIPE DIAMETERS 21" ANDLARGER UNLESS OTHERWISE NOTED, PER ASTM C76 WITH R-4 GASKETS.C.HDPE STORM PIPE 4- TO 10-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF AASHTO M252. HDPE STORM PIPE 12- TO60-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF ASTM F2306. FITTINGS SHALL BE PER ASTM D3212 AND INSTALLED PERASTM D2321.D.PVC STORM SEWER PIPE AND FITTINGS SHALL BE SCHEDULE 40 PIPE PER ASTM D2665 AND INSTALLED PER ASTM D2321.E.CORRUGATED METAL PIPE (CMP) FOR SIZES 18- TO 120-INCH AND MUST MEET ASTM A760 OR ASTM A796 AND BE INSTALLED PERASTM A798. CMP MAY NOT BE INSTALLED WITHIN 10-FEET OF A WATERMAIN, WATER SERVICE, OR A BUILDING.F.ALL STORM SEWER JOINTS AND STRUCTURE CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT AS REQUIRED BY MINNESOTAPLUMBING CODE, PART 707.3. STORM SEWER LOCATED WITHIN 10-FEET OF A BUILDING AND/OR WATER LINE SHALL BE TESTED PERMINNESOTA PLUMBING CODE, PART 712.15.ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PER MINNESOTA RULES, PART 7560.0150.16.POST INDICATOR VALVES SHALL BE CLOW F-5750 (OR EQUIVALENT) MEETING AWWA STANDARD C509 AND CITY STANDARDS. VALVE TOBE MECHANICAL JOINT RESILIENT WEDGE GATE VALVE. POST TO BE ADJUSTABLE FOR 8 FEET WATER MAIN DEPTH. THE ELECTRICAL ALARMSWITCH SHALL BE PART NO. PCVS2 (OR EQUIVALENT).17.AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS-BUILT RECORD OF UTILITYCONSTRUCTION. THE AS-BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TOVERIFY WITH OWNER OR ENGINEER WHETHER A PLAN WITH POST-CONSTRUCTION ELEVATIONS IS REQUIRED.18.ALL MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPED ELEVATIONS.19.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPED ELEVATIONS.GENERAL UTILITY NOTESSDTNOT FOR CONSTRUCTION0'30'60'90'1" = 30'12" SIDE SPACING(TYP.)12"36" INTERIOR SPACING(TYP.)90"'(TYP.)LAST REVISED:08/11/17UNDERGROUND CONTECH STORMWATER STORAGEST20WASHED COURSE AGGREGATE40% VOIDSSUITABLE SUBGRADE MATERIALPAVEMENT SECTION. SEE DETAIL FORSPECIFIC DEPTHS.ON-SITE FILL MATERIAL24" INLET PIPEBOTTOM OF SAND = 855.50SEE PLAN FOR PIPELENGTH24" CONNECTION PIPE6"WEIR WALLELEVATION = 858.5015" STRUCTURE OUTLET PIPEHEADER PIPE PROFILEIE = 856.50IE = 856.50IE = 858.24NOT TO SCALEFOR REFERENCE ONLY. CONTRACTOR TO PROVIDE ENGINEERWITH SHOP DRAWINGS PRIOR TO CONSTRUCTION.SEE PLANLAST REVISED:09/14/20ST04OCS 502 - FROM STORMTECH CHAMBERSAANOTES:1.BASE TO BE GROUTED TO FORM A SMOOTH INVERT TO OUTLET.2.PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED.3.SEE DETAIL ST16 FOR CASTING TYPE.CONCRETE MANHOLEAND BASE TO BECRETEX TYPE 433B ORAPPROVED EQUALMANHOLE COVER TOBE CRETEX TYPE II WITHEITHER 27" ROUND OR24"x36" RECTANGULAROPENINGMINIMUM OF TWO 2"ADJUSTING RINGS24" PVCSECTION A-APLANWEIR ELEVATION(SEE PLAN)WEIR = 858.0015" RCPIE = 857.5624" PVC FROM STORMTECHSYSTEM. VERIFY PIPE SIZE ANDINVERT WITH STORMTECH PLANSIE = 857.0012" PVC MANIFOLD FROM STORMTECHSYSTEM. VERIFY PIPE SIZE AND INVERTWITH STORMTECH PLANS15" RCP SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0029211.10\DWG\CIVIL\0029211.10DT01.DWG EDINA, MN05/13/20227001 FRANCECITY DETAILS 7001 FRANCEC500 .05/13/2022 DAVID T. BADE . . . 10/16/2020 4530 WEST 77TH STREET SUITE #365 EDINA, MN 55435 ORION/MORTENSON :HVWZRRG3URIHVVLRQDO6HUYLFHV,QFCommon Ground AllianceCall 48 Hours before digging:811 or call811.com### ### or ## 09/13/2021 01/26/2022 02/08/2022 05/06/2022 05/13/2022 PRELIMINARY DEVELOPMENT PLAN / PUD WATERSHED COMMENTS COUNTY SUBMITTAL CITY STORMWATER COMMENTS SITE PLAN REVIEWPROJECT NUMBER: 0029211.10NOT FOR CONSTRUCTION0'#########1" = ### SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0029211.10\DWG\CIVIL\0029211.10DT01.DWG EDINA, MN05/13/20227001 FRANCEDETAILS 7001 FRANCEC501 .05/13/2022 DAVID T. BADE . . . 10/16/2020 4530 WEST 77TH STREET SUITE #365 EDINA, MN 55435 ORION/MORTENSON :HVWZRRG3URIHVVLRQDO6HUYLFHV,QFCommon Ground AllianceCall 48 Hours before digging:811 or call811.com### ### or ## 09/13/2021 01/26/2022 02/08/2022 05/06/2022 05/13/2022 PRELIMINARY DEVELOPMENT PLAN / PUD WATERSHED COMMENTS COUNTY SUBMITTAL CITY STORMWATER COMMENTS SITE PLAN REVIEWPROJECT NUMBER: 0029211.104"LAST REVISED:08/08/17WM06WATERMAIN INSULATIONSEWERWATERMINIMUM 2INSULATION LAYERSWITH JOINTSSTAGGERED6" COMPACTEDGRANULAR FILLWATERMAINW.M. COVER WIDTH (W) 4.0'-4.9'8' 5.0'-5.9'6' 6.0'-7.0'4' 7.0' + 0'NOTES:1.INSULATION SHALL BE EXTRUDED POLYSTYRENE (XEPS) INSULATION BOARD, "CERTIFOAM SE" OR"STYROFOAM SM" OR EQUIVALENT.2.INSULATION SHALL BE PLACED ON A SMOOTH, LEVEL FOUNDATION WHICH HAS BEEN FIRMLY COMPACTED.3.SEPARATE LAYERS OF INSULATION USED TO MAKE UP THE 4" THICKNESS SHALL HAVE STAGGERED JOINTSTO ENSURE THE CONTINUITY OF THE INSULATION.4.ALL WATERMAIN/ STORM SEWER CROSSINGS WITH LESS THAN 36" CLEARANCE SHALL BE INSULATED.5.SANITARY SEWER INSULATION SIMILARMINIMUM 1 1/2" THICK INSULATIONLAYERS WITH JOINTS STAGGEREDAND EXTENDING 4' EACH WAYFROM WATERMAIN C/LMECHANICAL COMPACTEDBACKFILL6"W/2W/218" MIN.INSULATION FOR SHALLOW WATER MAININSULATION AT PIPE CROSSING4"ENTRANCE THRU CURB AND GUTTERSI07NOTES:1.1/2" PREFORMED JOINT FILLER MATERIAL- AASHTO M2132.CONCRETE GUTTER SHALL BE PER MnDOT SPEC 2531LAST REVISED:08/15/17PLAN VIEWSECTION A-A1/2" EXPANSION JOINT 3'R MIN.VARIABLE WIDTH TO BE STAKED IN FIELD1/2" EXPANSION JOINT IFMATCHING CONCRETE3'3'R MIN.1/2" EXPANSION JOINTFLOW LINETO BE PAID AS 6" CONC. APRONTO BE PAID AS CONC. C&G TO BE PAID AS CONC. C&GBIT. SURFGUTTERAS DIRECTED BY ENGINEER3.0'TO BE PAID AS6" CONC. D.W.TO BE PAID AS 6" CONC. APRONAA6" MAX.AANOTES:1.PROVIDE A RELATIVELY FLAT MINIMUM 4'x4' LANDING BEHIND THE PEDESTRIAN RAMP, 2% MAXIMUM CROSS SLOPE BOTH DIRECTIONS.2.CURB RAMP AREA TO BE CONCRETE AND MEET LATEST ADA REQUIREMENTS. RAMP CROSS SLOPE 2% MAXIMUM. BACK-TO-BACK PEDESTRIAN RAMPS SHALL HAVE MINIMUM 48'' LANDING BETWEEN, OR PROVIDE AT-GRADE CROSSING.3.SIDE FLARES TO BE CONCRETE AND IMPLEMENTED WHERE ADJACENT TO PAVED AREAS. FLARED SLOPE TO BE 10% MAXIMUM. EXISTING CURB RAMP ALTERATIONS, WITH NO LANDING, SHALL BE 8.33% MAXIMUM. PROVIDE 10% MAXIMUM SLOPE, UNLESS NOTED OTHERWISE.4.ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE MAY NOT BE GREATER THAN 1/4 INCH.5.ADA REQUIRED DETECTABLE WARNING SURFACE(TRUNCATED DOMES) SHALL BE 2' MIN. IN DIRECTION OF LANDING AT CURB AND SHALL EXTEND THE FULL WIDTH OF THE LANDING. AREA SHALL BE CONTRASTING COLOR TO THE ADJACENT WALKING SURFACE WITH A PREFABRICATED CAST IRON TRUNCATED DOME INSERT MEETING THE ADA DOME SIZE AND SPACING REQUIREMENTS.ALAST REVISED:08/15/17PUBLIC PEDESTRIAN CURB RAMPSI09AA332233FACE OFCURBBACK OFCURBFACE OFCURB15158"5' MIN.4' MIN. ORPER PLAN5' MIN.5'-4" MIN. 2' 8"5' MIN.5' MIN.4' MIN. ORPER PLAN5'-4" MIN. 2'CURB FACEOR GUTTER5% APPROACHSLOPE MAXSEE NOTE #41/2" PREFORMEDJOINT FILLER MATERIALRAMP5'-4" MIN.LANDING4' MIN.RAMP 8.33%MAX. SLOPECONCRETE WALKDET. WARN.SURFACEROUND ALL SLOPEDINTERSECTIONSSIDE FLARE 10%MAX. SLOPESIDE FLARE5' MIN.RAMP4' MIN.SIDE FLARE5' MIN.ELEVATION OF RAMPSECTION A-APLAN VIEW OF DIAGONAL RAMPPLAN VIEW OF PERPENDICULAR RAMPNOTES:1.TAPED AREAS TO BE CENTERED AND ALIGNED ON CENTER LINE AND LANE LINES. MAKE ADJUSTMENTS IN CENTER MEDIAN AREA.2.ZEBRA CROSSWALKS SHALL BE WHITE POLYMER-PREFORMED TAPE OR AN ACCEPTABLE EQUIVALENT APPROVED BY THE ENGINEER.3.A MINIMUM OF 1.5 FT. CLEAR DISTANCE MUST BE LEFT ADJACENT TO CURB. IF LAST STRIPED AREA FALLS INTO THIS DISTANCE, IT MUST BE OMITTED.4.REMOVE ALL CONFLICTING PAVEMENT MARKINGS AS DIRECTED BY THE ENGINEER.5.AT SKEWED CROSSWALKS, THE TAPED AREAS ARE TO REMAIN PARALLEL TO THE LANE LINES.6.WHERE PAVEMENT MARKINGS CAN NOT BE INLAYED INTO THE HOT MAT, PAVEMENT SHALL BE GROOVED FOR THE INSTALLATION OF THE POLYMER-PREFORMED MARKINGS. SEE Mn/DOT STANDARD SPECIFICATION 2564.LAST REVISED:08/15/17CROSS WALK STRIPINGSI11PAVEMENT MARKING(TYP.)DRIVING LANE(WIDTH VARIES)6 FT3 FT 3 FTDRIVING LANE(WIDTH VARIES)ROADCLNOTE:1.ALL TRAFFIC FLOW ARROWS TO BE SOLID WHITE REFLECTIVE TRAFFIC PAINT AS PER DIMENSIONS ABOVETRAFFIC ARROWLAST REVISED:08/15/17SI132.001.753.751.002.00R4.75HANDICAP SYMBOLLAST REVISED:08/15/17HANDICAP ACCESSIBLE SIGNAGE AND STRIPINGSI15HANDICAP SIGNNOPARKINGNOTE:BOTTOM OF SIGNS TO BE MOUNTED60"-66" FROM PARKING GRADE, SEESIGN POST INSTALLATION DETAILHANDICAP PARKINGNOTE:STRIPING TO MATCHPARKING, UNLESSPER LOCAL CODENOTE:SEE PLAN FOR PARKING LAYOUTNOPARKINGPARKINGVEHICLE IDREQUIREDUP TO $200 FINEFOR VIOLATIONVANACCESSIBLENOPARKING ACCESS AISLEHANDICAP PARKING SPACE WITHPAINTED INTERNATIONAL SYMBOL OFACCESSIBILITY WITH CONTRASTINGSQUARE BACKGROUND, CENTEREDTOWARD DRIVE AISLE.HANDICAP PARKINGSIGNS, 12"X18", OR PERLOCAL CODEHANDICAP SIGNCENTERED AT HEAD OFSPACE ON CENTER STRIPEHANDICAP PARKING ACCESSAISLE WITH PAINTED 12"HIGH LETTERING OF "NOPARKING" CENTEREDTOWARD DRIVE AISLEPER CITY CODE HANDICAP VANACCESSIBLE PARKINGSIGN, 12"X16", OR PERLOCAL CODE, ASAPPLICABLEFACE OF CURBSIDEWALKHANDICAP SIGNCENTERED AT HEAD OFSPACE, 2' MIN. AND 8'MAX. FROM FACE OFCURB2"-0"2"-0"10" DIAMETER CENTERSYMBOL IN PARKING STALL,ALL LINES TO BE 5" WIDE2"-0"NOPARKING4" WIDE PAINTED STRIPINGAT 45 DEGREES AND AT 2'O.C. AT ACCESS AISLE8'MIN.8'MIN.8'MIN. SI19PAVEMENT SECTIONS SHOWN ARE FOR PLANNING PURPOSES ONLY.REFER TO GEOTECHNICAL REPORT FOR FINAL PAVEMENT SECTIONS.LAST REVISED:08/15/17PAVEMENT SECTIONS2" MnDOT TYPE SPWEA340E WEARING COURSE2" MnDOT TYPE SPNWB330E BASE COURSE8" MnDOT SPEC. 3138 CLASS 55" CONCRETE PAVEMENT W/ #4 REBAR AT 16" O.C. EACH WAY4" MnDOT SPEC. 3138 CLASS 5CONCRETE PAVEMENTBITUMINOUS PAVEMENT (HEAVY DUTY)BITUMINOUS PAVEMENT (STANDARD DUTY)COMPACTED SAND SUBGRADE (100% STANDARD PROCTOR)COMPACTED SAND SUBGRADE (100% STANDARD PROCTOR)MNDOT SPEC. 2357 BITUMINOUS TACK COAT1.5" MnDOT TYPE SPWEA340E WEARING COURSE2" MnDOT TYPE SPNWB330E BASE COURSE6" MnDOT SPEC. 3138 CLASS 5COMPACTED SAND SUBGRADE (100% STANDARD PROCTOR)MNDOT SPEC. 2357 BITUMINOUS TACK COAT6" COMPACTED CL. 5 AGGREGATEBASE, MNDOT 3138, 2211LAST REVISED:08/15/17HEAVY DUTY CONCRETESECTION LOADING DOCKSI21NOTES:1.CONCRETE SHALL BE REINFORCED WITH WELDED WIRE FABRIC OR REINFORCED BARS TO ASSIST IN CONTROLLING CRACKING FROM DRYING SHRINKAGE AND THERMAL CHANGES.2.SAWED OR FORMED CONTROL JOINTS SHOULD BE INCLUDED FOR EACH 225 SQUARE FEET OF AREA OR LESS (15 FEET BY 15 FEET). CONTRACTOR SHALL PREPARE JOINTING PATTERN AND SUBMIT TO ENGINEER PRIOR TO CONSTRUCTION.3.SAW CUTS SHOULD NOT CUT THROUGH THE WELDED WIRE FABRIC OR REINFORCING STEEL AND DOWELS SHOULD BE UTILIZED AT FORMED AND/OR COLD JOINTS.4.DOWELS SHALL BE UTILIZED AT FORMED AND/OR COLD JOINTS. DOWELS SHALL BE 30" LONG 1/2" DIAMETER SMOOTH AND GREASED TIE BARS AT 30" SPACING, MINIMUM 18" FROM PAVEMENT EDGE.7" 4000 PSI TYPE 3 CONCRETESURFACE COMPACTION2"4"AAMOUNTABLE CURB & GUTTERCONSTRUCTION AT CATCH BASINLAST REVISED:08/15/17SI28PERSPECTIVESECTION A-ANOTE:MOUNTABLE CURB & GUTTER TO BEFORMED INTO A B618 TYPE AT CATCH BASINMOUNTABLE CONCRETECURB & GUTTERCATCH BASIN FRAME& COVER#4 REBAR2" DEPRESSION10' MIN. TRANSITIONDESIGN GUTTERLINE GRADENEENAH FRAME & COVER R-3067-V WITHTYPE V GRATE OR APPROVED EQUALEXPANSION JOINTTOP OF CURB10' MIN.TRANSITION10' MIN.TRANSITIONFLOWNO SCALENO SCALEAALAST REVISED:08/15/17TRANSITION CURBSI31PERSPECTIVESECTION A-ANO SCALENO SCALEB6 STYLE CURBSEE DETAIL SI01TRANSITIONVARIESLAST REVISED:08/15/17SI40MODULAR BLOCK RETAINING WALL8"NOTE:CONTRACTOR TO PROVIDE ENGINEERING ANDSHOP DRAWINGS IF WALL IS GREATER THAN 4FEET TALL. CONTRACTOR TO SUBMIT WALLBLOCK TYPE, SIZE, AND COLOR FOR APPROVAL.1" - 1 1/4"SWALE AT TOP OF WALLMAY BE REQUIRED, VERIFY8" MIN. LOW PERMEABLE SOILFILTER FABRICUNIT DRAINAGE FILL(3/4" CRUSHED ROCKOR STONE)APPROXIMATE LIMITSOF EXCAVATION4" PERFORATED PVC DRAINTILEWRAPPED IN FILTER FABRIC,DAYLIGHT OR TO STORM SYSTEM,AS REQUIREDUNREINFORCED CONCRETE ORCRUSHED STONE LEVELING PADFINISHED GRADECONCRETE MODULAR BLOCKANCHORING PINS (AS REQUIRED)CAP UNIT, ADHERED TO TOPCOURSE WITH ADHESIVEFOUNDATIONSOILRETAINED SOILDESIGN HEIGHT LAST REVISED:08/15/17FENCE AT MODULAR BLOCK WALLSI41NOTE:CONCRETE SLEEVE (AND/OR FOOTING) TO BE SET DURING WALLCONSTRUCTION, NOT DRILLED THROUGH GEOGRID AFTERWARDS, WHEN DIRECTLY BEHIND UNITS.CONCRETE MODULARBLOCKFENCE POSTFENCE POST CONCRETEFOOTING AND SLEEVE,DIAMETER, AND DEPTH PERFENCE SPECIFICATIONSGEOGRIDCAP UNIT, ADHERED TO TOPCOURSE WITH ADHESIVEANCHORING PINS (AS REQUIRED)3.5' MIN. 12"12"TREADLAST REVISED:08/15/17CONCRETE STAIR AND RAILINGSI48NOTES:1.CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR APPROVAL. FIELD VERIFY CONDITIONS.2.RAILING AND STAIRS BOTH SIDES OF STAIRS AND PER ADA REQUIREMENTS.3.ALL HARDWARE TO BE GALVANIZED OR STAINLESS STEEL, AND FINISH TO MATCH RAILING.4.RAILING FINISH TO BE PRIMED AND PAINTED. COLOR TO PER OWNER.HAND RAIL, 1 1/2" DIAMETERTUBULAR STEEL, WELD ANDGRIND ALL JOINTS, POSTS 6'MAXIMUM SPACING3" RADIUS(TYP.)1/2" RADIUS,NOSECONCRETESTEPS WITHNON-SLIP FINISHMNDOT 3138 CLASS 5AGGREGATE BASE#4 REBAR @12" O.C. MAX.EACH WAY,3" CLEAR#5 REBAR @ NOSE,2" CLEAR(TYP.)ADJACENT PAVEMENT(TYP.)EXPANSION JOINT(TYP.)RAILING POST:SURFACE MOUNTOR EMBEDDED(6" DEPTH)TREAD SLOPE1/8" PER FT.SEE PLAN12"3'-0" 1'-6"12"1"6" RISERLAST REVISED:08/15/17SI50TYPICAL CURB CUT SECTION AT DRIVEWAYS3'18'3'TRANSITION TO B618CURBB618 CURB12'B618 CURBC/L DRIVEWAYSETBACK LINEPROPERTY LINE3NOTES:1.VERIFY DRIVEWAY LOCATION WITH DEVELOPER2.VERIFY MAXIMUM DRIVEWAY WIDTH WITH CITY3.LOCATION SHOWN TYPICAL FOR GARAGE RIGHT ON TANGENT OF THE ROADX'TRANSITION TO B618CURB12"MIN.LAST REVISED:08/15/17MACHINE SLICED SILT FENCE(HEAVY DUTY)GD03FLOWFLOW RUNOFFNOTES:1.INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN ACCUMULATED TO 1/2 THE HEIGHT OF THE FABRIC OR MORE.2.REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED.3.SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.4.ALL ENDS OF THE SILT FENCE SHALL BE WRAPPED UPSLOPE SO THE ELEVATION OF THE BOTTOM OF FABRIC IS HIGHER THAN "PONDING HEIGHT".5."HEAVY DUTY" IS SAME AS MACHINE SLICED ONLY HAND INSTALLED.WOVEN MONOFILAMENT (36" WIDE)FILTER FABRIC, ATTACHSECURELY TO UPSTREAMSIDE OF POST WITH 3-50LBTENSILE STRENGTH PLASTICZIP-TIES PER POST WITHINTOP 8" OF FABRIC5' STEEL T-POSTFABRIC SLICED INTOSOIL WITHCOMPACTED BACKFILL5' STEEL T-POST6'-0" MAX.SPACINGSTANDARD DETAILPONDING HEIGHTTRENCH WITH NATIVE BACKFILLLAST REVISED:08/15/17CONSTRUCTION ENTRANCEGD05NOTES:1.FILTER FABRIC SHALL BE PLACED UNDER ROCK/WOOD CHIPS TO STOP MUD MIGRATION THROUGH ROCK/WOOD CHIPS.2.WOODCHIPS USED FOR CONSTRUCTION ENTRANCES MUST BE 80% NOT LESS THAN 2-INCHES AND NOT MORE THAN 5-INCHES. NO CHIPPED-UP MANUFACTURED WOOD AND/OR CHEMICALLY TREATED IS ALLOWED.3.ENTRANCES MUST BE MAINTAINED REGULARLY TO PREVENT SEDIMENTATION ON PUBLIC ROADWAYS. FUGITIVE ROCK OR WOODCHIPS WILL BE REMOVED FROM ADJACENT ROADWAYS DAILY OR MORE FREQUENTLY AS NECESSARY.4.LENGTH AND WIDTH TO BE ADJUSTED FOR SITE CONDITIONS.HARD SURFACEPUBLIC ROAD1"-2" WASHED ROCKOR WOODCHIPS PERSPECIFICATIONS18" MINIMUM CUT OFF TOMINIMIZE RUNOFF FROM SITEROCK=12" MIN.WOODCHIPS=18" MIN.2 0 ' M IN .WID TH 50' MIN.12' MIN.15' MIN.VARIESLAST REVISED:08/15/17CONCRETE WASHOUT AREAGD08AANOTES:1.CONCRETE WASHOUT AREAS WILL HAVE AN IMPERMEABLE LINER TO PREVENT CONCRETE WASHOUT WATER FROM INFILTRATING/CONTACTING WITH SOIL.2.IMPERMEABLE LINER INCLUDES 10 MIL POLY LINER OR COMPACTED CLAY LINER.3.WASHOUT SYSTEMS CAN BE USED AS ALTERNATE WASHOUT AREAS.ROOF ACCESSEARTH BERMMULCH & SEEDSILT FENCECONCRETEWASHOUT SIGNIMPERMEABLE LINERSILT FENCE1.5'MIN.SECTION A-APOCKETNOTES:1.ALL GEOTEXTILE USED FOR INLET PROTECTION SHALL BE MONOFILAMENT IN BOTH DIRECTIONS, (MEETING MnDOT SPEC. 3733 GEOTEXTILES)2.FINISHED SIZE (INCLUDING POCKETS) SHALL EXTEND A MINIMUM OF 10" AROUND THE PERIMETER TO FACILITATE MAINTENANCE OR REMOVAL.3.DO NOT INSTALL PROTECTION IN INLETS SHALLOWER THAN 30". THE INSTALLED BAG SHALL HAVE A MINIMUM SIDE CLEARANCE BETWEEN THE INLET WALLS AND THE BAG, MEASURED AT THE BOTTOM OF THE OVERFLOW HOLES, OF 3". WHERE NECESSARY THE CONTRACTOR SHALL CLINCH THE BAG (USING PLASTIC ZIP TIES) TO ACHIEVE THE 3" CLEARANCE.LAST REVISED:08/15/17STORM DRAINFILTER BAG INSERTGD10FLAP4"INLET SPECIFICATIONSTO MATCH THE PLANDIMENSION LENGTHAND WIDTH21MINIMUM DOUBLESTITCHED SEAMS ALLAROUND SIDE PIECESAND ON FLAP POCKETSFRONT, BACK, ANDBOTTOM TO BEMADE FROM SINGLEPIECE OF FABRIC2"x4" HOLE SHALL BEHEAT CUT INTO ALLFOUR SIDE PANELSUSE REBAR OR STEEL RODFOR REMOVAL ( FOR INLETSWITH CAST CURB BOX,REPLACE ROD WITH WOOD2" X 4") . EXTEND 10"BEYOND GRATE ON BOTHSIDES, SECURE TO GRATEWITH WIRE OR PLASTIC TIES412" 12"12"2"LAST REVISED:08/15/17INLET PROTECTION WITH ROCK LOGGD11NOTE:1.ALL GEOTEXTILE USED FOR INLET PROTECTION SHALL BE MONOFILAMENT IN BOTH DIRECTIONS. (MEETING SPEC. 3733 (TYPE 1) GEOTEXTILES, PROPOSED 2005 EDITION)ENDS SECURELYCLOSED TO PREVENTLOSS OF OPENGRADED AGGREGATEFILL. SECURED WITH50 PSI ZIP TIEOVERLAP ENDS 6"4' LONG AND 5" DIAMETER GEOTEXTILE SOCK.SEAM JOINED BY TWO ROWS OF STITCHINGWITH A PLASTIC MESH BACKING ORHEATBONDED. (OR APPROVED EQUIVALENT)FILL ROCK LOG WITH OPEN GRADEDAGGREGATE CONSISTING OF SOUND,DURABLE PARTICLES OF CRUSHED QUARRYROCK OR GRAVEL CONFORMING TO 3137,CA-3 (<1.5") GRADATION (OR EQUIVALENT).6"MAX.8"ANOTES:1.PROVIDE A RELATIVELY FLAT MINIMUM 4'x4' LANDING BEHIND THE PEDESTRIAN RAMP, 2% MAXIMUM CROSS SLOPE BOTH DIRECTIONS.2.CURB RAMP AREA TO BE CONCRETE AND MEET LATEST ADA REQUIREMENTS. RAMP CROSS SLOPE 2% MAXIMUM. BACK-TO-BACK PEDESTRIAN RAMPS SHALL HAVE MINIMUM 48'' LANDING BETWEEN, OR PROVIDE AT-GRADE CROSSING.3.SIDE FLARES TO BE CONCRETE AND IMPLEMENTED WHERE ADJACENT TO PAVED AREAS. FLARED SLOPE TO BE 10% MAXIMUM. EXISTING CURB RAMP ALTERATIONS, WITH NO LANDING, SHALL BE 8.33% MAXIMUM. PROVIDE 10% MAXIMUM SLOPE, UNLESS NOTED OTHERWISE.4.ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE MAY NOT BE GREATER THAN 1/4 INCH.5.RAMP AND FLARED SIDE SURFACE TO BE MEDIUM BROOM FINISH, PERPENDICULAR TO TRAVEL PATH.6.WALK SHALL BE PER MnDOT SPEC 2521 MIX NO. 3A32 WITH A 28-DAY DESIGN STRENGTH OF 3900-PSI.ALAST REVISED:08/15/17PRIVATE PEDESTRIAN CURB RAMPSI092PLAN VIEW OF DIAGONAL RAMPPLAN VIEW OF PERPENDICULAR RAMPSECTION A-AELEVATION OF RAMP32333FACE OFCURB5BACK OFCURB5FACE OFCURBCURB FACEOR GUTTER5% APPROACHSLOPE MAX1/2" PREFORMEDJOINT FILLER MATERIALRAMP 8.33%MAX. SLOPEROUND ALL SLOPEDINTERSECTIONSSIDE FLARE 10%MAX. SLOPECONCRETE WALK8" 5'-4" MIN.5' MIN.4' MIN. ORPER PLAN5' MIN.5'-4" MIN.5' MIN.5' MIN.4' MIN. ORPER PLANRAMP5'-4" MIN.LANDING4' MIN.SIDE FLARE5' MIN.RAMP4' MIN.SIDE FLARE5' MIN.AA1143'-0"7'-0"3'-0"SIGN INSTALLEDIN LANDSCAPE AREAHANDICAP STALL PARKING SIGNINSTALLED IN PARKING LOTNOTE:1.SIGN TO BE 2-SIDED WHERE HANDICAP PARKING STALLS FACE ONE ANOTHER.2.PARKING GRADE IS DEFINED AS EITHER FLOW LINE OF CURB OR PAVEMENT SURFACEAT THE HEAD OF THE STALL.12"LAST REVISED:06/15/19SIGN POST INSTALLATIONSI14CONCRETE CURB &GUTTERCAP REQUIRED2" GALVANIZEDSTEEL PIPE,ROUND, SET INCONCRETEMOWING EDGEPAVEMENT6" STEELCASINGCONCRETEFOOTING2'-0"MIN.10"BOTTOM OF THELOWEST SIGN TOBE MOUNTED60"-66" FROMPARKING GRADE2'-0"MIN.3'-6" MIN. FROSTDEPTH IF GREATERCONCRETE CROSS GUTTERSI06NOTES:1.1/2" PREFORMED JOINT FILLER MATERIAL- AASHTO M2132.CONCRETE GUTTER SHALL BE PER MnDOT SPEC 2531LAST REVISED:08/15/17EXPANSION JOINT(TYP.)SLOPE3/4" per ft3'7"#4 REBARSECTION A-A3' MIN.GUTTER FLOW LINEAA1LAST REVISED:01/09/20B6 STYLE CURB AND GUTTERSI01NOTES:1.EXPANSION JOINT SPACING IS 100'2.MIN. 3" CL. 5 UNDER C.&G.3.CURB SHALL BE PER MnDOT SPEC 25317"8"X"Y"6"13 1/2"Curb TypeXYB612B618B62424"18"12"20"26"32"SLOPE 3/4" PER FT.13R-3"R=3"R=1/2"TIP OUT SLOPE 3/4" PER FT.LAST REVISED:11/29/18FLUSH CURB AND GUTTERSI02-D12"8"20"SLOPE GUTTER TO MATCH(3/4" PER FT. TYP)TIP GUTTER OUT AS REQUIRED3" RADIUS1/2" RADIUS7"1/4" BACK8.5" SERVICE / DOCK1,561 SFCOURTYARDENTRYFUTUREVERTICALCIRCULATION34,977 SFPARKING5,058 SFLOBBY886 SFCOMMON / CIRCULATION2,373 SFBOH444 SFCOMMON / CIRCULATION501 SFRETAIL349 SFRETAIL522 SFRETAIL2,393 SFRETAIL SPACEEXITENTERSPEED RAMP UPSPEED RAMP DOWN0'-0"0'-0"0'-0"0'-0"UPPUBLIC BIKE STORAGE / REPAIR9101112131415232221242531323321?4567834353637383940414243171819202726282930COMMERCIAL/RETAIL SPACEFOOTPRINT = 44,300 SFFFE (HOSPITALITY) = 870.00FFE (OFFICE LOBBY) = 868.00FFE (LOADING DOCK) = 866.00MULTI-FAMILY HOUSINGBUILDING FOOTPRINT = 52,050 SFFFE (RESIDENTIAL) = 870.75PARKING RAMPFOOTPRINT = 23,595 SFFFE = 866.50LOE = 866.50LFE = 866.50TXXX60'-5"60'-5"198'-0"8'-0"8'-0"8'-0"8'-6"8'-6"8'-6"(13) STALLS(10) STALLS CCCCCC120'-10"1'-3"9"ELEVATOR & STAIRSSTAIRAASPEED RAMP UP403938373635343332313029282021111098765427262524230'-0"0'-0"0'-0"0'-0"321C22OPTION C2 - GROUND LEVELBB41424344454648495051525347PUBLIC BIKE STORAGE / REPAIR19PASS-THROUGHRAMP ACCESSPEDESTRIANRAMP ACCESSVEHICLEXXXXXXXXWAT CTVCTVCTVCTVCTV CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVXXXXXX STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STO STOSTOSTOSTO ST OSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSANSANSANSANSANSANSAN WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT70.00WEST 70TH STREET110N. LINE OF SEC. 32, TWP. 28, RGE. 24NW CORNER OF SEC. 32,70.00N89°50'44"E 505.00S00°11'54"E 496.57S89°48'06"W 524.96N00°12'08"W 476.97 28.27N44°49'18"EMT STSTSTSTSTSTSTTVTVHHTTTTSTO STOSTOSTOSTOSTOSTOSAABBBBBAAAAAAAAGGEEEGGEEEGEEGKEEECBGCBCBCBCBCBCBCBCBGEBBBBBBBGEEECBGLLLOBKBLBKCAHEKBEBBCAWALKCCIP PLANT BED CURBDCIP RETAINING WALLELIMESTONE FEATURESTREE GRATESFBENCH FEATURESGWASTE AND RECYCLINGHBIKE RACKSICANOPY/ PERGOLA FEATUREJSCULPTURAL/ ART MOMENTPLAN KEYNOTES:BPLANTING BEDKSTAIR W/ HANDRAILSLMRETAINING WALLNSIGNAGEOTABLE AND CHAIRS CONCRETE PAVINGDECORATIVE PAVING ADECORATIVE PAVING BTURFPLANT BEDSTORM FILTRATION FEATURELANDSCAPE SITE PLAN HATCH LEGEND:SITE PLAN01L1.0 20'40'10'0'SCALE:1"=20'SignatureTyped or Printed NameLicense #DatePROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNO T FO RCONSTRUCTION I hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota9/10/2021 11:30:10 AM 220535JCTM7001 France Office MixedUse (Site B)7001 France OfficeMixed Use (Site B)7001 France Avenue South, Edina, MNNo.DescriptionDateSITE PLAN REVIEW5/13/2022LANDSCAPE ARCHITECT530 N THIRD ST, SUITE 120,MINNEAPOLIS, MN 55102PH: 612.333.3702 FAX: 515.288.8359www.thinkconfluence.comL1.0SITE B LANDSCAPE SITE PLANPLAZA7,415 SF(.17 AC)LINEAL GREENPLAZA10,063 SF(.23 AC) EXITENTERSPEED RAMP UPSPEED RAMP DOWN0'-0"0'-0"0'-0"0'-0"UPPUBLIC BIKE STORAGE / REPAIR9101112131415232221242531323321?4567834353637383940414243171819202726282930COMMERCIAL/RETAIL SPACEFOOTPRINT = 44,300 SFFFE (HOSPITALITY) = 870.00FFE (OFFICE LOBBY) = 868.00FFE (LOADING DOCK) = 866.00MULTI-FAMILY HOUSINGBUILDING FOOTPRINT = 52,050 SFFFE (RESIDENTIAL) = 870.75PARKING RAMPFOOTPRINT = 23,595 SFFFE = 866.50LOE = 866.50LFE = 866.50TXXXPROPOSED FINANCIALINSTITUTIONFOOTPRINT = 6,200 SFFFE = 866.00LFE = 866.00LOE = 866.00XXXXXXXXGAS GAS GAS GASFOFOFOFO FOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FOFOFOFO FO FO FO FO WAT GAS GAS GASCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOFOFOFOFOTUG TUGCTVCTVCTVCTVCTVCTV CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVXXXXXXFO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOXXXX PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGFND.STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STOSTO STOSTOSANSANSANSANSANSANSANSTOWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWEST 70TH STREET110N. LINE OF SEC. 32, TWP. 28, RGE. 24N89°50'44"E 505.00S00°11'54"E 496.57S89°48'06"W 524.96N00°12'08"W 476.97 N44°49'18"E EEEEEEEMGGGTSTSTSTSTSTSTSTSTTVTVHHTTTTSTO STOSTOSTOSTOSTOSTOSCONCRETE PAVINGDECORATIVE PAVING ADECORATIVE PAVING BTURFPLANT BEDSTORM FILTRATION FEATURELANDSCAPE SITE PLAN HATCH LEGEND:TREESCODEQTYCOMMON / BOTANICAL NAMECONTCALAs3Sienna Glen Maple / Acer x freemanii `Sienna` TMB & B2.5"CalBn3River Birch (Single Stem) / Betula nigraB & B2.5"CalGi9Northern Acclaim Honey Locust / Gleditsia triacanthos inermis `Harve` TMB & B8"Gc5True North Kentucky Coffeetree / Gymnocladus dioica `UMNSynergy` TMB & B5.5"CalPp4Prairie Gold Aspen / Populus tremuloides `NE Arb`B & B2.5"CalTg1Greenspire Linden / Tilia cordata `Greenspire`B & B4"CalUp5American Elm / Ulmus americana `Princeton`B & B3.5"CalGROUND COVERSCODEQTYCOMMON / BOTANICAL NAMECONTS51,750 sfSOD xsodSf2,938 sfSTORM FILTRATION PLANTINGSflatPerennial Plugs - Dip IrrigationPanicum Shenandoah (Red Switch Grass)/ P. virgatum `Shenandoah`Blue-Eyed Grass/ Sisyrinchium angustifoliumPLANT SCHEDULE SITE B PLANTINGSITE B LANDSCAPE PLANTING PLAN1L1.1 20'40'10'0'SCALE:1"=20'SignatureTyped or Printed NameLicense #DatePROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FORCONSTRUCTIONI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota9/10/2021 11:30:10 AM 220535JCTM7001 France Office MixedUse (Site B)7001 France OfficeMixed Use (Site B)7001 France Avenue South, Edina, MNNo.DescriptionDateSITE PLAN REVIEW5/13/2022LANDSCAPE ARCHITECT530 N THIRD ST, SUITE 120,MINNEAPOLIS, MN 55102PH: 612.333.3702 FAX: 515.288.8359www.thinkconfluence.comL1.1SITE B LANDSCAPE PLANTINGPLAN TURF @ PLANT BED04L2.01-1/2" - 1'-0"FINISHED GRADE AND EDGECONDITION VARIES - SEE PLANFOR CONDITION.3/16" METAL EDGERW/STAKE, PER SPEC.PLANT BED / GRASS MIXAREA MAY OCCUR, SEE PLAN.11EACH TREE SHALL BE PLANTED SUCHTHAT THE ROOT FLARE IS VISIBLE AT THETOP OF THE ROOT BALL. IF THE ROOTFLARE IS NOT VISIBLE, THE SOIL SHALL BEREMOVED IN A LEVEL MANNER FROM THEROOT BALL TO WHERE THE FIRST MAINORDER ROOT (12" DIA. OR LARGER)EMERGES FROM THE TRUNK. SET MAINORDER ROOT 1" HIGHER THAN ADJACENTGRADE. DO NOT COVER TOP OF ROOTBALL WITH SOIL.SCARIFY SIDES OF TREE PIT WITH SPADEBY HAND TO BIND WITH PREPARED SOIL.PLANTING PIT TO BE TWO TO FIVE TIMESTHE DIAMETER OF ROOT ALL, SLOPEDTAMP SOIL AROUND ROOT BALL BASEFIRMLY WITH FOOT PRESSURE SO THATROOT BALL DOES NOT SHIFT.DRAINAGE TRENCH AS REQUIRED PERPERCOLATION TEST IN SPEC. AUGER A 4"DIA. HOLE & FILL W/ 34" GRAVEL.PLACE ROOT BALL ON UNDISTURBED ORCOMPACTED SOIL.DIG PLANTING PIT 4-6" DEEPER THANROOTBALL.UNDISTURBED SUBGRADE.REMOVE BURLAP, WINE, ROPE ANDWIRE FROM TOP HALF OF ROOT BALL.COMPACT PLANTING SOIL TO85% OF MAXIMUM DRY UNITWEIGHT PER ASTM D 698.EDGE CONDITION VARIES, SEEPLAN.4" BUILT-UP EARTH SAUCERBEYOND EDGE OF ROOT BALL.3" SHREDDED HARDWOODMULCH. DO NOT PLACE MULCHIN CONTACT WITH ROOT FLARE.RODENT TRUNK PROTECTIONFOR DECIDUOUS TREES: 12"HARDWIRE-CLOTH MESHCYLINDER. DIMENSIONS: 8"DIAMETER (OR GREATER) X 36"HEIGHT. STAKE IN PLACE,AVOIDING ROOTS. SEE SPEC.TREE PLANTING DETAIL, TYP.01L2.01/2" = 1'-0"SEE PLAN12"MIN.PREPARE SOIL FORTHE ENTIRE BED4"3" SHREDDED HARDWOOD MULCH. DONOT PLACE MULCH IN CONTACT WITHSHRUB STEM.NOTE: SEE SPECIFICATION SECTIONRELATED TO EXTERIOR PLANTING.CONTAINER GROWN MATERIAL SHALLHAVE ROOTS HAND LOOSENED.MIN.4" DEEPER THAN ROOT BALL.SCARIFY SIDES AND BOTTOM OF ENTIREBED WITH SPADE BY HAND TO BIND WITHPLANTING SOIL.UNDISTURBED SUBGRADE.PLANTING DETAIL, TYP.02L2.01/2" = 1'-0"5' DIAMETER MULCH RING, TYP.12"12"12"12"12"PLANSECTION AFILTRATION BASIN SUBGRADE, SEE CIVILPLANTING SOIL MIX, SEE CIVIL FOR DEPTH,3" HARDWOOD MULCHPLUG, SEE MIX FOR SPECIESA'A1/2" SCALESTORM FEATURE PLUG LAYOUT03L2.01/2" = 1'-0"SEE PLAN SEE PLAN SEEPLANSE E PL A N PLANSECTION A'-AA'ASignatureTyped or Printed NameLicense #DatePROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FORCONSTRUCTIONI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota9/10/2021 11:30:10 AM 220535JCTM7001 France Office MixedUse (Site B)7001 France OfficeMixed Use (Site B)7001 France Avenue South, Edina, MNNo.DescriptionDateSITE PLAN REVIEW5/13/2022LANDSCAPE ARCHITECT530 N THIRD ST, SUITE 120,MINNEAPOLIS, MN 55102PH: 612.333.3702 FAX: 515.288.8359www.thinkconfluence.comL2.0SITE B LANDSCAPE DETAILS Signature Typed or Printed Name License #Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 5/18/2022 9:50:58 AMA0 EXISTING SITE PHOTOS 222710 JCG ESG 7001 France Office Mixed Use (Site B) 7001 France Office Mixed Use (Site B) 7001 France Avenue South Edina, MN 55435 SITE PLAN REVIEW 5/17/2022 No. Description Date RAMP UP RAMP UP DN 1 A10 2 A11 1 A12 1 A1175 3 C E F K L B A D G 1 H 6 J 24 RAMP DOWN TO P1 174' - 5" 13' - 6"41' - 2"19' - 9"44' - 6"13' - 6"42' - 0"285' - 6"13' - 6"35' - 0"36' - 0"36' - 0"36' - 0"36' - 0"36' - 0"24' - 0"13' - 0"20' - 0"TENANT A TENANT B LOBBY SERVICE LOBBY ELEC LOADING AREA TENANT D VEST. TEANANT C 15' - 6" 3' - 6"3' - 6" 3' - 6" 7 5 3 C E F K L B A D G 1 H 6 J 24 RAMP UP TO L1FUTURE VERTICAL CIRCULATION174' - 5" 13' - 6"41' - 2"19' - 9"44' - 6"13' - 6"42' - 0"285' - 6"13' - 6"35' - 0"36' - 0"36' - 0"36' - 0"36' - 0"36' - 0"24' - 0"13' - 0"20' - 0"? SERVICE SERVICE SERVICESERVICE Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 5/18/2022 9:51:00 AMA1 FLOOR PLANS - LEVEL P1 & 1 / ARCHITECTURAL SITE PLAN 222710 SG NPZE 05/05/22 7001 France Office Mixed Use (Site B) 7001 France Office Mixed Use (Site B) 7001 France Avenue South Edina, MN 55435 SITE PLAN REVIEW 5/17/2022 1/16" = 1'-0"A1 1 LEVEL 1 PLAN / ARCHITECTURAL SITE PLAN No. Description Date 1/16" = 1'-0"A1 2 LEVEL P1 PLAN 1 A10 2 A11 1 A12 1 A1175 3 C E F K L B A D G 1 H 6 J 24 4' - 0"UTILITY PIT (BELOW FLOOR LINE L2) ROOF DECK UNOCCUPIED GREEN ROOF5,651 SF174' - 5" 13' - 6"41' - 2"19' - 9"44' - 6"13' - 6"42' - 0"285' - 6"13' - 6"35' - 0"36' - 0"36' - 0"36' - 0"36' - 0"36' - 0"24' - 0"13' - 0"20' - 0"OPEN OFFICE SERVICE LOBBY ELEC EXIT CORRIDOR 1 A10 2 A11 1 A12 1 A1175 3 C E F K B A D G H 6 J 24 132' - 5" 13' - 6"41' - 2"19' - 9"44' - 6"13' - 6"265' - 6"13' - 6"35' - 0"36' - 0"36' - 0"36' - 0"36' - 0"36' - 0"24' - 0"13' - 0"OPEN OFFICE SERVICE LOBBY ELEC WOMEN MEN Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 5/18/2022 9:51:03 AMA2 FLOOR PLANS - LEVEL 2 & 3 222710 ESG ESG 05/05/22 7001 France Office Mixed Use (Site B) 7001 France Office Mixed Use (Site B) 7001 France Avenue South Edina, MN 55435 SITE PLAN REVIEW 5/17/2022 1/16" = 1'-0"A2 1 LEVEL 2 PLAN No. Description Date 1/16" = 1'-0"A2 2 LEVEL 3 PLAN 1 A10 2 A11 1 A12 1 A1175 3 C E F K B A D G H 6 J 24 UNOCCUPIED GREEN ROOF4,623 SF265' - 6"13' - 6"35' - 0"36' - 0"36' - 0"36' - 0"36' - 0"36' - 0"24' - 0"13' - 0"132' - 5" 13' - 6"41' - 2"19' - 9"44' - 6"13' - 6" OPEN OFFICE SERVICE LOBBY ELEC 1 A10 2 A11 1 A12 1 A1175 3 C E F K B A D G H 6 J 24 132' - 5" 13' - 6"41' - 2"19' - 9"44' - 6"13' - 6"265' - 6"13' - 6"35' - 0"36' - 0"36' - 0"36' - 0"36' - 0"36' - 0"24' - 0"13' - 0"OPEN OFFICE SERVICE LOBBY ELEC Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 5/18/2022 9:51:06 AMA3 FLOOR PLANS - LEVEL 4 & 5 222710 ESG ESG 05/05/22 7001 France Office Mixed Use (Site B) 7001 France Office Mixed Use (Site B) 7001 France Avenue South Edina, MN 55435 SITE PLAN REVIEW 5/17/2022 No. Description Date 1/16" = 1'-0"A3 1 LEVEL 4 PLAN 1/16" = 1'-0"A3 2 LEVEL 5 PLAN 1 A10 2 A11 1 A12 1 A1175 3 C E F K L B A D G H 6 J 24 13' - 6"41' - 2"19' - 9"44' - 6"13' - 6" 118' - 11"13' - 6"35' - 0"36' - 0"36' - 0"36' - 0"36' - 0"36' - 0"24' - 0"13' - 0"20' - 0"285' - 6"OPEN OFFICE 1 A10 2 A11 1 A12 1 A1175 3 C E F K L B A D G H 6 J 24 13' - 6"41' - 2"19' - 9"44' - 6"13' - 6"13' - 6"35' - 0"36' - 0"36' - 0"36' - 0"36' - 0"36' - 0"24' - 0"13' - 0"118' - 11"265' - 6"MECHANICAL LG. CONF. HOSPITALITY FITNESS SM. CONF. ROOF TERRACE ROOF TERRACE UNOCCUPIED GREEN ROOF3,146 SF? ? ? ? ? OPEN OFFICE Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 5/18/2022 9:51:08 AMA4 FLOOR PLANS - LEVEL 6 & 7 222710 ESG ESG 05/05/22 7001 France Office Mixed Use (Site B) 7001 France Office Mixed Use (Site B) 7001 France Avenue South Edina, MN 55435 SITE PLAN REVIEW 5/17/2022 No. Description Date 1/16" = 1'-0"A4 1 LEVEL 6 PLAN 1/16" = 1'-0"A4 2 LEVEL 7 AMENITY 2 A11 7 5 3 C E F K L B A D G 1 A0.40-G 1 H 6 J 24 ENCLOSED MECHANICAL AREA 13' - 6"41' - 2"19' - 9"20' - 0"13' - 0"24' - 0"36' - 0"36' - 0"36' - 0"36' - 0"36' - 0"35' - 0"13' - 6"285' - 6"44' - 6"13' - 6"42' - 0" 174' - 5" Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 5/18/2022 9:51:09 AMA5 ROOF PLAN 222710 ESG ESG 04/14/22 7001 France Office Mixed Use (Site B) 7001 France Office Mixed Use (Site B) 7001 France Avenue South Edina, MN 55435 SITE PLAN REVIEW 5/17/2022 1/16" = 1'-0"A5 1 ROOF PLAN No. Description Date LEVEL 1100' - 0"LEVEL 2124' - 0"LEVEL L3137' - 0"LEVEL 4150' - 0"LEVEL 5163' - 0"LEVEL 6176' - 0"LEVEL L096' - 0"LEVEL L7 (OFFICEROOF)189' - 0"LEVEL L8(PH ROOF)202' - 0"LEVEL 0.598' - 0"PODIUM HEIGHT54' - 0"STONE BASEARCHITECTURAL STONEGLAZED-IN METAL PANELCURTAINWALL SYSTEMWINDOW WALL SYSTEMWINDOW WALL SYSTEMWINDOW WALL SYSTEM-SPANDREL PANELWOOD-LOOK ACM PANEL AT UNDERSIDEWINDOW WALL SYSTEMWINDOW WALL SYSTEM-SPANDREL PANELMETAL FLASHING AT CAPSignatureTyped or Printed NameLicense #DatePROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota5/26/2022 11:28:17 AMA10EAST ELEVATION222710ESG ESG05/05/227001 France Office MixedUse (Site B)7001 FranceOffice Mixed Use(Site B)7001 France Avenue SouthEdina, MN 55435BOMA METRICS5.20.221" = 10'-0"A101EAST ELEVATIONNo. Description Date LEVEL 1100' - 0"LEVEL 2124' - 0"LEVEL L3137' - 0"LEVEL 4150' - 0"LEVEL 5163' - 0"LEVEL 6176' - 0"LEVEL L096' - 0"LEVEL L7 (OFFICEROOF)189' - 0"LEVEL L8(PH ROOF)202' - 0"LEVEL 0.598' - 0"STONE BASEARCHITECTURAL STONECURTAINWALL SYSTEMGLAZED-IN METAL PANELWINDOW WALL SYSTEM-SPANDREL PANELWINDOW WALL SYSTEMWOOD-LOOK ACM PANEL AT UNDERSIDEWINDOW WALL SYSTEM-SPANDREL PANELWINDOW WALL SYSTEMPODIUM HEIGHT54' - 0"METAL FLASHING AT CAPLEVEL 1100' - 0"LEVEL 2124' - 0"LEVEL L3137' - 0"LEVEL 4150' - 0"LEVEL 5163' - 0"LEVEL 6176' - 0"LEVEL L096' - 0"LEVEL L7 (OFFICEROOF)189' - 0"LEVEL L8(PH ROOF)202' - 0"LEVEL 0.598' - 0"STONE BASEARCHITECTURAL STONECURTAINWALL SYSTEMGLAZED-IN METAL PANELWINDOW WALL SYSTEMWOOD-LOOK ACM PANEL AT UNDERSIDEWINDOW WALL SYSTEMWINDOW WALL SYSTEM-SPANDREL PANELWINDOW WALL SYSTEMWINDOW WALL SYSTEM-SPANDREL PANELBEYONDPODIUM HEIGHT54' - 0"METAL FLASHING AT CAPSignatureTyped or Printed NameLicense #DatePROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota5/26/2022 11:29:06 AMA11NORTH & SOUTHELEVATION222710ESG ESG05/05/227001 France Office MixedUse (Site B)7001 FranceOffice Mixed Use(Site B)7001 France Avenue SouthEdina, MN 55435BOMA METRICS5.20.221" = 10'-0"A111NORTH ELEVATION1" = 10'-0"A112SOUTH ELEVATIONNo. Description Date LEVEL 1100' - 0"LEVEL 2124' - 0"LEVEL L3137' - 0"LEVEL 4150' - 0"LEVEL 5163' - 0"LEVEL 6176' - 0"LEVEL L096' - 0"LEVEL L7 (OFFICEROOF)189' - 0"LEVEL L8(PH ROOF)202' - 0"LEVEL 0.598' - 0"PODIUM HEIGHT54' - 0"STONE BASEARCHITECTURAL STONECURTAINWALL SYSTEMGLAZED-IN METAL PANELWINDOW WALL SYSTEMWINDOW WALL SYSTEM-SPANDREL PANELWINDOW WALL SYSTEMWINDOW WALL SYSTEM-SPANDREL PANELWOOD-LOOK ACM PANEL AT UNDERSIDEMETAL FLASHING AT CAPSignatureTyped or Printed NameLicense #DatePROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota5/26/2022 11:29:43 AMA12WEST ELEVATION222710ESG ESG05/05/227001 France Office MixedUse (Site B)7001 FranceOffice Mixed Use(Site B)7001 France Avenue SouthEdina, MN 55435BOMA METRICS5.20.221" = 10'-0"A121WEST ELEVATIONNo. Description Date Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 5/18/2022 9:53:21 AMA13 EXTERIOR RENDERINGS 222710 ESG ESG 05/05/22 7001 France Office Mixed Use (Site B) 7001 France Office Mixed Use (Site B) 7001 France Avenue South Edina, MN 55435 SITE PLAN REVIEW 5/17/2022 No. Description Date VIEW FROM NW VIEW FROM SW VIEW FROM NE VIEW FROM SE Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 5/18/2022 9:53:22 AMA14 EXTERIOR MATERIAL PALETTE 222710 ESG ESG 05/05/22 7001 France Office Mixed Use (Site B) 7001 France Office Mixed Use (Site B) 7001 France Avenue South Edina, MN 55435 SITE PLAN REVIEW 5/17/2022 EXTERIOR MATERIALS -LEVEL 1 EXTERIOR MATERIALS -LEVELS 2-7 ARCHITECTURAL STONECURTAINWAL SYSTEM; SSG MULLIONS STONE BASE GLAZED-IN METAL PANEL METAL FLASHING AT ROOFWOOD-LOOK ACM PANEL @ UNDERSIDE OF SOFFITS No. Description Date WINDOW WALL SYSTEM; SSG MULLIONS sheet number sheet title date 500 N 3rd Street, Suite 100, Minneapolis, MN 55401 612-345-2559 phase PIC drawn by MEB project number project name SITE PLAN REVIEW License No.: Name: Signed: I hereby certify that this plan,specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota REVISIONS consultants PR ELIM IN A R Y -N O T FO R C O N STRU C TIO N Autodesk Docs://USB Parking Structure/21-008_USB ParkingStructure_mbergPEAX6.rvt6/8/2022 8:52:48 AMG001 05/13/2022 Author General Information & Sheet List 21-008 7001 PARKING FACILITY (SITE C) 7001 France Avenue South Edina, MN 55435 NO. DATE DESCRIPTION 7001 PARKING FACILITY (SITE C) 7001 FRANCE AVE SOUTH EDINA MN 55435 ARCHITECTURAL SHEET LIST 05/13/22 - Site Plan ReviewSHEET NUMBERSHEET NAME General Information x G001 General Information & Sheet List Architecture x A100 FLOOR PLANS - 1ST FLOOR x A101 FLOOR PLANS - 2ND FLOOR x A102 FLOOR PLANS - 3RD-7TH FLOORS TYP x A103 FLOOR PLANS - 8TH FLOOR A110 SITE PLAN x A300 AXONOMETRIC VIEWS x A301 BUILDING ELEVATIONS x A302 BUILDING ELEVATIONS A303 PROJECT IMAGES x A350 RENDERS x A375 EXISTING SITE PHOTOS CIVIL SHEET LIST UP 2A3011 2 A B 3 4 5 6 7 8 19' - 0"26' - 0"36' - 0"36' - 0"36' - 0"26' - 0"19' - 0" 198' - 0" C PUBLIC BIKE STORAGE / REPAIR 272829 2630 36 37 38 2 1 3 5 6 7 8 9 39 40 41 42 43 44 45 46 47 48 17 18 32 3133343560' - 5"60' - 5"120' - 10"--4 1110 19 20 232425 12 13 14 15 16 ENTERSPEED RAMP UP ONE WAY ONE WAY ONE WAYONE WAYSPEED RAMP DOWN EXIT ENTER EXIT 21 22 PEDESTRIAN ENTRANCE GATE ARMS REMAIN OPEN DURING BUSINESS HOURS GATE ARMS REMAIN CLOSED DURING BUSINESS HOURS NO ACCESS CONTROL AFTER BUSINESS HOURS PUBLIC VEHICLE ENTRANCE CONTRACT VEHICLE ENTRANCE (PUBLIC ENTRANCE AFTER BUSINESS HOURS ACCESS CARD READER sheet number sheet title date 500 N 3rd Street, Suite 100, Minneapolis, MN 55401 612-345-2559 phase PIC drawn by MEB project number project name SITE PLAN REVIEW License No.: Name: Signed: I hereby certify that this plan,specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota REVISIONS consultants PR ELIM IN A R Y -N O T FO R C O N STRU C TIO N Autodesk Docs://USB Parking Structure/21-008_USB ParkingStructure_mbergPEAX6.rvt6/8/2022 8:52:33 AMA100 05/13/2022 SA FLOOR PLANS - 1ST FLOOR 21-008 7001 PARKING FACILITY (SITE C) 7001 France Avenue South Edina, MN 55435 1/8" = 1'-0"1 LEVEL 1 NOTE: PARKING STRUCTURE IS COMPLIANT WITH 5% EV PARKING PROVIDED AND 10% WIRED FOR FUTURE EV NO. DATE DESCRIPTION DN UP 1 2 A B 3 4 5 6 7 8 C 11 12 21 22 23 25 10 9 8 7 6 5 4 3 2 1 13 14 15 16 17 18 19 20 55 56 57 58 59 60 61 62 63 64 65 66 67 50 49 48 19' - 0"26' - 0"36' - 0"36' - 0"36' - 0"26' - 0"19' - 0" 198' - 0"60' - 5"60' - 5"120' - 10"4041424344454647 39 28 29 30 31 32 34 35 36 37 33 51525354 --24 26 27 38 sheet number sheet title date 500 N 3rd Street, Suite 100, Minneapolis, MN 55401 612-345-2559 phase PIC drawn by MEB project number project name SITE PLAN REVIEW License No.: Name: Signed: I hereby certify that this plan,specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota REVISIONS consultants PR ELIM IN A R Y -N O T FO R C O N STRU C TIO N Autodesk Docs://USB Parking Structure/21-008_USB ParkingStructure_mbergPEAX6.rvt6/8/2022 8:52:35 AMA101 05/13/2022 SA FLOOR PLANS - 2ND FLOOR 21-008 7001 PARKING FACILITY (SITE C) 7001 France Avenue South Edina, MN 55435 1/8" = 1'-0"1 LEVEL 2 NOTE: PARKING STRUCTURE IS COMPLIANT WITH 5% EV PARKING PROVIDED AND 10% WIRED FOR FUTURE EV NO. DATE DESCRIPTION DN 1 2 A B 3 4 5 6 7 8 C 8 7 6 5 4 3 2 1 10 11 20 21 22 23 241213141516171819 26 80 79 78 77 76 75 74 73 72 71 70 69 68 65 66 67 9 25 27 28 29 30 31 32 33 34 35 36 61 62 63 64555657585960 373839404142434445464748495051525354 19' - 0"26' - 0"36' - 0"36' - 0"36' - 0"26' - 0"19' - 0" 198' - 0"60' - 5"60' - 5"120' - 10"--sheet number sheet title date 500 N 3rd Street, Suite 100, Minneapolis, MN 55401 612-345-2559 phase PIC drawn by MEB project number project name SITE PLAN REVIEW License No.: Name: Signed: I hereby certify that this plan,specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota REVISIONS consultants PR ELIM IN A R Y -N O T FO R C O N STRU C TIO N Autodesk Docs://USB Parking Structure/21-008_USB ParkingStructure_mbergPEAX6.rvt6/8/2022 8:52:38 AMA102 05/13/2022 SA FLOOR PLANS - 3RD-7TH FLOORS TYP 21-008 7001 PARKING FACILITY (SITE C) 7001 France Avenue South Edina, MN 55435 1/8" = 1'-0"1 LEVEL 3 NOTE: PARKING STRUCTURE IS COMPLIANT WITH 5% EV PARKING PROVIDED AND 10% WIRED FOR FUTURE EV NO. DATE DESCRIPTION 1 2 A B 3 4 5 6 7 8 C 19' - 0"26' - 0"36' - 0"36' - 0"36' - 0"26' - 0"19' - 0" 198' - 0"60' - 5"60' - 5"120' - 10"16 15 14 13 12 11 10 9 8 7 6 --12345 17 18 19 20 21 22 sheet number sheet title date 500 N 3rd Street, Suite 100, Minneapolis, MN 55401 612-345-2559 phase PIC drawn by MEB project number project name SITE PLAN REVIEW License No.: Name: Signed: I hereby certify that this plan,specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota REVISIONS consultants PR ELIM IN A R Y -N O T FO R C O N STRU C TIO N Autodesk Docs://USB Parking Structure/21-008_USB ParkingStructure_mbergPEAX6.rvt6/8/2022 8:52:40 AMA103 05/13/2022 SA FLOOR PLANS - 8TH FLOOR 21-008 7001 PARKING FACILITY (SITE C) 7001 France Avenue South Edina, MN 55435 1/8" = 1'-0"1 LEVEL 8 NOTE: PARKING STRUCTURE IS COMPLIANT WITH 5% EV PARKING PROVIDED AND 10% WIRED FOR FUTURE EV NO. DATE DESCRIPTION Level 1 0' -0" Level 2E 17' -0" Level 3E 27' -8" Level 4E 38' -4" Level 5E 49' -0" Level 6E 59' -8" Level 7E 70' -4" FOUNDATION -8' -0" Level 2W11' -8" Level 3W22' -4" Level 4W33' -0" Level 5W43' -8" Level 6W54' -4" Level 7W65' -0" Level 875' -8" Level 1 0' -0" Level 2E 17' -0" Level 3E 27' -8" Level 4E 38' -4" Level 5E 49' -0" Level 6E 59' -8" Level 7E 70' -4" FOUNDATION -8' -0" Level 2W11' -8" Level 3W22' -4" Level 4W33' -0" Level 5W43' -8" Level 6W54' -4" Level 7W65' -0" Level 875' -8" sheet number sheet title date 500 N 3rd Street, Suite 100, Minneapolis, MN 55401 612-345-2559 phase PIC drawn by MEB project number project name SITE PLAN REVIEW License No.: Name: Signed: I hereby certify that this plan,specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota REVISIONS consultants PR ELIM IN A R Y -N O T FO R C O N STRU C TIO N Autodesk Docs://USB Parking Structure/21-008_USB ParkingStructure_mbergPEAX6.rvt6/8/2022 8:52:44 AMA300 05/13/2022 SA AXONOMETRIC VIEWS 21-008 7001 PARKING FACILITY (SITE C) 7001 France Avenue South Edina, MN 55435 1 VIEW FROM NORTHEAST 2 VIEW FROM SOUTHWEST NO. DATE DESCRIPTION Level 1 0' -0" Level 2E 17' -0" 1 2 3 4 5 6 7 8 Level 3E 27' -8" Level 4E 38' -4" Level 5E 49' -0" Level 6E 59' -8" Level 7E 70' -4" Level 2W 11' -8" Level 3W 22' -4" Level 4W 33' -0" Level 5W 43' -8" Level 6W 54' -4" Level 7W 65' -0" Level 8 75' -8" 5 7 8 4 10 7 11 4 6 2 Level 1 0' -0" Level 2E 17' -0" AB Level 3E 27' -8" Level 4E 38' -4" Level 5E 49' -0" Level 6E 59' -8" Level 7E 70' -4" FOUNDATION -8' -0" C CONTRACT PARKING VEHICLE ENTRANCE 2 7 12 6 4 1 5 10 5 12 S I G N A G ESIGNAGE SIGNAGE 13 PUBLIC PARKING VEHICLE ENTRANCE SIGNAGE SIGNAGE 12 11 1 ARCHITECTURAL STONE -ACID ETCHED 2 PRECAST CONCRETE -FORM FINISHED 3 CONCRETE -POLISHED FINISH 4 PERFORATED METAL PANEL -LARGE FOLD WIDTH 5 PERFORATED METAL PANEL -MEDIUM FOLD WIDTH 6 PERFORATED METAL PANEL -VARYING FOLD WIDTH 7 OPEN FRAME 8 SOLAR PANELS 9 GLASS STOREFRONT SYSTEM 10 WOOD-LOOK SCREEN EXTERIOR MATERIALS 11 CABLE RAIL 12 POTENTIAL SIGNAGE AREA 13 PARKING STRUCTURE SIGN sheet number sheet title date 500 N 3rd Street, Suite 100, Minneapolis, MN 55401 612-345-2559 phase PIC drawn by MEB project number project name SITE PLAN REVIEW License No.: Name: Signed: I hereby certify that this plan,specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota REVISIONS consultants PR ELIM IN A R Y -N O T FO R C O N STRU C TIO N Autodesk Docs://USB Parking Structure/21-008_USB ParkingStructure_mbergPEAX6.rvt6/8/2022 8:52:45 AMA301 05/13/2022 SA BUILDING ELEVATIONS 21-008 7001 PARKING FACILITY (SITE C) 7001 France Avenue South Edina, MN 55435 1/8" = 1'-0"1 SOUTH 1/8" = 1'-0"2 EAST SOLAR POWER OUTPUT (PHOTO-VOLTAIC SYSTEM): (108) 370W PANELS PRODUCING 39.96kW DC OVER THE 25 YEAR WARRENTY LIFE OF THE PHOTOVOLTAIC INSTALLATION, THE SYSTEM WILL PRODUCE 900,000 KILOWATT- HOURS OF ELECTRICITY, WHICH IS ENOUGH ELECTRICITY TO POWER 124 HOMES FOR ONE YEAR. NO. DATE DESCRIPTION Level 1 0' -0" Level 2E 17' -0" 12345678 Level 3E 27' -8" Level 4E 38' -4" Level 5E 49' -0" Level 6E 59' -8" Level 7E 70' -4" Level 2W 11' -8" Level 3W 22' -4" Level 4W 33' -0" Level 5W 43' -8" Level 6W 54' -4" Level 7W 65' -0" Level 8 75' -8" PEDESTRIAN ENTRANCE 9 9 2 6 9 7 2 10 12 SIGNAGE 13 11 Level 1 0' -0" A B Level 2W 11' -8" Level 3W 22' -4" Level 4W 33' -0" Level 5W 43' -8" Level 6W 54' -4" Level 7W 65' -0" Level 8 75' -8" C 1 5 4 7 2 11 6 10 12 S I G N A G E 1 ARCHITECTURAL STONE -ACID ETCHED 2 PRECAST CONCRETE -FORM FINISHED 3 CONCRETE -POLISHED FINISH 4 PERFORATED METAL PANEL -LARGE FOLD WIDTH 5 PERFORATED METAL PANEL -MEDIUM FOLD WIDTH 6 PERFORATED METAL PANEL -VARYING FOLD WIDTH 7 OPEN FRAME 8 SOLAR PANELS 9 GLASS STOREFRONT SYSTEM 10 WOOD-LOOK SCREEN EXTERIOR MATERIALS 11 CABLE RAIL 12 POTENTIAL SIGNAGE AREA 13 PARKING STRUCTURE SIGN sheet number sheet title date 500 N 3rd Street, Suite 100, Minneapolis, MN 55401 612-345-2559 phase PIC drawn by MEB project number project name SITE PLAN REVIEW License No.: Name: Signed: I hereby certify that this plan,specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota REVISIONS consultants PR ELIM IN A R Y -N O T FO R C O N STRU C TIO N Autodesk Docs://USB Parking Structure/21-008_USB ParkingStructure_mbergPEAX6.rvt6/8/2022 8:52:47 AMA302 05/13/2022 Author BUILDING ELEVATIONS 21-008 7001 PARKING FACILITY (SITE C) 7001 France Avenue South Edina, MN 55435 1/8" = 1'-0"1 NORTH 1/8" = 1'-0"2 West NO. DATE DESCRIPTION sheet number sheet title date 500 N 3rd Street, Suite 100, Minneapolis, MN 55401 612-345-2559 phase PIC drawn by MEB project number project name SITE PLAN REVIEW License No.: Name: Signed: I hereby certify that this plan,specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota REVISIONS consultants PR ELIM IN A R Y -N O T FO R C O N STRU C TIO N Autodesk Docs://USB Parking Structure/21-008_USB ParkingStructure_mbergPEAX6.rvt6/8/2022 8:52:47 AMA350 05/13/2022 SA RENDERS 21-008 7001 PARKING FACILITY (SITE C) 7001 France Avenue South Edina, MN 55435 ARCHITECTURAL STONE ALUMINUM - ANODIZED/PERFORATED (THREE SCALES) WOOD LOOK SCREEN CONCRETE - FORM FINISHED 1 - VIEW FROM NORTH ( N 71ST ST)2 - VIEW FROM WEST (US BANK LOT) 3 - VIEW FROM SOUTH 4 -VIEW FROM EAST (DREW AVE) CONCRETE - BLACK POLISHED EXTERIOR MATERIAL KEY FINAL COLORS, AGGFREGATE, AND FINISH TO BE COMPLIMENTARY WITH WHOLE DEVELOPMENT NO. DATE DESCRIPTION sheet number sheet title date 9800 Bren Road East ,Suite 290 Hopkins, Minnesota 55343 612-345-2559 phase PIC drawn by MEB project number project name DD License No.: Name: Signed: I hereby certify that this plan,specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota revisions no. date description Autodesk Docs://USB Parking Structure/21-008_USB ParkingStructure_mbergPEAX6.rvt6/8/2022 8:52:47 AMA375 05/13/2022 Author EXISTING SITE PHOTOS 21-008 7001 PARKING FACILITY (SITE C) VIEW FROM NORTHEAST CORNER OF SITE LOOKING NORTH VIEW FROM NORTHEAST CORNER OF SITE LOOKING EAST VIEW FROM SOUTH SIDE OF SITE LOOKING SOUTHEASTVIEW FROM EAST SIDE OF SITE LOOKING WEST Date: June 4, 2024 Agenda Item #: IX.C. To:Mayor and City Council Item Type: Report / Recommendation From:Cary Teague, Community Development Director Item Activity: Subject:Ordinance No. 2024-04: Amendment Regarding Tree Protection Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Ordinance No. 2024-04 amending the tree protection ordinance, and waive second reading. INTRODUCTION: Based on the feedback from City Council at the May 21, 2024 City Council Work Session, City staff has drafted an ordinance amendment to address some of the issues that were identified. This ordinance amendment is intended to be the first step at addressing all the issues that have been raised. The next steps that will take more time in developing will include examination of potential modification of the escrow calculation; review unique lot circumstances such as steep slope, wetlands, poor soils, and utility easements; criteria for deviation or review process; consider further ordinance amendments including specific commercial regulations per the EEC work plan. ATTACHMENTS: Description Staff Report Ordinance No. 2024-04: Amendment Regarding Tree Protection Based on the feedback from City Council at the May 21, 2024 City Council Work Session, City staff has drafted an Ordinance Amendment to address some of the issues that were identified. This Ordinance Amendment is intended to be the first step at addressing all the issues that have been raised. The next steps that will take more time in developing will include examination of potential modification of the escrow calculation; review unique lot circumstances such as steep slope, wetlands, poor soils, and utility easements; criteria for deviation or review process; consider further Ordinance Amendments including specific commercial regulations per the EEC work plan. Summary of the attached draft Ordinance Amendment: 1. Clarification that the Ordinance applies to properties that are zoned R-1 and R-2. 2. Provides a definition of an “unbuilt lot.” 3. Exempts “unbuilt lots.” Protected and Heritage trees may be removed without mitigation on a) unbuilt lots within 10 feet of the proposed building pad, deck or patio; b) within 5 feet of driveway; c) within 10 feet of infrastructure improvements including public roadways, stormwater retention areas and utilities. 4. Requires an ISA (International Society of Arboriculture) certified Arborist. 5. Escrow or letter of credit length is reduced from 36 months to 12 months. June 4, 2024 Mayor and City Council Cary Teague, Community Development Director Ordinance No. 2024-04; An Ordinance Amendment Regarding Tree Protection Information / Background: STAFF REPORT Page 2 6. Tree replacement may be fulfilled by planting trees at a different site (public or private land) from the site, subject to City staff approval. 7. Establishes a cap on the escrow or letter of credit at $50,000.00. Staff Recommendation: Staff recommends the Council approve Ordinance No. 2024-04 and waive second reading. Existing text – XXXX Stricken text – XXXX Added text – XXXX ORDINANCE NO. 2024-04 AN ORDINANCE AMENDMENT REGARDING TREE PROTECTION The City Council Of Edina Ordains: Section 1. Chapter 10, Article III of the Edina City Code is amended as follows: DIVISION III. TREE PROTECTION Sec. 10-82. Preservation, protection and replacement of Protected Trees. This division applies to the following permits and land use applications on properties that are zoned R-1 and R-2: grading permits, demolition permits, subdivisions applications, building permit applications for principal and accessory structures including a garage, deck or a pool; and additions to principal and accessory structures. This division does not apply to city parkland, which follows tree protection guidelines outlined in Edina's Comprehensive Plan and City Park Master Plan. (1) Purpose. Edina is fortunate to have a robust inventory of mature trees that form an integral part of the unique character and history of the city, and that contribute to the long-term aesthetic, environmental, and economic well-being of the city. The goal of this section is to preserve Edina's high valued trees, while allowing reasonable development to take place and not interfere with how existing property owners use their property. The purpose of the ordinance is to: a. Preserve and grow Edina's tree canopy cover by protecting mature trees throughout the city. b. Protect and enhance property values by conserving and adding to the distinctive and unique aesthetic character of Edina's tree population. c. Protect and enhance the distinctive character of Edina's neighborhoods. d. Improve the quality of life for all stakeholders, including city residents, visitors and wildlife. e. Protect the environment by the filtering of air and soil pollutants, increasing oxygen levels and reducing CO2; preventing and reducing erosion and stormwater by stabilizing soils; reducing heat convection; decreasing wind speeds; reducing noise pollution and decreasing the urban heat island effect. f. Protect and maintain healthy trees in the development and building permit processes as set forth herein; and prevent tree loss by eliminating or reducing compacted fill and excavation near tree roots. (2) Definitions: a. Protected tree: Any tree that is structurally sound and healthy, and that meets one of the following: i. A deciduous tree that is at least five inches dbh, except box elders, poplar, willow, silver maple, black locust, fruit tree species, ash, and mulberry. Existing text – XXXX Stricken text – XXXX Added text – XXXX 2 ii. A coniferous tree that is at least 15 feet in height. b. Removable tree. Any tree not defined as a protected tree, and as defined as an invasive species by the Minnesota Department of Natural Resources. c. Critical root zone. The minimum area around a tree that is left undisturbed. The critical root radius is calculated by measuring the tree's diameter at breast height. For each inch of tree diameter, one and one-half feet of root zone radius must be protected. For example, if a tree's dbh is ten inches, then its critical root zone radius is 15 feet (10 × 1.5 = 15). If the critical root zone of a tree on site or an adjacent property must be disturbed for construction or construction activity, a plan for the disturbance shall be submitted as part of the tree protection plan subject to review and approval of the city forester to minimize the damage. d. Diameter at breast height (dbh). The dbh shall be measured at a height of four and six-tenths feet. e. Transplanted tree. A protected tree which is removed from a lot and replanted to another private lot or a public space in Edina. f. Heritage tree. A protected deciduous tree above 30 inches dbh and a protected coniferous tree taller than 30 feet. g. Unbuilt Lot: An existing or newly created lot, with a unique address that has not had a primary residential structure. (3) Applications for all permit types identified in section 10-82 must include a tree protection plan indicating where protected and heritage trees are located and, their species, caliper, and health. The plan must show how protected and heritage trees are preserved and protected during construction. The plan must also show if any protected or heritage trees are proposed to be removed and the location, species and size of all replacement tree(s). The tree protection plan should be coordinated with the stormwater management plan; proposed and protected trees should be shown on the stormwater management plan to ensure no conflicts. (4) If a protected tree is removed, it must be replaced with trees equal to at least 75 percent of the deciduous dbh and 75 percent of the coniferous height in feet, as applicable, subject to the following conditions: a. Protected trees must be replaced with species of a similar type (deciduous or coniferous) according to Part (11) that are normally found growing in similar conditions and that are included in Hennepin County's "Recommended Tree List." b. Replacement trees must not be subject to known epidemic diseases or infestations. Disease or infestation resistant species and cultivars are allowed. c. Replacement trees must be at least three and one-half inches in caliper for deciduous trees and a minimum of eight feet tall for coniferous trees. d. Replacement tree plans are subject to approval by the city forester before implementation. e. The tree protection plan shall be verified at the time of final inspection for the building permit. Existing text – XXXX Stricken text – XXXX Added text – XXXX 3 f. Failure to replace protected trees on site results in a payment fee of $300.00 per dbh below 75 percent of the dbh removed, or $300.00 per coniferous foot below 75 percent of the foot removed. (5) If a heritage tree is removed, it must be replaced with protected trees at least 100 percent of the dbh or coniferous feet, subject to the following conditions: a. Heritage trees must be replaced with species of a similar type (deciduous or coniferous) that are normally found growing in similar conditions and that are included in Hennepin County's recommended tree list (xlsx). b. Replacement trees must not be subject to known epidemic diseases or infestations. Disease or infestation resistant species and cultivars are allowed. c. Replacement trees must be at least four and one-half inches in caliper for deciduous trees and a minimum of ten feet tall for coniferous trees. d. Replacement tree plans are subject to approval by the city forester before implementation. e. The tree protection plan shall be verified at the time of final inspection for the building permit. If the protection plan is not in compliance, the inspection may not be approved. f. Failure to replace heritage trees results in a payment fee of $500.00 per deciduous dbh below 100 percent of the dbh removed, and as applicable, $500.00 per coniferous foot below 100 percent of the coniferous feet removed. (6) Protected and Heritage Trees may be removed without mitigation on unbuilt lots as defined above, in the following areas: a. Including, and within a ten-foot (10’) radius of, the building pad, deck or patio. b. Including, and within a five-foot (5’) radius of driveways. c. Including, and within ten-foot (10’) radius of installation of infrastructure improvements including public roadways, stormwater retention areas and utilities. (7) The Tree Survey for any new home construction permit above $500,000 and any project valuation over $100,000 in estimated value is required to be completed by an ISA (International Society of Arboriculture) Certified Arborist. An allowance shall be given to the applicant up to $2,500 for the costs of the Arborist and that amount would be deducted from the applicant’s escrow. (6) (8) Before construction, grading or land clearing begins; city-approved tree protection fencing, or other method must be installed and maintained at the critical root zones of the trees to be protected. The location of the fencing must be in conformance with the approved tree protection plan. The fencing must be inspected by city staff before site work begins. The fencing must remain in place until all demolition and construction is complete. Existing text – XXXX Stricken text – XXXX Added text – XXXX 4 (7) (9) No construction, compaction, construction access, stock piling of earth, storage of equipment or building materials, or grading may occur within the critical root zone areas of trees to be protected, unless there are no other on- site alternatives. If there are no other alternatives, a plan for this activity would need to be reviewed and approved by the city forester and included in the tree protection plan. A reasonable effort must be made when trenching utility lines to avoid the critical root zone. (8) (10) When construction is complete all trees to remain must have the soil out to their drip line aerated and de-compacted. Aerating must include multiple concentric circles of one-inch holes, two inches deep, or as recommended by an arborist. (9) (11) If protected trees and/or heritage trees were removed within one year prior to the date the development, subdivision application, demolition, grading and building permit applications were submitted, these protected trees and/or heritage trees are also subject to the replacement policy set forth in paragraphs (4) and (5) above. (10)(12) Any tree transplanted on-site shall not be counted as a protected tree or heritage tree under this section and therefore does not require replacement under this section, provided it is viable at 36 months 12 months after the permit's final inspection per Part (12). (11)(13) Amount of required replacement trees in (4) and (5) above shall be a variety of types and sizes as demonstrated below. Species shall comply with Hennepin County's "Recommended Tree List." (14) Tree replacement may be fulfilled by planting trees at a different site from their home. The different site can be private or public land, at the choice of the City staff. City controls where the planting will happen and the species of the trees that will be planted. Deciduous (dbh) Coniferous (in feet) Lot size<1 acre Lot size>/=1 acre 3½” or greater 8’ or greater 70% 50% 4½” or greater 10’ or greater 20% 25% 5½” or greater 12’ or greater 10% 25% Existing text – XXXX Stricken text – XXXX Added text – XXXX 5 (12)(15) Financial Guarantee. a. The city shall, at its option, require cash escrow or a letter of credit satisfactory to the city in the amount of 110 percent of the value of the tree replacement identified in the tree protection plan, securing the full performance of tree protection plan. The amount of such security shall be calculated by the fees described in Parts (4)f and (5)f. The maximum cash escrow or letter of credit shall be $50,000. b. Release of financial guarantee. The financial security shall be released based on the following schedule: i. Upon issuance of a certificate of occupancy and approval by city forester that the tree protection plan has been met: forester will inspect the site and calculate actual fee owed based on how much dbh preserved or replaced on site. The original escrow or line of credit, minus this fee, is 50 percent released at this time. ii. Thirty-six months after issuance of certificate of occupancy, an applicant must submit a landscape review by a certified arborist, indicating planted and preserved trees are still healthy. If any trees are found to be unhealthy, the certified arborist can replace these trees onsite and the balance of the financial guarantee (50 percent of financial guarantee net of fees in Part a) are released at this time. If the applicant does not opt to replace trees onsite, these fees are considered owed to the city and retained permanently. Section 2. This ordinance is effective immediately and will apply to existing permits. First Reading: Second Reading: Published: ATTEST: __________________________ _____________________________ Sharon Allison, City Clerk James B. Hovland, Mayor Please publish in the Edina Sun Current on: Send two affidavits of publication. Bill to Edina City Clerk CERTIFICATE OF CITY CLERK Existing text – XXXX Stricken text – XXXX Added text – XXXX 6 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 June 4, 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: June 4, 2024 Agenda Item #: X.A. To:Mayor and City Council Item Type: Minutes From:Andrew Scipioni, Transportation Planner Item Activity: Subject:Minutes: Transportation Commission, Apr. 18, 2024 Information CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: None; information only. INTRODUCTION: Receive the April 18, 2024, minutes of the Transportation Commission. ATTACHMENTS: Description Minutes: Transportation Commission, Apr. 18, 2024 Draft Minutes☐ Approved Minutes☒ Approved Date: May 16, 2024 Minutes City Of Edina, Minnesota Transportation Commission City Hall Community Room April 18, 2024 I. Call To Order Chair Lewis called the meeting to order at 6:03 p.m. II. Roll Call Answering roll call: Commissioners Brown, McCarthy, Olson, Rosen, Rubenstein, Wright, Lewis Absent: Commissioners Bildsten, Plumb-Smith, Donnelly, Karoussos Staff present: Transportation Planner Andrew Scipioni III. Approval of Meeting Agenda Motion was made by Chair Lewis and seconded by Commissioner Rubenstein to remove Item V.A. All voted aye. Motion carried. Motion was made by Chair Lewis and seconded by Commissioner Rubenstein to add Item VIII.A to discuss City Council joint work session topics. All voted ate. Motion carried. Motion was made by Commissioner McCarthy and seconded by Commissioner Brown to approve the amended agenda. All voted aye. Motion carried. IV. Approval of Meeting Minutes Motion was made by Commissioner Brown and seconded by Commissioner Rubenstein to approve the March 28, 2024 meeting minutes. All voted aye. Motion carried. V. Community Comment None. VI. Reports/Recommendations A. Traffic Safety Report of March 26, 2024 The Commission reviewed and commented on the Traffic Safety Report of March 26, 2024. B. 2024 Work Plan Updates • #1 Traffic Safety Infrastructure – Staff provided contact information for other cities. • #2 Pedestrian and Bicycle Master Plan Review – Staff provided subcommittee with copies of the plan. Subcommittee set up shared drive for information, made outline for report. • #3 Parking – No update. • #4 20th Anniversary Proclamation – Proclamation will be presented to City Council May 7. Communications is writing an article for Public Works Pipeline, may do a video story for Agenda:Edina. Draft Minutes☐ Approved Minutes☒ Approved Date: May 16, 2024 VII. Chair and Member Comments – Received. A. City Council Joint Work Session Topics The Commission discussed topics for the upcoming joint work session with City Council. VIII. Staff Comments – Received. A. Concord B/C Roadway Reconstruction Update Staff provided an update on the status of proposed pedestrian and bicycle facilities in the Concord B/C roadway reconstruction project. IX. Adjournment Motion was made by Commissioner Rosen and seconded by Chair Lewis to adjourn the April 18, 2024 regular meeting at 7:21 p.m. All voted aye. Motion carried. TRANSPORTATION COMMISSION ATTENDANCE J F M A M J J A S O N D # of Mtgs Attendance % Meetings 1 1 1 1 4 SEAT NAME 1 Wright, Grant 1 1 1 3 75% 2 Rubenstein, Tricia 1 1 1 1 4 100% 3 Bildsten, Roger 1 1 1 3 75% 4 Lewis, Andy 1 1 1 3 75% 5 Rosen, Adam 1 1 2 100% 6 Brown, Chris 1 1 1 1 4 100% 7 Olson, Bethany 1 1 1 1 4 100% 8 McCarthy, Bruce 1 1 1 1 4 100% 9 Plumb-Smith, Jill 1 1 1 3 75% 10 Donnelly, Sam (s) 1 1 1 3 75% 11 Karoussos, Evangelia (s) 1 1 2 50% Date: June 4, 2024 Agenda Item #: XI.A. To:Mayor and City Council Item Type: From: Item Activity: Subject:Prep Memo June 4, 2024 CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: INTRODUCTION: ATTACHMENTS: Description Prep Memo June 4, 2024 From:Scott H. Neal To:jhovland@hovlandrasmus.com; James Pierce; Carolyn Jackson; Kate Agnew; Julie Risser Cc:Sharon Allison; Ari Lenz Subject:Prep Memo for the June 4, 2024 City Council Meeting and Work Session Date:Tuesday, June 4, 2024 3:24:06 PM Good Afternoon Everyone – Here’s where we are for the Work Session and Council Meeting tonight. WORK SESSION There are two discussion topics at the Work Session tonight. The first is to complete the Council review and approval of my 2024 performance goals, which are the basis upon which you will judge my performance for 2024. I have previously submitted proposed goals. I understand there is Council interest in potentially modifying my proposed goals or submitting some new ones. I am generally OK with that, but please keep in mind that we are already half-way through the year and adding too many new goals might not be feasible right now. I have not set this Work Session as a closed session to discuss my performance. I feel comfortable address performance goals without the need for a closed session. The second group of discussion topics concerns our administrative meeting practices and customs: meeting minutes, meeting reschedules and Proclamations. Staff have some value to add to this discussion, but these items are ultimately set by the discretion of the City Council. CITY COUNCIL MEETING Council Member Risser has asked for item C to be removed from the Consent Agenda. This item sets up a future bond issuance. Our Finance Director and our financial advisory from Ehlers & Associates will be available to respond to questions. We have one special presentation tonight. This one is from Metro Transit who is with us tonight to answer all your questions about the future E-Line Bus Rapid Transit project. That’s all I have for the moment. See you all soon. Scott Scott H. Neal, City Manager 952-826-0401 | Fax 952-826-0390sneal@EdinaMN.gov | EdinaMN.gov Follow me on Twitter.