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HomeMy WebLinkAbout2022-06-29 Planning Commission Regular MeetingAg enda Planning Commission City Of E dina, Minnesota City H all, Council Cham ber s Wednesday, June 29, 2022 7:00 PM Participate in Public H ear ing(s). Call 888-504-7949. E nter Participant Passcode 714934. Press *1 on your telephone keypad when you would like to get in the queue to speak. An operator will introduce you when it is your turn. I.Ca ll To Ord er II.Roll Ca ll III.Approva l Of Meeting Agenda IV.Special Recogn ition s An d Presentation s A.Mem b er Review & W ork Pla n Develop m ent Presentation V.Com m u n ity Com m ent During "Community Comment," the Board/Commission will invite residents to share relevant issues or concerns. Individuals must limit their comments to three minutes. The Chair may limit the number of speakers on the same issue in the interest of time and topic. G enerally speaking, items that are elsewhere on tonight's agenda may not be addressed during Community Comment. Individuals should not expect the Chair or Board/Commission Members to respond to their comments tonight. Instead, the Board/Commission might refer the matter to sta% for consideration at a future meeting. VI.Pu b lic Hea rings A.Va ria n ce: B-22-11, A .9 foot front ya rd setb ack variance for a front porch addition at 6116 W ilry an B.PUBLIC HE ARING: CUP for Cou n tryside E lem entary School a t 5701 Ben ton Ave. C.PUBLIC HE ARING: CUP for Con cord E lem entary School a t 5900 Concord Ave. VII.Rep orts/Recom m en d ation s VIII.Cha ir An d Mem ber Com m ents IX.Sta9 Com m ents X.Adjournm en t 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 ampli;cation, an interpreter, large-print documents or something else, please call 952-927-8861 72 hours in advance of the meeting. Date: June 29, 2022 Agenda Item #: I V.A. To:P lanning C ommission Item Type: O ther F rom:MJ Lamon, C ommunity Engagement Manager Item Activity: Subject:Member R eview & Work P lan Development P res entation Information C ITY O F E D IN A 4801 West 50th Street Edina, MN 55424 www.edinamn.gov A C TI O N R EQ U ES TED: None. I N TR O D U C TI O N: M J Lamon, C ommunity E ngagement Manager, to give presentation. AT TAC HME N T S: Description Commission Annual Member Review 2023 CAP Menu Memo MJ Lamon Community Engagement Manager Updated 2022.05.23 Commission Member Review 2022 Agenda 2 Work Plan Development o Citywide Work Plans o Calendar o Roles o Sub -committee & working groups o Template o Field Descriptions Council StaffCommissions Decide Strategy Advise Council Community Perspective Manage Operations, Implement Policy, Advise Council Technical Analysis Council •Make policy -level decisions •Hire & supervise City Manager •Approve -Budget and related work plan -Ordinances and policy decisions -Development proposals -Variances and rezoning requests •Appoint advisory boards and commissions Staff •Provide best efforts and technical advice to Council •Manage operations and staff •Propose budget and policies •Carry out Council decisions •Deliver services •Equitable enforce codes and policies Advisory Boards, Commission & Task Forces •Provide community perspective on values and needs •Propose work plan items •Advise the council through work plan charges •Hold hearings as directed by Council •Assist as directed in work plan with engagement efforts Supporting Council Technique Examples on the Spectrum Increasing Impact on the Decision Inform Consult Involve Collaborate Empower Board & Commissions Task Forces Website Open House Public Hearing Workshop Survey Focus Groups Public Meetings Publications City Extra Correspondence Stakeholder Interviews Fact Sheets Comment FormsFairs/Events Tours & Field Trips SHARE COLLECT BRING TOGETHER 5 Commission Subcommittee Working Group Task Force Tenure Ongoing Temporary Temporary Temporary Members Residents Commission members only Commission + Public members As defined Scope Work Plan Work Plan Item Work Plan Item Task Force Charge OML Required Not required Not required Not required Staff Support Yes No Not typically Yes Reports To Council Commission Commission Council or City Manager Key Roles 6 CHAIR STAFF LIAISON •Work with liaison to prepare agenda •Lead meetings and facilitate discussion •Facilitate development of the annual work plan and provide progress updates •Encourage member participation •Manage areas of conflict •Prepare agenda and meeting materials •Provide official notice of meetings •Record & prepare minutes. •Maintain BC official records •Provide technical expertise and access to City staff and resources •Relay information to council 7 Work Plans 8 9 Commission Work Plan Calendar 9 Annual Work Plan Begins January Commissions develop proposed work plans with liaison advice and feedback June–Aug. Commission approves proposed work plan September 23 Chairs present proposed work plans to Council October 6 Staff present recommendations to Council November 1 Council approves work plans December 6 Roles 10 Commission Chair •Lead work plan development •Make sure work plan is not overloaded •Ensure there is a “lead(s)” to each initiative •Present proposed work plan to City Council Staff Liaison •Provide technical expertise, recommendations and advice to the commission •Provide clear recommendations to City Management and/or Council to consider •Ensure work plan template fields are completed Committees & Working Groups 11 Commission Sub - committee Commission Members only Working Group Commission Members Public Members 7 Considerations: -Quorum -Student members Template 12 13 Title Be clear and provide detail Deliverable What exactly will be the product / result of your initiative Budget Staff determines if funds are available, commission collectively decides to available funds Liaison Comments Liaisons will provide you technical advice and feedback *Don’t leave white fields blank Leads Signify who is working on the item, working group? Target Completion Be realistic, impacts to supporting departments Partner Projects Cross commission initiatives, liaisons communicate partner requests Progress Reports Complete quarterly & always before joint meeting 14 Commission Up Commission Staff Council 15 Brainstorm Collect Ideas What do you want to work on? June Review brainstorm list Reduce list How much work capacity do you have? July Determine the priorities Who is leading? August Approve work plan Are all the fields completed? September Steps to Develop your work plan! 16 Climate Action Plan (2023) •Review Climate Action Menu •Consider including one Climate Action to 2023 work plan •For questions, contact EEC Chair Questions? www.EdinaMN.gov 17 City of Edina • 4801 W. 50th St. • Edina, MN 55424 Department Name Phone 952-927-8861 • Fax 952-826-0390 • EdinaMN.gov Date: 06/01/2022 To: Edina Boards and Commissions From: Grace Hancock, Sustainability Manager Subject: Edina Commission Climate Action Menu: 2023 Work Plan options Attachment: 2023 Commission Climate Action Menu Background: The City’s first Climate Action Plan (CAP) was approved at the end of 2021 with 36 strategies supported by 200 actions. The CAP identifies the City’s GHG emission reduction target of 45% below 2019 levels by 2030 and achieve net zero emissions by 2050. The CAP’s goal is to help those who live and work in Edina imagine and achieve a future where the Earth and all who live on it thrive. For more information, the Climate Action Plan was the subject of a 2021 Town Talk, viewable here: https://www.bettertogetheredina.org/town-talks/forum_topics/sustainability-climate-action-plan In 2022, City staff kicked off the implementation of the CAP, undertaking ~60 actions, along with a few actions led by Commissions. With feedback from the Energy and Environment Commission, the Sustainability Division has informed City Council that it will ask that each Commission consider adding a Climate Action to its 2023 work plan. Attached is a refined list of Climate Actions that are suitable for Commission leadership. Some have been identified as especially suitable for certain Commissions, but all are available for all Commissions to consider for their 2023 work plan. These actions were chosen based on the nature of Commission work – resident volunteers who advise Council based on their Commission Charge. The intent for any Climate Action undertaken by a Commission is to study the issue and identify what's possible for Council to consider as next steps. It is not expected that Commissions accomplish the Action within one year, rather it is hoped that Commissions can lend their resident perspective and expertise to make meaningful contributions to the progress of any action they choose to undertake. Action Requested: Commissions should discuss the Climate Action Menu as part of their 2023 work plan development process. Commissions should consider including one Climate Action in their 2023 work plan, and be prepared to mention how their work aligns with the Climate Action Plan when presenting to City Council. For clarifying questions related to any Climate Actions, Commission Chairs should contact the EEC Chair and/or Vice Chair. EEC Chair: Hilda Martinez, hildakimx99@gmail.com EEC Vice Chair: Michelle Horan, mhoran00@gmail.com Strategy Action Potential Commission Work Plan Buildings & Energy 1-5 Partner with local organizations and businesses to educate the public and promote the adoption of energy efficiency habits like purchasing high- efficiency equipment, turning the lights off in unused spaces and at night, having efficient indoor temperature control, and promote home energy audits among their staff and students. BE 1-7 Create a welcome packet for new businesses and residents, which will provide information on all the energy efficiency improvement resources and opportunities. BE 1-13 Establish a performance ratings/labeling program for all homes listed for sale or rent so that owners, tenants and prospective buyers can make informed decisions about energy costs and carbon emissions. Rating program to require Energy Audit/Energy Efficiency Program participation. EEC BE 4-2 Partner with institutions and businesses within Edina to secure commitments to reduce operational greenhouse gas emissions in line with the goals of this Climate Action Plan, achieving carbon neutrality by 2050. BE 4-5 Create an educational program to inform residential and commercial properties about renewable energy opportunities including technologies that eliminate on-site fossil fuel use. Economic Development CE 1-4 Promote Edina as an environmentally friendly destination by highlighting the businesses that are taking steps to reduce resource consumption (Green Business Recognition program).EEC Greenspace GS 1-4 Update City’s Landscape ordinance to include a minimum tree coverage per lawn area or per impervious surface coverage for all new construction or expansion projects. Explore options for decrease of turf grass/lawn coverage and increase of wildflower/prairie grass coverage requirements. GS 1-7 Prioritize planting and preservation of native species of plants and trees and species of plants and trees adaptive to climate change on public and private property through education, incentives and other promotional programs. Ensure that landscaping requirements articulated in the zoning code include the preservation of the maximum possible number of existing trees, the use of native plantings and the preservation of natural areas whenever possible. GS 2-2 Remove and ease lawn/grass requirements in ordinances. GS 2-6 Establish a policy to require the use of native plants in landscaping at City-owned properties. Continue natural vegetation conversion for passive park areas. Add 110 Acres of native plant and pollinator restoration area on City Property by 2040.EEC GS 2-7 Establish a policy and Identify, create, and promote incentives to assist homeowners and households with low incomes by covering some of the cost of converting traditional lawns by planting pollinator friendly food gardens, permaculture, wildflowers, clover or native grasses in an effort to slow the collapse of the state’s bee population. GS 2-8 Develop educational and informational resources providing information on benefits of and strategies for reduced and repurposed lawn space including: native plantings, "carbon gardening" strategies for ornamental gardens, and produce gardens, tree profile rebuilding, elimination of synthetic fertilizer and pesticide use, high mow deck settings, use of biochar amendments, polyculture lawn mixture and other beneficial greenspace practices included in this CAP. Environmental Health HS 2-2 Add climate preparedness elements to public health programs already aimed at vulnerable populations and low-income households and dedicate increased funding to accommodate demand for public health services among at-risk populations. CHC HS 4-3 Support, leverage create relationships with, and enhance community networks and connections for those who require special attention, such as people who are elderly, homebound, disabled, isolated, or those likely to be in need of financial assistance during or after extreme weather events (heat, cold and heavy precipitation).CHC Local Food LF 1- 2 Support existing school and community gardens and provide opportunities to expand community growing spaces with a focus on locating garden infrastructure to serve youth, immigrant, and people with lower incomes or who are experiencing food insecurity. Community growing and garden spaces may include use of park space, unused city owned space, or public right of way/boulevard areas. Program should prioritize conversion of impervious spaces to garden space and preservation/increase of overall green space benefit. Provide on-going promotion, communication, and education of the sites and opportunities including appropriate translated and accessible content. LF 1-4 Incentivize and reward soil best management practice for urban lawns, gardens, landscaping, parks, open spaces, prairies, environmentally sensitive areas, and agricultural land uses.EEC LF 4-2 Establish an Green Business Refrigeration upgrade cost sharing incentive program providing a 25% matching grant for qualified buildings and applicants to switch to green refrigeration practices. EEC Transportation & Land Use TL 3- 2 Eliminate parking minimums to reduce surface parking and institute new parking pricing models to maintain 85% utilization (performance-based parking, off-street parking tax, dynamic pricing, etc.) PC/ETC TL 3-7 Allow and encourage the construction of accessory dwelling units ("ADU") to increase rental opportunities in both established neighborhoods and new development. This will add additional housing options for the City’s workforce, seniors, families with changing needs, and others for whom ADUs present an affordable housing option. PC TL 4-5 Develop incentive and educational programs to transition lawn care companies and homeowners from using fuel-burning lawn equipment (e.g., lawn mowers, blowers) to electric.EEC TL 1-5 Establish a branded communications campaign to promote increased alternative transportation use, with a particular focus on short distance trips (ie <2 miles) including school and other daily commutes.ETC Waste WM 1-2 Support collaborative consumption community projects, such as neighborhood compost projects, tool libraries, and repair cafes through mini-grant programs. WM 2-3 Conduct an organics waste collection pilot project with a sample of City businesses to test the interest, methodology, and amount of commercial food waste that would need to be accommodated by a commercial organics collection program. Explore possible incentives for food retailers, restaurants, and institutions to participate in food waste reuse and recycling programs. WM 3-2 Explore a requirement that all waste be recycled or salvaged at large construction sites. WM 4-5 Promote and partner to support a Fix It Fair at the Library and create a resource list for reuse. W 1-3 Facilitate reduction of water use by top customers annually through an opt-in water reduction program targeting water reduction goals of 20% or more per site. Offer free technical resources to large institutions and businesses to identify specific opportunities for employees or customers to conserve water and incorporate water efficiency into internal operations. Program can be coordinated with the City's Waste Audit and Diversion Assistance program. Goal: 30 business water use audits completed annually with customers engaged in measuring and reducing water consumption. W 1-6 Conduct a Water Conservation "challenge" campaign ask participants to reduce water consumption through water use behavior change strategies, irrigation system utilization, and replacement of fixtures like shower heads with WaterSense certified fixtures. WM 1-3 Explore options for waste hauling improvements supporting CAP goal achievement, including modifications to City's existing licensure process and requirements as well as organized waste hauling strategies. Edina Commission Climate Action Menu: 2023 Work Plan options Date: June 29, 2022 Agenda Item #: VI.A. To:P lanning C ommission Item Type: R eport and R ecommendation F rom:Kris Aaker, Assistant P lanner Item Activity: Subject:Varianc e: B-22-11, A .9 foot front yard s etbac k variance for a front porc h addition at 6116 Wilryan Ac tion C ITY O F E D IN A 4801 West 50th Street Edina, MN 55424 www.edinamn.gov A C TI O N R EQ U ES TED: Approve the variance request as submitted. I N TR O D U C TI O N: A .9-foot variance to the 26.3 ft front yard setback requirement allowing a front porch addition at 6116 Wilryan Ave. S o. AT TAC HME N T S: Description Staff Report Engineering Memo Narrative and Plans Better Together Public Hearing Comment Report Staff Pres entation The subject property, 6116 Wilryan, is approximately 9,645 square feet in area and is located on the west side of Wilryan Ave. The property consists of a two-story home with an attached two car garage. The proposed addition is a 96 square foot single story porch addition to the front of the home. The existing front yard setback is 29.4 feet from Wilryan Ave. The required front yard setback is determined by the average front yard setbacks of the properties located on either side of the subject lot which was established by the surveyor as 26.3 feet from Wilryan Ave. The proposed front yard setback after the porch addition would be 25.54 feet. Except for the front yard setback, the proposed front porch addition meets all other zoning requirements. Surrounding Land Uses Northerly: Single Unit residential homes zoned R-1 and guided low-density residential Easterly: Single Unit residential homes; zoned R-1 and guided low-density residential. Southerly: Single Unit residential homes; zoned R-1 and guided low-density residential. Westerly: Single Unit residential homes; zoned R-1 and guided low-density residential. Existing Site Features There is an existing two-story home with an attached two car garage built in 1965. The existing house meets all setback requirements. Planning June 29, 2022 PLANNING COMMISSION Kris Aaker, Assistant City Planner B-22-11, a .9-foot, (10 & 3/4”) front yard setback variance for front porch addition at 6116 Wilryan Ave. Information / Background: STAFF REPORT Page 2 Guide Plan designation: Low-Density Residential Zoning: R-1, Single-Dwelling District Compliance Table City Standard Proposed North Side – yard East Side – Front yard South – Side yard West Side – Rear yard 10 feet 26.3 feet 10 feet 25 feet 16.8 feet (existing) 25.4 feet* 10.2 feet (existing) 62.5 feet (existing) Building Coverage 25% 20.79% *Requires a variance PRIMARY ISSUES & STAFF RECOMMENDATION Primary Issues  Is the proposed variance justified? Minnesota Statues and Section 36-98 of the Edina Zoning Ordinance require that the following conditions must be satisfied affirmatively. The proposed variance will: 1. Relieve practical difficulties that prevent a reasonable use from complying with ordinance requirements. Reasonable use does not mean that the applicant must show the land cannot be put to any reasonable use without the variance. Rather, the applicant must show that there are practical difficulties in complying with the code and that the proposed use is reasonable. “Practical difficulties” may include functional and aesthetic concerns. The practical difficulty is caused by the location of the existing home. The request is minor in scope and scale but will offer protection from the weather elements and allow functionality of the porch space and improve aesthetics of the front façade. STAFF REPORT Page 3 2. There are circumstances that are unique to the property, not common to every similarly zoned property, and that are not self-created? The requested variance is minimal in scope and scale and will help protect a front entry door from the weather and improve access of the existing home from the driveway. The applicant is trying to improve the existing structure with a future addition to the back of the home planned instead of tearing down and rebuilding. 3. Will the variance alter the essential character of the neighborhood? Granting the variance will not alter the character of the neighborhood. All other aspects of the home conform to the ordinance requirements. The porch is open and unenclosed with only a minor overlap into setback that is not perceivable from the street. Recommended Action: Approve a .9-foot front yard setback variance to the required front yard setback at 6116 Wilryan Ave. Approval is subject to the following findings: 1. The proposed use is permitted in the R-1 zoning district. 2. The proposal meets the variance criteria. The practical difficulty is caused by the existing location of the home and the need for weather protection and comfortable accessibility to the front entry of the home. 3. The proposed addition is reasonable, as it is small in size and would not impact adjacent properties or site lines. 4. Granting the variance will not alter the character of the neighborhood. Approval is subject to the following conditions: 1. Survey dated May 27, 2022. 2. Elevations and plans received date stamped May 27, 2022. DATE: 6/8/2022 TO: Cary Teagu e – Plan ning Director FROM: Zuleyka Marquez, PE – Graduate Engineer Mattias Oddsson, Engineering Intern RE: 6116 Wilryan Ave - Variance Review The Engineering Department has reviewed the subject property for street and u tility concerns, grading, storm water, erosion and sediment control and for general adherence to the relevant ordinance sections. This review was performed at the req uest of the Planning Department; a more detailed review will be performed at the time of building permit application. Plans reviewed included a proposed survey, proposed street view, current street view, and design drawings stamped 5/27/2022 Summary of Work The applicant proposes a covered front porch. The request is for a variance to the front yard setback. Easements No comment. Grading and Drainage The area of work drains to the street in both existing and proposed conditions. Stormwater Mitigation The proposed work (phase 1) does not trigger the City of Edina Building Policy SP -003 requirements. Phase 2 may trigger a stormwater management plan (category 2 of the policy) if fill is proposed below 919.2 ’, more than 400 or 600 square feet of new impervious is added with a drainage path to private property or a structural flooding issue, respectively. Floodplain Development The site is near a local 1% annual chance floodplain with an elevation of 919.2 ft. Per section 3.1.2.1 of the Comprehensive Water Resources Management Plan, n ew principal structures, additions, and other permanent fixtures must have a lowest opening elevation at least two feet above the applicable 1% annual chance flood . Thus, the lowest opening elevation is required at no less than 921.2 ft. Proposed at 925.2 ft; no issues. Erosion and Sediment Control An erosion and sediment control plan was not reviewed or required per City of Edina Building Policy SP -002. Street, Driveway Entrance, Public Utilities No comment. Miscellaneous A Nine Mile Creek Watershed District permit may be required; applicant will need to verify with the district. A well is not likely to be located onsite. Thus, coordination with Minnesota Department of Health will not be required . LJI • 161161 Answers from the Homeowner Regarding 6116 Wilryan Avenue: The proposed variance will relieve practical difficulties. The proposed addition will add a covering over the front entry to get out from the rain or snow when entering the house. It will also add an extra front porch area for sitting with neighbors and enjoying the neighborhood. Updating the steps to be a consistent height and a properly sloped sidewalk & grading will help to alleviate a trip hazard and the occasional water coming into the basement on this side of the house. The proposed variance will correct circumstances unique to this property and the added items and will make the space a livable and functional space. The intent of the code which allows the setback to not be closer to the street than the neighbors on either side or the average of the side of the street would not allow for an added space to be unusable. The setback proposed will not obstruct the neighbors on either sides view as the street curves and the houses on both sides are slightly forward of the property. The new space will include a new front door, consistent decking material for both steps and deck and remove the unsightly entrance and steps to grade. The new roof line will complement the rest of the home aesthetic. Additionally new sidewalk and landscaping with be added as part of the house update. The added space will not alter the character of the neighborhood it will enhance the look of the house & street and transform it into a more modern home. CITY OF EDINA MAY 2 7 2022 PLANNING DEPARTMEN1 CITY OF EDINA MAY 2 7 2022 PLANNING DEPARTMENT =MN I I Proposed Street View 6120 6116 6112 CITY OF EDINA MAY 27 2022 Current Street View PLANNING DEPARTMENT ovadammimammimria, 922.7 ks.7, Site Address' 6116 Aryan Avenue Edina, MN 55436 Benchmark City of Edina Benchmark No. 52 Top nut of hydrant located at /6109 Wilryan Ave. Elevation = 926.10 (per City of Edina) Boundary Description (supplied by client) Lot 1Z Block 2, MIKULAYS ADDITION, according to the recorded plat thereof, Hennepin County, Minnesota. Subject to any and all easements of record. 9.21.30 9203 Whitetai I Land 5un/eying 10722 200th Street 320-535-5194 ---":":\Silver Coke, MN 55381 Whitetanurveying.com I hereby certify that this certificate of survey was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. Douglas M. Smith Dote __pA ril 27, 2022 Registration No. 59130 Job Number: 22007 Field Date: 4/8/22 Drawing Name: VanGorp-04-27-22.dwg Drawn by. DMS Revisions: 4/27/22 (prop. path, hardcover) - 922 Existing Hardcover (sa. ft.2 House/Chimney 1,160 Porch (to be removed) 223 Cantilever 22 Egress Well 12 Concrete Stoop/Steps 27 Concrete Walkway 72 Concrete Pads 33 Bituminous Driveway 648 Pavers (to be removed) 165 Shed on Slob 99 Plastic Underlay 231 Z692 Parcel Area = 9,645 Total Hardcover = 27.9% Proposed Hardcover (sa. ft.) Proposed Addition 602 Proposed Egress Well 28 Proposed Porch/Steps 123 House/Chimney 1,160 Cantilever 22 Egress Well 12 Concrete Walkway 72 Concrete Pads 33 Bituminous Driveway 648 Shed on Slab 99 2,799 Parcel Area = 9,645 Total Hardcover = 29.0% / JJ \X 979.4 3 / X 919.8 919 X 919.4 9 9 X 919.1 600 ff e, 919 0 X A 11CP /".• Hj I 921.4 X oa )13 Certificate of Survey Prepared for: Emmett Van Gorp CITY OF EDINA MAY 2 7 2022 PLANNING DEPARTMENT 922.8 x /‘ \ / 9)49, / .., /,, / /./ / . / /S*, \.,' /0•., / \ / / , / • \ / z' \\ 40 in. X 919.1 \ Ge, 919.1X 17 X 919.2 5 X 922.5 2.2 9.> X 921.8 919.10 919.0 x921.5 X 920.7 x 919.1 X 919.2 i. PN 7 NW. X 920.3 9203 I X 920.2 910.4 9 X 921.6 NIK 0 Legend • Found Iron Monument CI) Tree (deciduous) te ,0117 000.0 Existing Elevation Existing Contour TBR To Be Removed Manhole C ()j) Utility Pole 927.7 9 Notes: 1. No Gopher State One ticket request was placed for subject property, as result no underground utilities were located for the purpose of this survey. 2. This survey was completed without the benefit of a current title commitment. 3. Bearings based on plot of MIKULAY'S ADDITION. X 922.0 x 921.9 X 921.4 / 978.9 919.0 0 SCALE 70 0 5 20 1 inch= 10 feet Ir /X 920.5 CS '978. 91 I hereby certify that this certificate of survey was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. Douglas M. Smith Dote: April 27, 2022 Registration No. 59130 Whitetai I Land ,Surveying 10722 200th Street 320-535-5194 -"\S\SIIver Coke, MN 55381 Whitetanurveyng.com X 921.9 921.7 x x 921.4 979.0 918.7 x 920.5 918.9 %J. \X 9194 3 / / X 919.8 919.3 X 919.4 Certificate of Survey Prepared for: Emmett Van Gorp (0: \11 .00 9190x 5t'b X 919.1 921.4 X 908 4 °yl CITY OF EDINA 13 MAY 2 7 2022 PLANNING DEPARTMENT 922.8 X X 979.2 5 979 919.1x x 919.1 \-?5, c9 1 Rte. 922 1 CZ, I-, \-z6, 9275115,r , Site Address: 6116 IVilryan Avenue Edina, MN 55436 Benchmark: City of Edina Benchmark No. 52 Top nut of hydrant located at 16109 Wilryan Ave. Elevation = 926.10 (per City of Edina) Boundary Description (supplied by client) Lot 12, Block 2, MIKULAY'S ADDI770N, according to the recorded plat thereof, Hennepin County, Minnesota. Subject to any and all easements of record. .9„ .1; 9222 X 921.8 919.1X .919.0 927.3% 7 • c -"\ x 919.1 X919.2 9%. O C•• 114Z8.11 X 920.2 -5 d, 11 920.3 • ‘t.7 4, (Z-; rk9. ,) C"' y • • i • •e? co° 920 x 9207 920 3 020 4 Ai' CV .5° /Or C1' AN) (3" to 0j1/ 919.2 .c,,\Ne / 4 e e t G6 X 921.6\ Leaend • Found Iron Monument 0 Tree (deciduous) x 000.0 Existing Elevation ® Manhole - o - Existing Contour C. (jj Utility Pole TB R To Be Removed SCALE 7o 20 10 5 1 inch = 10 feet 922.3 922.0 Job Number: 22007 Field Date: 4/8/22 Drawing Nome: VanGorp-04-27-22.dwg Drawn by: DMS Revisions: 4/27/22 (prop. poch, hardcover) 920.2 No es: 1. No Gopher State One ticket request was placed for subject property, as result no underground utilities were located for the purpose of this survey. 2. This survey was completed without the benefit of a current title commitment. 3. Bearings based on plot of MIKULAY'S ADDITION. 921.5 V / 979.5 Existing Hardcover (so. ft.) House/Chimney 1,160 / Porch (to be removed) 223 / Egress Well Cantilever 22 Concrete Stoop/Steps 27 Concrete Walkway 12 72 Concrete Pads 33 Bituminous Driveway 648 Pavers (to be removed) 165 Shed on Slab 99 Plastic Underlay 231 Z692 Parcel Area = 9,645 Total Hardcover = 27.9% Proposed Hardcover (sq._ftd Proposed Addition 602 Proposed Egress Well 28 Proposed Porch/Steps 123 House/Chimney 1,160 Cantilever 22 Egress Well 12 Concrete Walkway 72 Concrete Pads 33 Bituminous Driveway 648 Shed on Slab 99 2,799 Parcel Area = 9,645 Total Hardcover = 29.0% Ir -P-4 1/2" 80-S 1/4" ei'-5 5/4" I'-0" _USN LOCk 2X10 TRT JOISTS @ le ATT• CH AT EACH END MOLNT JOIST HANGERS " 0.0. KITH F DBL CONCEALED FLANGE JOIST HANGERS 2X10 TRTD LEDGER 55 FLASH NG AT—ACH 0 RIM WITH LEDGE - SCREWS @ 16" INTERVALS L IV-2" L ) DN EXISTING ENTRY I I EXISTING HOUSE 1 UP CITY OF EDINA MAY 2 7 2022 PLANNING DEPARTMENT 6X6 .60 POST ON 1.5X5 CONCRETE FOOTING MIN. 42" BELOW GRADE TYR DBL CONCEALED FLANGE JOIST HANGER PORCH DECK FRAMING SCALE 1/4"=11 -0" EMMETT AND KATE VAN CORP FRONT PORCH ADDITION 4/25/2022 6116 INILRI'AN AVE EDINA MN CITY OF EDINA MAY 2 7 2022 PLANNING DEPARTMENT IT-5" 4" SQUARE 'NEE STEEL POST 4X4 CEDAR POST .4.5" WIDE FLANGE I JOISTS @ 12" 0.0 GUTTER IQ 11/////////7 DEM_ CONCEALED FLANGE JOIST HANGERS DEL CONCEALED FLANGE JOIST HANGER lQ EXISTING FP PORCH ROOF FRAMING SCALE 1/4"= ILO" EXISTING HOUSE P DINING EMMETT AND KATE VAN CORP 6116 WI LRYAN AVE EDINA MN FRONT PORCH ADDITION 4/25/2022 PORCH ELEVATION SCALE I/8"= I'-O" PORCH SECTION SCALE 3/16"=11 -0" 4' SQUARE STEEL POST ORA,. CITY OF EDINA MAY 2 7 2022 PLANNING DEPARTMENT 1 I EPDM MEMBRANE 'PLYWOOD DECKING 5" K STYLE SUTTER STEEL DRIP EDGE (2)12" LVL BEAM 4X4 CEDAR POST S/4X6 CEDAR PLANK X6 DECKING. (2)2X10 TRID BEAM 6X6 .60 POST RIGID FOAM FROST BREAK SLEAVE le,"X.S" CONCRETE FOOTING PER POST I I: 1E1 STEEL PARAPET FACIA yj 9-1/2741DE FLANGE I JOISTS s O. G. EXIST -MAIM' COVERED PORCH n - N EMMETT AND KATE VAN GORP FRONT PORCH ADDITION 4/25/2022 6116 WILRYAN AVE EDINA MN Survey Responses 30 January 2019 - 23 June 2022 Public Hearing Comments-6117 Wilryan Better Together Edina Project: Public Hearing: Variance 6116 Wilryan Avenue VISITORS 2 CONTRIBUTORS 1 RESPONSES 1 0 Registered 0 Unverified 1 Anonymous 0 Registered 0 Unverified 1 Anonymous Respondent No:1 Login:Anonymous Email:n/a Responded At:Jun 22, 2022 09:47:28 am Last Seen:Jun 22, 2022 09:47:28 am IP Address:n/a Q1.First and Last Name Lisa Buck Q2.Address 6104 Wilryan Ave Q3.Comment I support my neighbors' request for a .9 ft variance to the 26.3 front yard setback requirement. Everything that Emmett Van Gorp(and Kate) are doing to improve their home without tearing it down and building another unnecessary monstrosity is good news for the neighborhood. It is beautiful and tasteful and I hope you will allow them to build their front porch addition. And they are great neighbors as well! Thank You! A .9-foot, (10 & 3/4”) front yard setback variance for front porch addition 6116 WilryanAve. EdinaMN.gov2 EdinaMN.gov3 EdinaMN.gov4 EdinaMN.gov5 EdinaMN.gov6 EdinaMN.gov7 EdinaMN.gov8 EdinaMN.gov9 EdinaMN.gov10 EdinaMN.gov11 EdinaMN.gov12 EdinaMN.gov13 EdinaMN.gov14 Date: June 29, 2022 Agenda Item #: VI.B. To:P lanning C ommission Item Type: R eport and R ecommendation F rom:C ary Teague, C ommunity Development Director Item Activity: Subject:P UBLI C HEAR I NG : C UP for C ountryside Elementary S chool at 5701 Benton Ave. Ac tion C ITY O F E D IN A 4801 West 50th Street Edina, MN 55424 www.edinamn.gov A C TI O N R EQ U ES TED: I N TR O D U C TI O N: Edina P ublic S chools are requesting a C onditional Use P ermit for building additions and an expanded parking lot at C ountryside School located at 5701 Benton Avenue. T he goal of the expanded parking lot is to make the site safer by separating parent and bussing drop off areas. AT TAC HME N T S: Description Staff Report Engineering Review Memo Applicant Narrative Better Together Public Hearing Comment Report Site Location and Zoning Proposed Plan Renderings Proposed Plans Traffic Impact Study Minor Site Plan & building elevation revis ions June 29, 2022 Planning Commission Cary Teague, Community Development Director Conditional Use Permit – 5701 Benton Avenue (Countryside School) Information / Background: The Edina Public Schools are proposing classroom building additions, expanding their parking lot and reconfigure the bus pick-up and drop-off area at Countryside School located at 5701 Benton Avenue. The purpose of the request is to add nine teaching spaces, an additional multipurpose room and parking lot expansion to separate bus and student drop off traffic for improved on-site safety. The building additions at Countryside include the addition of six (6) classrooms, two (2) kindergarten rooms, one (1) Special Services room, a reconstruction of the middle link/ramp to meet ADA requirements, and a multipurpose room; all of which will allow the building to house the new Spanish immersion program starting offsite in the fall of 2022 and moving to Countryside Elementary once construction is completed. The building expansions and reconfigured parking areas conform to the conditional use permit requirements within the R-1 zoning district. The number of parking spaces would increase from 94 parking stalls and 12 bus stalls, (106 stalls total), to 110 parking stalls and 16 bus stalls, (126 total), by expanding and restriping the lot on the east side of the building. The bus pick-up and drop-off area would be reconfigured on the east side of the building and a new access to the site would be added off Tracy Avenue. (See attached plans.) Buses would now enter and exit the site off Tracy Avenue rather than Benton Avenue. The parent drop off would now occur in the north parking lot. The new Tracy driveway would only be for buses and staff. The request requires a conditional use permit for building expansion and the expansion of parking spaces on the east side of the building. STAFF REPORT Page 2 SUPPORTING INFORMATION Surrounding Land Uses Northerly: Single-family homes; zoned and guided low-density residential. Easterly: Single-family homes; zoned and guided low-density residential. Southerly: Single-family homes; zoned and guided low-density residential. Westerly: Single-family homes; zoned and guided low-density residential. Existing Site Features The existing 14.6-acre site contains the school, parking areas, play fields a wetland and a scattering of mature trees. Planning Guide Plan designation: Public/semi-public Zoning: R-1, Single Dwelling Unit District Conditional Use Permit Per Section 36-305, the City Council shall not grant a Conditional Use Permit unless it finds that the establishment, maintenance, and operation of the use: 1. Does not have an undue adverse impact on governmental facilities, utilities, services or existing or proposed improvements. The project would not have an adverse impact on the above. Both police and fire would be able to access the site off Benton as they do today, and now off Tracy with the new access point. There would be no change to utilities by the project. The existing utilities are adequate to serve the proposed use. 2. Will generate traffic within the capacity of the streets serving the property. According to the independent traffic study done by Bolton and Menk, the project would not have a significant impact on surrounding neighborhood traffic. The study confirmed a recommended access drive from Tracy Ave. with a stop sign existing the new drive lane onto Tracy Ave. The new driveway from Tracy would only be for buses and staff. Parent drop-offs would continue off Benton Avenue. The south exit onto Tracy Avenue will be a two-way exit. Staff and buses will be able to enter and exit from Tracy Ave. The application would not require larger infrastructure improvements related to the streets around the school. Engineering staff has reviewed the turn movements on Tracy Avenue and feel there would be adequate sight lines. Staff believes the timing of student crossings compared to staff entering and exiting the site will be different and thus not create additional issues for crossing of Tracy. Staff feels there STAFF REPORT Page 3 is adequate sight lines of the crosswalk today. The project would not change those sightlines. The school may also consider crossing guards to assist with crossings. 3. Does not have an undue adverse impact on the public health, safety, or welfare. Staff does not believe the project would have an adverse impact on public health, safety, or welfare. The separation of buses and parent drop off should improve on-site safety. Engineering staff does not believe any roadway improvements would be necessary. 4. Will not impede the normal and orderly development and improvement of other property in the vicinity. The proposed improvements would not impede development in the area. 5. Conforms to the applicable restrictions and special conditions of the district in which it is located as imposed by this Section. The proposed project meets all city code provisions. Schools and expansion parking lots are conditionally permitted uses within the R-1 Zoning District. 6. Is consistent with the Comprehensive Plan. As mentioned previously, building and parking lot expansions are a conditionally permitted use within the R-1 zoning district. The proposed use is consistent with the Comprehensive Plan. Landscaping New landscaping is proposed along Tracy Avenue to help screen the expanded parking area. (See attached landscape plan) Additionally, there is an accessory building that would be relocated as part of the parking expansion. Holmstrup Arborvitae would be planted around the building similar to those planted currently. Staff would recommend additional evergreen plantings along Benton and Tracy to fill in the gaps to provide better screening of the parking lots for residents across the street from the school. The city forester has reviewed the proposed landscape plan. A landscape plan would need to be submitted as part of the grading permit, subject to approval of the city forester. Grading/Drainage/Utilities The city engineer has reviewed the proposed plans and found them to be acceptable. Any approvals of this project would be subject to review and approval of the Minnehaha Creek Watershed Districts, as they are the City’s review authority over the grading of the site. Lighting The parking lots would be required to meet all minimum standards for lighting as follows: STAFF REPORT Page 4 “All exterior lighting and illuminating devices shall be provided with lenses, reflectors or shades so as to concentrate illumination on the property of the owner or operator of the lighting or illuminating devices. Rays of light or illumination shall not pass beyond the property lines of the premises utilizing the lights or illumination at an intensity greater than 0.5 footcandle measured at property lines abutting property zoned residential and one footcandle measured at property lines abutting streets or property zoned nonresidential. No light source, lamp or luminaire shall be directed beyond the boundaries of the lighted or illuminated premises.” A lighting plan has been submitted and demonstrates the foot candle power generated from the lights, would meet city code requirement. Compliance Table City Standard Proposed Front/parking – Benton Avenue Side Street/parking – Tracy Ave. Side Street/parking – Stuart Ave. Side – South/building Side – West/building Front – North/building Front – East/building 20 feet 20 feet 20 feet 50 feet 50 feet 50 feet 50 feet 20 feet (existing) 38 feet 20 feet (existing) 100+ feet (existing) 100+ feet (existing) 57 feet (existing) 140 feet Parking Stalls 78 126 PRIMARY ISSUES/STAFF RECOMMENDATION Primary Issue  Is the Conditional Use Permit (CUP) criteria met? Yes, staff believes the criteria is met. 1. The proposal meets the Conditional Use Permit findings. As demonstrated on pages 2-3 of this report, the findings for a conditional use permit would be met. STAFF REPORT Page 5 2. The proposal meets all minimum Zoning Ordinance standards. All setback requirements and lighting standards would be met. 3. The proposal would improve traffic and circulation on the site. The number of parking stalls remains in compliance the Zoning Ordinance. The new driveway would only be for buses and staff. Parent drop-offs would continue off Benton Avenue. Staff and buses will be able to enter and exit from both Tracy Ave and Countryside Rd. Engineering staff has reviewed the left-hand turn movements on Tracy Avenue and feel there would be adequate sight lines. Staff believes the timing of student crossings compared to staff entering and exiting the site will be different and thus not create additional issues for crossing of Tracy. If the project is implemented, city staff can monitor the number of crossings of Tracy at the crosswalk to determine if pedestrian flashers are warranted to add extra notification of crossings. Staff believes there is adequate sight lines of the crosswalk today. The project would not change those sightlines. The school may also consider crossing guards to assist with crossings. 4. The plan includes landscaping and trees planted along Tracy Avenue and around the re- located maintenance building to provide partial screening. Staff does recommend additional plantings along Tracy and Benton to provide additional screening of the parking lot. Staff Recommendation Recommend that the City Council approve the Conditional Use Permit to expand the parking area for Countryside School at 5701 Benton Avenue. Approval is based on the following findings: 1. The proposal meets the Conditional Use Permit conditions per Chapter 36 Sec. 36-305 of the Edina Zoning Ordinance. 2. The proposal meets all applicable Zoning Ordinance requirements. 3. The proposed project meets all city code provisions and is consistent with the Comprehensive Plan. Public schools and associated parking lots are a conditionally permitted use within the R-1 Zoning District. Approval is subject to the following conditions: 1. The site must be developed and maintained in conformance with the following plans:  Site plan date stamped May 22, 2022.  Plan modifications dated May 27, 2022.  Lighting photometric May 22, 2022.  Grading and drainage plan date stamped May 22, 2022.  Landscaping plan date stamped May 22, 2022 STAFF REPORT Page 6  Geometric plan date stamped May 22, 2022  Utility and erosion control plan date stamped May 22, 2022. 2. A building and grading permit is required for the improvements. 3. A lighting plan, landscape plan and grading plan must be submitted, and meet all minimum zoning ordinance requirements. 4. Submit a copy of the Nine Mile Creek Watershed District permit. The city may require revisions to the approved plans to meet the district’s requirements. 5. Additional evergreens along Benton and Tracy must be planted to fill in the gaps of existing and proposed landscaping to provide better screening of the parking lots for residents across the street from the school. Final Landscape Plan and additional screening is subject to review and approval of the city forester prior to issuance of a building permit. Deadline for a city decision: July 30 , 2022 DATE: 6/13/2022 TO: 5701 Benton Ave, Countryside Elementary, Development Team CC: Cary Teague – Community Development Director FROM: Mattias Oddsson, Engineering Intern Zuleyka Marquez, PE, Graduate Engineer RE: 5701 Benton Ave – Conditional Use Permit Review The Engineering Department has reviewed the subject property for pedestrian facilities, utility connections, grading, flood risk, and storm water. Plans reviewed included c ivil, landscape, and survey drawings stamped 5/27/2022. Review Comment Required For General 1. Deliver as -built records of public and private utility infrastructure post construction. Certificate of Occupancy 2. Maintenance of sidewalks to be responsibility of property owner. 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 Living Streets 4. Design sidewalks to meet ADA requirements. Grading/Building Permit 5. Pedestrian crosswalk required at new driveway apron at Tracy Ave and Countryside Rd. If damaged during construction, applicant required to install new thermoplastic crosswalk blocks per Cit standard. Traffic and Street 6. Review fire access requirements with fire department. Fire truck turning template attached. Grading/Building Permit 7. A new driveway entrance is proposed along Tracy Ave, near Countryside Rd. Apply for a Public Works commercial curb cut permit. Grading/Building Permit 8. Tracy Avenue was reconstructed in 2016, and Benton Avenue was reconstructed in 2015. Avoid any damage. Damage to be repaired per standard plates 540 and 542. Certificate of Occupancy 9. Coordinate with Engineering Department if changes to on -street parking restrictions along Tracy Avenue are anticipated. Certificate of Occupancy Sanitary and Water Utilities 10. Verify fire demand and hydrant locations. Grading/Building Permit 11. Domestic water shall be sized by the developer’s engineer. Grading/Building Permit 12. Domestic sanitary shall be sized by the developer’s engineer. Grading/Building Permit 13. Apply for a sewer & water connection permit with Public Works. Prior to Starting Utility Work 13.1 Meter required for building service line and combined lines. No meter required for fire only service line. Grading/Building Permit 13.2 Public Works to determine acceptable installation methods. Grading/Building Permit 14. Disconnected sanitary and water services to be capped at main. 15. 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 16. Single connection from main for fire and domestic, split after main connection. Grading/Building Permit 17. Wells not likely onsite. Notify City and MDH if well is located onsite during the course of the work. Certificate of Occupancy Storm Water Utility 18. Provide final geotechnical report with soil borings. Grading/Building Permit 19. Local 1% annual chance floodplain with an elevation of 911.8’ located in north parking. Avoid fill. Provide net cut/fill calculations below 911.8’. Grading/Building Permit 20. Provide the proposed lowest opening elevations for the new structures. Required at no less than 913.8’. Grading/Building Permit 21. Add rip rap at outlet for new dry basin or extend to pond to avoid erosion. 22. Provide hydraulic and hydrologic report meeting watershed and state construction site permit requirements. Grading/Building Permit 23. Submit watershed district permit and copies of private maintenance agreement in favor of watershed. Grading/Building Permit Grading Erosion and Sediment Control 24. A SWPPP consistent with the State General Construction Site Stormwater Permit is required. Grading/Building Permit Constructability and Safety 25. Construction staging, traffic control, and pedestrian access plans will be required. Grading/Building Permit Other Agency Coordination 26. MDH, MPCA and MCES permits required as needed. Grading/Building Permit 27. Coordinate relocation of utility pole and fiber as needed for playground and curb cut construction. 28. Minnehaha Creek Watershed District permit is required. Grading/Building Permit Sustainability 29. Consider installation of electric vehicle chargers for a minimum of 5% of additional proposed parking and wiring an additional 10% for EV conversion in the future. General Comment 30. See Sustainable Design Questionnaire for additional considerations, including: • Utilize Xcel Energy’s Energy Design Assistance or Energy Efficient Buildings, and/or CenterPoint Energy’s Builder and Developer programs f or this development to optimize building performance. • Install appliances and equipment that are Energy Star or EPA WaterSense certified. • Consider rooftop solar. Use UMN’s Solar Suitability map to assess solar opportunity, and the National Renewable Energy Lab’s calculator to assess solar production. General Comment Survey Responses 30 January 2019 - 23 June 2022 Public Hearing Comments-Countryside Better Together Edina Project: Public Hearing: 5701 Benton Ave., Countryside Elementary VISITORS 6 CONTRIBUTORS 3 RESPONSES 3 1 Registered 0 Unverified 2 Anonymous 1 Registered 0 Unverified 2 Anonymous Respondent No:1 Login:Anonymous Email:n/a Responded At:Jun 22, 2022 15:02:51 pm Last Seen:Jun 22, 2022 15:02:51 pm IP Address:n/a Q1.First and Last Name Jerry Groven Q2.Address 5716 Benton Ave Q3.Comment I have a couple of comments/questions and concerns: 1.) The map above is missing two crosswalks that are currently installed and important to the pedestrians in the neighborhood. First one crossing Stuart Ave at the intersection of Benton Ave. The second one crossing Benton at Stuart Ave. 2.) I believe that Benton ave. on the North side of the road from Stuart avenue to Tracy avenue should have a sidewalk to bring the pedestrians on North side of Benton to the intersection of Benton and Stuart ave to access Countryside Elementary. 3.) Questions about flow of dotted blue line on map above. I think it will work as shown, I just would like clarification on the flow. If you follow the dotted blue line for drop off/pickup it shows coming down Stuart going South, going in front of the school, then leaving East on Benton. That sounds good. Is that to mean parents will not be going West down Benton to turn left on Stuart to access the line? Would the parking lot be 'blocked' so parents can't bypass the traffic flow and turn left into the parking lot then exit on Stuart? Respondent No:2 Login:Liz Olson Email:lkolson@EdinaMN.gov Responded At:Jun 23, 2022 08:40:41 am Last Seen:Jun 24, 2022 19:34:31 pm IP Address:156.142.13.110 Q1.First and Last Name City of Edina Planning Staff Q2.Address 4801 50th St. W., Edina, MN Q3.Comment Mr. Jerry Groven, Responses to your questions are below: 1. The two crosswalks at Stuart and Benton will remain. They were not shown because they were not in the project limits. 2. A sidewalk along the north side of Benton Ave between Stuart and Tracy is outside the project limits. Sidewalk discussions along roadways should be discussed with City’s Engineering Department. FYI - that location is not on the Bike and Pedestrian Master Plan. 3. Parents will be able to go west down Benton or south on Stuart to access the parking lot from the west. How the school will control traffic on the east end of the parking lot is a question for the school district. We believe they will not allow entering on the east end of the parking lot. If you have additional questions, please use the Questions tab (located to the right side of the public hearing comment tab in Better Together Edina). Please call the Planning Division at 952-826-0369 for help. Respondent No:3 Login:Anonymous Email:n/a Responded At:Jun 23, 2022 08:52:33 am Last Seen:Jun 23, 2022 08:52:33 am IP Address:n/a Q1.First and Last Name Leffert Tigelaar and Barbara Kyle Q2.Address 5816 Stuart Avenue, Edina MN 55436 Q3.Comment We have lived at 5816 Stuart Avenue (at cul-de-sac just west of Countryside Elementary parking lot) since 1995. We have made many improvements to our property throughout our time here and have seen many changes at Countryside during that time too. A month, or so, ago we were made aware that the school is planning to redefine their curriculum and that infrastructure changes were being planned to accommodate the additional student load associated with that and to improve student safety. We initially scanned the documents that were submitted and were able to discuss these plans with the architects, civil engineer, principal, and the facilities manager for Edina Public Schools and we expressed a few concerns. It appears that most of our concerns have been considered, but not all have been fully addressed. The proposed curriculum changes and proposed expansion of the facilities, student body will increase associated traffic around the school and on feeder roads to the immediate area. It is very difficult to understand why Countryside Elementary is thought to be the best school to expand given how highly reliant it is on a few residential streets (Benton and Stuart and Grove) and feeder streets deep into the neighborhood to provide access to the school. Residents on Benton, Stuart and Grove are pretty much stuck on their properties during drop-off and pick up times. Separating bus and automobile traffic in this proposal is a sound idea that will improve student safety around the school and we are in support of that goal, though below we outline a few concerns about the proposed plans for implementation: 1) Lighting levels on the west side of the Stuart Ave right-of-way, all other neighboring right-of-way the levels read as 0.0, just in front of our home the highest reading is .9 in the public right-of- way. There are also above “zero” readings on Benton Avenue, just east of the Benton Stuart Avenue. Just east of the higher reading on Stuart Avenue, the highest light levels on the entire school property can be found. A 2.6 reading being the highest number. There currently is significant glare which, in addition to school signage “one way” in the public right-of-way (just south of our driveway) gives the impression that the public right-of-way is school district property. We want to make sure that the school district and their consultants working on the planning of changes understand that the cul-de-sac in front of our home is public-right-of-way and we expect that the planning and building department will enforce zoning/building code adherence for this. 2) It is not clear from the documentation how the school district would meet screening requirements of parking lots from residential properties. a. We would like to see a serious good faith effort by the school district to plan, install and properly maintain code required screening of parking lots (as a minimum) . b. Up to this date, the burden of light pollution has been extreme for the residential properties facing the parking lot on Benton and Stuart Avenue. With the expansion of the school parking infrastructure, we insist that there is a good faith effort made to screen this proposed enlarged visual, light polluting, nuisance and that the city enforces codes related to that. 3) It appears that the “Not for Construction” Site Plan by Wold has addressed our concern about the contiguous width of the two driveways to the parking lot and drop of from the Stuart Avenue “cul-de-sac”, by pulling the berm between the driveways forward toward the curb creating two curb cuts that meet code. Unfortunately, this change is not represented on the Site Diagrams included in the “Countryside Plans and renderings” package, which we suspect is a document coordination oversight. Ed ina, Hennep in, MetroG IS | © WSB & Asso ciates 2013 , © WSB & Associate s2013 Country side Sc hool - 5701 Benton June 23, 2022 1 in = 752 f t / Ed ina, Hennep in, MetroG IS, Edin a, Henn epin , MetroGIS | © WSB & Associates2013, Henn epin County, Edin a, © WSB & Associa tes 2013 Country side Sc hool - 5701 Benton June 23, 2022 1 in = 376 f t / Ed ina, Hennep in, MetroG IS, Edin a, Henn epin , MetroGIS | © WSB & Associates2013, Henn epin County, Edin a, © WSB & Associa tes 2013 Country side Sc hool - 5701 Benton June 23, 2022 1 in = 188 f t / Ed ina, Hennep in, MetroG IS | © WSB & Asso ciates 2013 , © WSB & Associate s2013 Zoning Map Lege nd June 23, 2022 1 in = 752 f t / L _ I BENTON AVE • • \\\\/ R \\\\\\ • •• BENTON AVE LEGEND: MAIN ENTRANCE 4%. • • ,!!:.,! 3AV idf108EIV PEDESTRIANS PEDESTRIANS BUS ROUTE PARENT DROP OFF/ PICK UP TRAFFIC NEW CLASSROOM ADDITIONS HOW THE PLAN ADDRESSES THE ISSUES: STUDENTS DROPPED OFF BY PARENTS WILL NOW HAVE DIRECT ACCESS TO AN ADJACENT SIDEWALK THE PARENT PICK UP/DROP OFF LOOP AND THE BUS PICK UP/DROP OFF LOOP ARE NOW ENTIRELY SEPERATED, ALLOWING TRAFFIC ON THE SITE TO FLOW, AND PEDESTRIANS AT THE CROSSWALK A SAFE CROSSING 0 SCHOOL BUSES AND PARENTS WILL NOW HAVE SEPERATE ACCESS TO THE SITE 0 PARENTS WILL STILL DROP OFF AND PICK UP THEIR STUDENTS ON THE NORTH END OF THE SCHOOL, BUT THEY WILL NOW HAVE DIRECT ACCESS TO THE SIDEWALK. THIS REMOVES STUDENT DROP OFF FROM BENTON AVE. AND BRINGS STUDENTS AND PARENTS DIRECTLY TO THE SCHOOLS FRONT ENTRY STUDENTS RIDING THE BUS WILL STILL BE DROPPED OFF AND PICKED UP WITH DIRECT ACCESS TO THE SIDEWALK REMOVED STAIR ELIMINATES A ROUTE THAT STUDENTS AND PARENTS WOULD USE AS ANOTHER DROP OFF AND PEDESTRIANS ROUTE, FURTHER SIMPLIFFYING TRAFFIC FLOW 0 NEW STOP SIGN, RIGHT AND LEFT TURN EXIT LANES BUS ENTRANCE NEW HARDPLAY AND PLAYGROUND EXTENTS PLANNING pFeN CITY OF MAY (;.'; 1 COUNTRYSIDE RD !,‘ ' - -7 3 • BENTON AVE ............................ - • .............. .... 1:011"47 741 iT-C3li [Ai:1446 Fr BENTON AVE LEGEND: PEDESTRIANS BUS ROUTE > PARENT DROP OFF/ PICK UP TRAFFIC NEW CLASSROOM ADDITIONS CURRENT SITE CONDITIONS: STUDENTS GETTING DROPPED OFF CROSS THE BUS DROP OFF LOOP AND BUS TRAFFIC BUS EXIT, PARENT PICK UP/DROP OFF, AND PEDESTRIAN CROSSING LOOPS OVERLAP, CAUSING DELAYS, BACKUPS, AND AN UN-SAFE PEDESTRIAN CROSSWALK BUSES AND PARENTS CURRENTLY USE THE SAME ROADD TO ENTER AND EXIT THE SCHOOL'S PARKING LOTS, CREATING DISORGANIZED TRAFFIC FLOW AND BACKUPS ONTO SURROUNDING NEIGHBORHOOD STREETS c,ITY OF EDINA PARENTS DROP STUDENTS OFF ACROSS THE STREET FROM THE SCHOOL, PEDESTRIANS HAVE TO CROSS CAR TRAFFIC MAY 97 2022 COUNTRYSIDE RD PARENTS DROP STUDENTS OFF IN A PARKING LOT, WITHOUT DIRECT ACCESS TO A SIDEWALK PLANNING DEPARTMEN1 COPING TO MATCH EXISTING GLAZING BRICK TO MATCH EXISTING 1 1 „ 111 1 1 =111 11 —1 II III II I-1 I 1— I I I —1 I I —I I 1 LINK SOUTH ELEVATION 1/16" = l'-O" 0 12' 24' I -Tr--Iminiffiffi=1Ln —I I I—I I I.-1 I I-1 I I—I I I SPED EAST ELEVATION 1/16" = 0 12' 24' ISD #273 2023 COUNTRYSIDE & CONCORD ELEMENTARY ADDITIONS May 27, 2022 COPING TO MATCH EXISTING STUCCO OVERHANG LOUVERS BRICK TO MATCH EXISTING GLAZING STUCCO 1 —1 I I-111 III III III III III III III III 1 1 1-1 1 I —I I CLASSROOM SOUTH ELEVATION 1/16" = 0 12' 24' 5 KEY PLAN EXISTING ELEVATION CONTINUES EXISTING I NEW PRECAST SILLS GLAZING STUCCO TO COPING TO MATCH EXISTING LOUVERS LOUVERS ] MATCH EXISTING LOUVERS STUCCO OVERHANG PRECAST COLUMN CAP BRICK TO MATCH EXISTING BRICK FINS TO MATCH EXISTING 1r -i i-111 I Ili II 111 III 111 111 III III III III —111-111-1 1 I -111-111 II I—I 1 1-1 1 I —I I 1-1 I I11 I-1 1 I —I 1 1-1 1 1-1 1 I -1 I 1-1 1 I —I I I —I 1 1-1 1 1 CLASSROOM WEST ELEVATION 1/16" = 1'-0" 0 12' 24' PRECAST SILLS 1 11 I II I 1 111 11 111- 111 111 III III II I—I I COPING TO MATCH EXISTING GLAZING BRICK TO MATCH EXISTING LOUVERS BRICK PLANTER LINK NORTH ELEVATION 1/16" = 1,-0" 0 12' 24' 2 COPING TO MATCH EXISTING CITY OF EDINA PLANNING DEPARTMENT GLAZING PRECAST SILLS 7 BRICK TO MATCH EXISTING 7 EXISTING ELEVATION CONTINUES NEW I EXISTING PRECAST SILLS EXISTING ELEVATION CONTINUES EXISTING I NEW NEW I EXISTING COPING TO MATCH EXISTING BRICK TO MATCH COPING TO MATCH EXISTING EXISTING 1/16" = 1,-0" 0 12' 24' BRICK TO MATCH EXISTING 111--111-=1:11_=111=-111E1111-_-111-111_111_111_111 I 111 III III MULTI-PURPOSE WEST ELEVATION 7 MULTI-PURPOSE SOUTH ELEVATION 1/16" = 1,-0" 0 12' 24' I-11 1_1 1 1 1 1 I-11 1_1 1 1 I 1 1 1 1_1 1 1 1 I I= 5/26/2022 3:55:53 PM BIM 360://2023 Countryside Elementary Addition/222005 Countryside Addition _ 2021 Centralist BIM 360://2023 Countryside Elementary Addition/222005 Countryside Addition _2021 Centralist COUNTRYSIDE NEW BUILDING ELEVATIONS CUP CS A2.1 Comm No: 222005/222026 1=ErulhAIMM5..!1 a, EMO ETGr- oocnocnom„,„ orm 00 V 0 ,00000oc47 vr,00.1.o% MAIN ENTRY OFFCE cuSSROOm CLASSROOM 11 E CLASSROOM O IMSEROARTEN 0 30' 60' (.') ,3 MAIN LEVEL FLOOR PLAN 1" = 40'-0" 0 30' 60' CUSSRCOm -> .1,11Rom UMP STORXECH E EV 570INAECM 0 • • KNOERCARTEN 'LOCKE STOR s s , VS>, •-k • 0 _L • • • f""" STOR CUSTOOML J II ¶Pt ¢a Fad CAFETERM KmDERCARTEN VAV E KITCHEN CALM ROO VAV 4 CITY OF EDINA PLANNING DEPARTMENT Yk, dfiAr6"4 ISD #273 2023 COUNTRYSIDE & CONCORD ELEMENTARY ADDITIONS May 27, 2022 UPPER LEVEL FLOOR PLAN 1" = 40'-0" 5/26/2022 3:55:50 PM BIM 360://2023 Countryside Elementary Addition/222005 Countryside Addition _ 2021 Central.M BIM 360://2023 Countryside Elementary Addition/222005 Countryside Addition _2021 Central.M COUNTRYSIDE UPPER & LOWER FLOOR PLANS CUP CS A1.1 Comm No: 222005/222026 BOLTON & MENK Real People. Real Solutions. Traffic Impact Study Countryside Elementary Parking and Drive Addition Edina, MN 5/26/2022 CITY OF EDINA MAY 2 7 2022 PLANNING DEPARTMENT Submitted by: Bolton & Menk, Inc. 12224 Nicollet Ave Burnsville, MN P: 952-890-0509 F: 952-890-8065 Certification Traffic Impact Study for Countryside Elementary Parking and Drive Addition Edina, MN BMI Project No. — OV1.124646 May 26, 2022 I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. Lim 5-26-22 Casey M Ke,Gcher Date License Number 58170 MY LICENSE RENEWAL DATE IS JUNE 1, 2022 Introduction The Edina Countryside Elementary School is in the process of planning a parking lot expansion, access drive addition and building expansion. The goal of the project is to improve traffic circulation in the school parking lots during school drop off and pickup hours as well as separate bus traffic and car rider traffic. A previous high level traffic review, Traffic Review of Edina Countryside Elementary Parking and Drive Addition Memo dated August 19, 2021, was completed. The purpose of this study is to further evaluate the need for a northbound left turn lane at the intersection of Tracy Avenue and Benton Avenue, determine impacts to the existing surrounding roadway network and identify potential mitigation solutions. Study Area The Edina Countryside Elementary School is located southwest of the Benton Avenue and Tracy Avenue intersection. This intersection and five other intersections within proximity to the school will be studied: • Tracy Avenue/Benton Avenue • Tracy Avenue/Existing Edina Countryside Elementary Entrance • Tracy Avenue/Countryside Road/New Parking Lot Entrance • Tracy Avenue/Grove Street (2 intersections) • Grove Street/Stuart Avenue The Edina Countryside Elementary School currently has an enrollment of approximately 600 students. 400 ride the bus and the remaining 200 are vehicle riders or pedestrians. The school hours are from 7:55 am to 2:25 pm. The school staff and volunteers total approximately 110 vehicles per day, which does not occur simultaneously with school peak hour traffic. Tracy Avenue is classified as a major collector with a 25 mile per hour speed limit and a 15 mile per hour school speed zone adjacent to the school property. It is a two-lane roadway with bike lanes and curb and gutter along both sides. As part of this traffic study, 24 hour Turning movement Counts for the study intersections were collected on March 29th, 2022. The AM Peak Hour and PM Peak Hours for the elementary school traffic were determined to be 7:15-8:15 am and 1:45-2:45 pm, respectively. See Appendix A for the traffic count information. I _ ,11.., , 1,_•-•1 " ----..-h-J r'i t , .— .4c'ectlse-Ea,guarncirt. ' __. . , . gen ili , ,, .24 0 ) FS, ( Ilt kJ .• --erl----,,,,,st 'lir 1 I ) n I 'r . 4 '''' SI -bilr"11 'W. - ' 41 ..re li."W'llr. ..4, ,141, 10 ta„, i4 ...Gr''... , S,:s, 0 1 ..k kip r k .4 , ' .. Yi mr _ I . -41 ' 4 , A. • ) ii••:_•44"'"irr ma ti----A-- al: 4 Ill Amill* 1 . r 4 WI.? i ' esc. - rAig!I -. Vi Amy.fcr —1 - atmii Or .. 'it ,I.,,mift•ciriktt 4 I ,I:Aim lip ...p-L1.--. .41.--7-...;•o ‘ g .' 8 Tp" * ..° • LI • b Li 1. C 1 lf 1 A.A1 3g t I. 4?) ' .14 • 1,- 0, _ 11 . Z' 4 , .1: •4.4 ' r s - .1" 1 .,..." -F • eif4K.' 8 . • ,I• • Vi . I' •t••• • it . ^ri • • • ' t' J. - - 1 \ V.f I 7 • ^ 40- 4e.`2 - ja :;#4 14 am 6 01P•O'N. VtiC'cler° tf4 'P.,' • 04 "". -IA 4 1 doo617" Cantrysick Rd - co,Asido Fie — vs • irPOP--7 • L . 4 41 N4/ • b • J1 t o ss t .::;*4 • `1i!„ I 4i 0 Study Intersections Figure 1: Study Area Crash Analysis Five years of crash data, January 1, 2016, to December 31, 2021, was obtained from MNDOT to analyze historic crash data and identify existing safety deficiencies. The study area experienced 3 total crashes. All the crashes were property damage only. Only one crash occurred during the school drop off and pickup peak hours, and no crashes involved pedestrians. School Drop off and Pickup Students are dropped off and picked up at multiple locations inside and outside of the school parking lot. One crash occurred during school drop-off (7AM) and was located along Benton Avenue outside of the school parking lot. This property damage only crash occurred while one vehicle was stopped as student was being dropped off and another vehicle drove by and collided with the stopped vehicle's open door. Tracy Ave & Benton Ave Two crashes occurred at Tracy Avenue and Benton Avenue after school hours. Tracy Avenue and Benton Avenue is a four-way stop with the Eastbound and Westbound legs offset from each other. Both crashes involved two vehicles entering the intersection at the same time and were property damage only crashes. The observed total crash rate for this intersection for the five-year period is 0.49 per MEV which is 53% below the critical rate. See Appendix B for the Crash Analysis Green Sheet. Proposed Site Improvements Review Proposed improvements to the Edina Countryside Elementary School include expansion of the existing parking lot adjacent to Tracy Avenue, new full access driveway at the intersection of Tracy Avenue and Countryside Road and building additions to increase student capacity. Figure 2 below is the proposed site improvement plan dated 10-12-2021. Figure 2: Proposed Site Plan Forecasting Average daily traffic projections for 2043 conditions were developed using historic traffic growth. MNDOT historic traffic data revealed a 1% growth rate of traffic on Tracy Avenue south of Countryside Rd, 0.5% growth rate of traffic on Benton Avenue east of Tracy Avenue, and 0.5% growth rate of traffic on Tracy Avenue north of W Grove St. This compares to the Hennepin County Comprehensive Plan, which projects 1% population growth for Edina over the next 20 years. Building expansion to the Countryside Elementary School is estimated to add capacity of 199 students and 20 staff. Of the additional 199 students, 65% were assumed to take the bus and 35% were assumed to be dropped off and picked up via vehicle. This is according to the existing split of student transport that was provided by the school. With this assumption, 129 students take the bus which would be 4 additional buses, and 70 students would be car riders. Traffic Modeling The operational analysis results are described as a Level of Service (LOS) ranging from A to F. These letters serve to describe a range of operating conditions for different types of facilities. Levels of Service are calculated based on the Highway Capacity Manual 6th edition, which defines the level of service, based on control delay. Control delay is the delay experienced by vehicles slowing down as they are approaching the intersection, the wait time at the intersection, and the time for the vehicle to speed up through the intersection and enter the traffic stream. The average intersection control delay is a volume-weighted average of delay experienced by all motorists entering the intersection on all intersection approaches. The control delay is modeled within the analysis software, Traffic ware Synchro. Level of Service D or higher is commonly taken as acceptable design year LOS. The LOS and its associated intersection delay for a signalized and unsignalized intersection is presented below. The delay threshold for unsignalized intersections is lower for each LOS compared to signalized intersections, which accounts for the fact that people expect a higher quality of service when at a stop-controlled intersection. Table 1: Level of Service Criteria Signalized Intersection Unsignalized Intersection LOS Control Delay per Vehicle (sec.) Control Delay per Vehicle (sec.) A < 10 < 10 B >10 and 20 >10 and 15 C >20 and 35 >15 and 5_25 D >35 and ._. 55 >25 and 35 E >55 and 80 >35 and 50 F >80 >50 If v/c>1.0, LOS will be equal to F regardless of the delay value. Three Scenarios were analyzed to determine traffic impacts on the transportation system. The scenarios analyzed were: • Existing Conditions (2022) • Opening Day Build (2023) • Future Year Build (2043) Existing Conditions The existing conditions were analyzed using the existing roadway configuration and collected traffic count data to determine if there are existing traffic concerns. This analysis shows that all study intersections are operating at LOS A in both the AM and PM Peak hours (7:15-8:15 AM and 1:45-2:45 PM). The northbound movement at Tracy Avenue and Benton Avenue experiences a delay of 5 sec/vehicle in the AM peak hour and 4 sec/vehicle in the PM peak hour. Table 2 and Table 3 show the delay, level of service and queue for all the study intersections. Table 2: 2022 Existing Conditions AM Peak School Peak Traffic Delay (secheht Traffic Delay (secheh), Intersection Control Approach Movement (Delay - LOS) Approach (Delay - LOS) Intersection (Delay - LOS) Movement (Delay - LOS) Approach (Delay - LOS) Intersection (Delay - LOS) L T R L T R E Grove St & Tracy Ave Stop WB 6-A 5 - A 6-A 0-A 4 - A 3 - A 4 - A 0-A NB 0 - A 0 - A 0 - A 0-A 0 - A 0 - A SB 3 - A 0 - A - 1 - A 0 - A 0 - A Tracy Ave & W Grove St Stop EB 6-A 0 - A 3 - A 5 - A 2-A 6 - A 4 - A 5 - A 1 - A NB 4 - A 2 - A 3 - A 3 - A 1-A 2 - A SB 0 - A 0-A 0-A 0-A 0-A 0 - A Tracy Ave & Benton Ave Stop EB 9 - A 6 - A 7 - A 8-A 6-A 5 - A 2-A 3 - A 4 - A 4 - A WB 9 - A 9 - A 8-A 9-A 6 - A 6-A 3 - A 5 - A NB 5 - A 4 - A 4 - A 5 - A 4 - A 3 - A 3 - A 4 - A SB 7 - A 7 - A 4 - A 7 - A 5 - A 6-A 3 - A 6 - A Tracy Ave & Countryside Rd Stop WB 7 - A 3 - A 6-A 1 - A 6 - A 3 - A 5 - A 1 - A NB 0 - A 0 - A 0 - A 0-A 0-A 0 - A SB 4 - A 2 - A 3 - A 3 - A 1-A 2 - A Stuart Ave & W Grove St Stop EB 0 - A 0 - A 0-A 2-A 0 - A 0-A 0 - A 1 - A WB 3 - A 1-A 3 - A 2 - A 0-A 1 - A NB 4 - A 0 - A 3 - A 2 - A 4 - A 0-A 3 - A 3 - A School Entrance & Benton Ave Stop EB 1 - A 0-A 1-A 2 - A 0 - A 0 - A 0 - A 2 - A WB 3 - A 1-A 3 - A 2 - A 1-A 2 - A NB 4 - A 0 - A 3 - A 3 - A 3 - A 0 - A 2-A 2 - A Table 3: 2022 Existing Queuing AM Peak School Peak Traffic Queuing (feet) Traffic Queuing (feet) Intersection Control Approach Left Turn Through Right Turn Left Turn Through Right Turn Avg Max Avg Max Avg Max Avg Max Avg Max Avg Max E Grove St & Tracy Ave Stop WB 25 SO 25 50 25 50 25 50 NB SB 25 25 25 25 Tracy Ave & W Grove St Stop EB 25 SO 25 50 25 75 25 75 NB 25 75 25 75 25 50 25 50 SB 0 25 0 25 0 25 0 25 Tracy Ave & Benton Ave Stop EB 50 175 50 175 SO 175 50 100 50 100 50 100 WB 50 100 50 100 50 100 50 75 50 75 50 75 NB 50 100 50 100 50 100 50 100 50 100 50 100 SB 50 75 50 75 SO 75 50 75 50 75 50 75 Tracy Ave & Countryside Rd Stop WB 25 50 25 50 25 75 25 75 NB SB 25 50 25 50 25 25 25 25 Stuart Ave & W Grove St Stop EB 0 25 0 25 WB 25 75 25 75 0 25 0 25 NB 25 50 25 50 25 75 25 75 School Entrance & Benton Ave Stop EB WB 25 50 25 50 25 50 25 50 NB 50 100 50 100 50 75 50 75 Opening Day Build (2023) The Opening Day condition analyzed the proposed Countryside Elementary Parking and Drive Addition site layout (Figure 2) with the additional traffic generated from the expansion. The northbound movement at the Tracy Avenue and Benton Avenue intersection experiences a delay of 8 sec/vehicle in the AM peak hour and 6 sec/vehicle in the PM peak hour. Table 4 and Table 5 shows the delay, level of service and queue for all the study intersections. In the AM Peak hour, the northbound movement at Tracy Ave and Benton Ave experiences an average queue of 75ft which is about 3 cars, and a maximum queue of 175ft which is about 7 cars. In the PM Peak hour, the northbound movement at Tracy Ave and Benton Ave experiences an average queue of 50ft which is about 2 cars, and a maximum queue of 100ft which is about 4 cars. Table 4: 2023 Build Conditions AM Peak PM Peak Traffic Delay (sec/veh) Traffic Delay (sec/veh) Approach (Delay - LOS) Intersection (Delay - LOS) Intersection Control Approach Movement (Delay - LOS) Approach (Delay - LOS) Intersection (Delay - LOS) Movement (Delay -LOS) L T R L T R E Grove St & Tracy Ave Stop WB 7-A 4 - A 7 - A 0 - A 4 - A 4 - A 4-A 0 - A NB 0 - A 0-A 0 - A 0 - A 0-A 0 - A SB 3 - A 0 - A 1 - A 0 - A 0 - A Tracy Ave & W Grove St Stop EB 8 - A 0-A 4 - A 6-A 2 - A 6-A 0-A 3 - A 4 - A 1 - A NB 4 - A 2-A 3 - A 3 - A 1 - A 2 - A SB 0 - A 0 - A 0-A 0 - A 0 - A 0 - A Tracy Ave & Benton Ave Stop EB 9 - A 8 - A 8 - A 9-A 8-A 6-A 4 - A 4 - A 5 - A 5 - A WB 11-8 12-B 10-B 11 - B 6-A 7 - A 3 - A 6-A NB 8-A 7 - A 7 - A 8 - A 4-A 4 - A 4 - A 4-A SB 9 - A 8 - A 7 - A 8 - A 5 - A 6-A 3 - A 6-A Tracy Ave & SE Entrance/Countryside Rd Stop EB 9-A 4 - A 9 - A 2 - A 8 - A 3 - A 6-A 1 - A WB 7-A 4 - A 6 - A 7 - A 4 - A 6-A NB 2-A 1 - A 1 - A 2 - A 2 - A 0-A 0-A 1-A SB 4-A 2 - A 3 - A 3 - A 3 - A 1 - A 2-A 2 - A Stuart Ave & W Grove St Stop EB 0 - A 0 - A 0 - A 2 - A 0 - A 0 - A 0 - A 1 - A WB 3-A 0 - A 3 - A 2 - A 0 - A 2 - A NB 5 - A 0-A 3 - A 4 - A 5 - A 0 - A 3 - A 4 - A School Exit & Benton Ave Stop EB 1 - A 1 - A 3 - A 0 - A 0-A 3 - A WB 1-A 1 - A 1 - A 1 - A NB 8 - A 4 - A 7 - A 8-A 6-A 5 - A 5 - A 6-A Table 5: 2023 Build Queuing AM Peak PM Peak Traffic Queuing (feet) Traffic Queuing (feet) Intersection Control Approach Left Turn Through Right Turn Left Turn Through Right Turn Avg Max Avg Max Avg Max Avg Max Avg Max Avg Max E Grove St & Tracy Ave Stop WB 25 50 25 50 25 50 - 25 50 NB SB 0 25 0 25 Tracy Ave & W Grove St Stop EB 25 75 25 75 25 50 25 50 NB 25 75 25 75 25 50 25 50 SB Tracy Ave & Benton Ave Stop EB 50 150 50 150 50 150 50 100 50 100 50 100 WB 50 125 50 125 50 125 50 75 50 75 50 75 NB 75 175 75 175 75 175 50 1(X) 50 100 50 100 SB 75 150 75 150 75 150 50 75 50 75 50 75 Tracy Ave & SE Entrance/Countryside Rd Sto p EB 25 100 25 100 25 100 25 100 25 100 25 100 WB 25 50 25 50 25 50 25 75 25 75 25 75 NB 25 50 25 50 25 50 25 75 25 75 25 75 SB 25 50 25 50 25 50 25 50 25 50 25 50 Stuart Ave & W Grove St Stop EB 0 25 0 25 WB 25 50 25 50 25 50 25 50 NB 25 75 25 75 25 75 25 75 School Exit & Benton Ave Stop EB - WB NB 75 150 - - 75 150 50 125 50 125 Future Build (2043) The 2043 build condition analyzed the proposed Countryside Elementary Parking and Drive Addition site layout (Figure 2), additional traffic generated from the expansion, and the forecasted background traffic growth. The northbound movement experiences a delay of 7 sec/vehicle in the AM peak hour and 6 sec/vehicle in the PM peak hours. Table 6 and Table 7 shows the delay, level of service and queue for all the study intersections. In the AM Peak hour, the northbound movement at Tracy Ave and Benton Ave experiences an average queue of 75ft which is about 3 cars, and a maximum queue of I75ft which is about 7 cars. In the PM Peak hour, the northbound movement at Tracy Ave and Benton Ave experiences an average queue of 50ft which is about 2 cars, and a maximum queue of 100ft which is about 4 cars. Table 6: 2043 Build Conditions AM Peak PM Peak Traffic Delay (sec/veh) Traffic Delay (sec/veh) Intersection Control Approach Movement (Delay - LOS) Approach (Delay - LOS) Intersection (Delay - LOS) Movement (Delay - LOS) Approach (Delay - LOS) Intersection L T R L (Delay - LOS) T R E Grove St & Tracy Ave Stop WB 8 - A 4-A 8 - A 0-A 6 - A 5 - A 3 - A 0 - A NB 0- A 0 - A 0 - A 0 - A 0 - A SB 2-A 0 0 i A A 1 - A 0- A 0-A Tracy Ave & W Grove St Stop EB 7 - A 0 - A 4 - A 5 - A 2 - A 6 - A 0-A 3 - A 5-A NB 4 - A 2 - A 3 - A 3 - A 1 - A 1 - A 2-A SB 0 - A 0-A 0-A 0-A 0 - A 0 - A Tracy Ave & Benton Ave Stop EB 9-A 9 - A 8-A 9-A 8-A 6 - A 4 - A 4 - A S-A 5 - A WB 12-B 11-8 9-A 11 - B 6-A 7 - A 4 - A 6-A NB 8 - A 6 - A 7 - A 7 - A 5 - A 4 - A 4 - A 5 - A SB 8-A 7 - A 5 - A 7-A 6 - A 6-A 4 - A 6-A Tracy Ave & SE Entrance/Countryside Rd Stop WB 8 - A 4 - A 7-A 2-A 8 - A 3 - A 7-A 1 - A NB 1 - A 1-A 0-A 1 - A 1 - A 1 - A 1 - A 1 - A SB 5 - A 2 - A 3 - A 3 - A 5-A 1 - A 3 - A 2-A Stuart Ave & W Grove St Stop EB 0 - A 0-A 0-A 2 - A 0-A 0-A 0-A 1 - A WB 3 - A 1 - A 3 - A 2 - A 0 - A 1 - A NB 5 - A 0 - A 3 - A 4 - A 4 - A 3 - A 0-A 4 - A School Exit & Benton Ave Stop EB 1 - A 1-A 3-A 0-A 0-A WB 1 - A 1-A 1-A 3-A 1-A NB 7 - A 4-A 6 - A 7 - A 6-A 6 - A 1 - A 5 - A Table 7: 2043 Build Queuing AM Peak PM Peak Traffic Queuing (feet) Traffic Queuing (feet) Intersection Control Approach Left Turn Through Right Turn Left Turn Through Right Turn Avg Max Avg Max Avg Max Avg Max Avg Max Avg Max E Grove St & Tracy Ave Stop WB 25 50 25 50 25 50 25 50 NB SB 0 25 0 25 Tracy Ave & W Grove St Stop EB 50 75 50 75 25 50 25 50 NB 25 75 25 75 25 50 25 50 SR 0 25 0 25 Tracy Ave & Benton Ave Stop EB 75 150 75 150 75 150 50 100 50 100 50 100 WB 50 125 50 125 50 125 50 75 50 75 50 75 NB 75 175 75 175 75 175 50 100 50 100 50 100 SB 50 100 50 100 50 100 50 100 50 100 50 100 Tracy Ave & SE Entrance/Countryside Rd Stop EB 25 75 25 75 25 75 50 100 50 100 50 100 WB 25 50 25 50 25 50 25 75 25 75 25 75 NB 25 100 25 100 25 100 25 75 25 75 25 75 SB 25 75 25 75 25 75 25 50 25 50 25 50 Stuart Ave & W Grove St Stop EB 0 25 0 2S WB 25 75 25 75 25 25 25 25 NB 25 75 25 75 25 75 2S 75 School Exit & Benton Ave Stop EB WB NB 50 125 50 125 50 100 50 100 Table 4.3. Minimum Recommended Sight Distances Based on Vehicle Maneuver Vehicle Speed (mph) Stopping Sight Distance for Left-Turn Maneuver (feet) Stopping Sight Distance for Crossover and Right-Turn Maneuvers (feet) 15 170 145 20 225 195 1 25 280 240 1 30 335 290 35 390 335 40 445 385 45 5(X) 430 50 555 480 55 610 530 :0 N cc (.5 rossover Maneuver J Left Turn Maneuver < Major Street Tracy Avenue 1— > Right Turn Maneuver Stop Recommendations Based on traffic modeling results, the proposed Countryside Elementary improvements have minimal impact on the adjacent roadway network. The additional entrance shifts bus traffic from the Tracy Avenue and Benton Avenue intersection. The school drop off and the adjacent roadway morning peak hour coincide resulting in the greatest congestion during this 7 am to 8 am time period. • No turn lane improvements are recommended. • The additional full access entrance proposed on Tracy Avenue and the Countryside Road intersection is located at the bottom of a vertical curve, recommended to provide minimum 280 feet sight distance per Table 8 from the AASHTO Green Book - A Policy on Geometric Design of Highways and Streets. On-street parking and landscaping must be located outside the sight triangle at this new entrance location. Table 8: AASHTO Minimum Recommended Sight Distance Figure 3: Maneuvers at Stop Control Intersection Appendix A: Traffic Counts Bolton & MenKr I nc Turning Movement Counts File Name : E Grove and Tracy 24 hr 2022-03-29 Site Code :00000000 :;rove St and Tracy Ave Start Date : 3/29/2022 Edina, MN Page No :1 Groups Printed- Cars + - Trucks Start Time Right Thru Tracy Ave From North Left Peds App. Total Right Thru Grove St From East Left Peds App. Total Right Thru Tracy Ave From South Left Peds App. Total Right From West Thru Left Peds App. Total Int. Total 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 12:30 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2 Total 0 1 0 0 1 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 6 01:00 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 01:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 01:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 03:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 04:00 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 04:15 AM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2 04:30 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 04:45 AM 0 0 0 0 0 0 0 1 0 1 0 1 0 0 1 0 0 0 0 0 2 Total 0 2 0 0 2 0 0 1 0 1 0 3 0 0 3 0 0 0 0 0 6 05:00 AM 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 05:15 AM 0 0 0 0 0 0 0 0 1 1 0 1 0 0 1 0 0 0 0 0 2 05:30 AM 0 3 0 0 3 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 4 05:45 AM 0 4 0 0 4 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 5 Total 0 11 0 0 11 0 0 1 1 2 1 1 0 0 2 0 0 0 0 0 15 06:00 AM 0 3 0 0 3 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 7 06:15 AM 0 5 0 0 5 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 8 06:30 AM 0 8 0 0 8 0 0 0 1 1 0 6 0 0 6 0 0 0 0 0 15 06:45 AM 0 3 0 0 3 0 0 0 1 1 0 11 0 0 11 0 0 0 0 0 15 Total 0 19 0 0 19 0 0 0 2 2 0 24 0 0 24 0 0 0 0 0 45 Bolton & Menkr nc Turning Movement Counts File Name : E Grove and Tracy 24 hr 2022-03-29 Site Code :00000000 3 rove St and Tracy Ave Start Date : 3/29/2022 Edina, MN Page No :2 Groups Printed- Cars + - Trucks Start Time Right Thru Tracy Ave From North Left Peds App. Total Right Thru Grove St From East Left Peds App. Total Right Thru Tracy Ave From South Left Peds App. Total Right From West Thru Left Peds App. Total Int. Total 07:00 AM 0 22 0 0 22 0 0 1 0 1 0 10 0 0 10 0 0 0 0 0 33 07:15 AM 0 33 0 0 33 1 0 0 1 2 0 27 0 0 27 0 0 0 0 0 62 07:30 AM 0 71 2 0 73 2 0 8 9 19 0 57 0 0 57 0 0 0 0 0 149 07:45 AM 0 42 0 0 42 1 0 2 1 4 1 63 0 0 64 0 0 0 0 0 110 Total 0 168 2 0 170 4 0 11 11 26 1 157 0 0 158 0 0 0 0 0 354 08:00 AM 0 34 0 0 34 0 0 2 0 2 0 26 0 0 26 0 0 0 0 0 62 08:15 AM 0 23 1 0 24 0 0 1 0 1 0 26 0 0 26 0 0 0 0 0 51 08:30 AM 0 21 1 0 22 2 0 2 0 4 0 24 0 0 24 0 0 0 0 0 50 08:45 AM 0 34 1 0 35 0 0 0 1 1 0 21 0 0 21 0 0 0 0 0 57 Total 0 112 3 0 115 2 0 5 1 8 0 97 0 0 97 0 0 0 0 0 220 09:00 AM 0 31 1 0 32 1 0 3 0 4 1 46 0 0 47 0 0 0 0 0 83 09:15 AM 0 21 0 0 21 0 0 0 1 1 2 36 0 0 38 0 0 0 0 0 60 09:30 AM 0 12 0 0 12 1 0 2 2 5 0 12 0 0 12 0 0 0 0 0 29 09:45 AM 0 16 0 0 16 1 0 4 1 6 1 20 0 0 21 0 0 0 0 0 43 Total 0 80 1 0 81 3 0 9 4 16 4 114 0 0 118 0 0 0 0 0 215 10:00 AM 0 15 0 0 15 0 0 0 0 0 1 16 0 0 17 0 0 0 0 0 32 10:15 AM 0 11 0 0 11 0 0 0 0 0 2 15 0 0 17 0 0 0 0 0 28 10:30 AM 0 17 0 0 17 0 0 0 1 1 2 17 0 0 19 0 0 0 0 0 37 10:45 AM 0 9 1 0 10 0 0 0 0 0 0 13 0 0 13 0 0 0 0 0 23 Total 0 52 1 0 53 0 0 0 1 1 5 61 0 0 66 0 0 0 0 0 120 11:00 AM 0 11 0 0 11 0 0 1 1 2 1 17 0 0 18 0 0 0 0 0 31 11:15 AM 0 10 0 0 10 0 0 0 0 0 0 21 0 0 21 0 0 0 0 0 31 11:30 AM 0 17 0 0 17 0 0 2 2 4 1 22 0 0 23 0 0 0 0 0 44 11:45 AM 0 21 0 0 21 0 0 1 0 1 1 18 0 0 19 0 0 0 0 0 41 Total 0 59 0 0 59 0 0 4 3 7 3 78 0 0 81 0 0 0 0 0 147 12:00 PM 0 18 0 0 18 0 0 2 0 2 0 27 0 0 27 0 0 0 0 0 47 12:15 PM 0 4 0 0 4 0 0 0 2 2 0 27 0 0 27 0 0 0 0 0 33 12:30 PM 0 19 0 0 19 0 0 0 0 0 1 22 0 0 23 0 0 0 0 0 42 12:45 PM 0 34 0 0 34 0 0 2 1 3 1 28 0 0 29 0 0 0 0 0 66 Total 0 75 0 0 75 0 0 4 3 7 2 104 0 0 106 0 0 0 0 0 188 01:00 PM 0 29 1 0 30 0 0 0 0 0 0 42 0 0 42 0 0 0 0 0 72 01:15 PM 0 24 0 0 24 0 0 2 0 2 0 25 0 0 25 0 0 0 0 0 51 01:30 PM 0 23 1 0 24 0 0 0 1 1 1 19 0 0 20 0 0 0 0 0 45 01:45 PM 0 22 0 0 22 0 0 2 0 2 0 19 0 0 19 0 0 0 0 0 43 Total 0 98 2 0 100 0 0 4 1 5 1 105 0 0 106 0 0 0 0 0 211 Bolton & Menkr I nc Turning Movement Counts File Name : E Grove and Tracy 24 hr 2022-03-29 Site Code :00000000 grove St and Tracy Ave Start Date : 3/29/2022 Edina, MN Page No :3 Groups Printed- Cars + - Trucks Start Time Right Thru Tracy Ave From North Left Peds App. Total Right Thru Grove St From East Left Peds App. Total Right Thru Tracy Ave From South Left Peds App. Total Right From West Thru Left Peds App. Total Int. Total 02:00 PM 0 22 0 0 22 0 0 1 0 1 0 27 0 0 27 0 0 0 0 0 50 02:15 PM 0 37 0 0 37 1 0 2 3 6 0 43 0 0 43 0 0 0 0 0 86 02:30 PM 0 43 0 0 43 2 0 0 1 3 1 44 0 0 45 0 0 0 0 0 91 02:45 PM 0 23 0 0 23 1 0 1 2 4 2 23 0 0 25 0 0 0 0 0 52 Total 0 125 0 0 125 4 0 4 6 14 3 137 0 0 140 0 0 0 0 0 279 03:00 PM 0 18 1 0 19 0 0 2 2 4 0 19 0 0 19 0 0 0 0 0 42 03:15 PM 0 28 0 0 28 0 0 1 1 2 0 46 0 0 46 0 0 0 0 0 76 03:30 PM 0 37 1 0 38 0 0 1 0 1 1 52 0 0 53 0 0 0 0 0 92 03:45 PM 0 35 0 0 35 0 0 6 1 7 2 31 0 0 33 0 0 0 0 0 75 Total 0 118 2 0 120 0 0 10 4 14 3 148 0 0 151 0 0 0 0 0 285 04:00 PM 0 34 0 0 34 1 0 1 1 3 2 34 0 0 36 0 0 0 0 0 73 04:15 PM 0 31 1 0 32 0 0 0 0 0 1 63 0 0 64 0 0 0 0 0 96 04:30 PM 0 27 0 0 27 1 0 1 0 2 2 49 0 0 51 0 0 0 0 0 80 04:45 PM 0 39 0 0 39 1 0 1 0 2 2 40 0 0 42 0 0 0 0 0 83 Total 0 131 1 0 132 3 0 3 1 7 7 186 0 0 193 0 0 0 0 0 332 05:00 PM 0 34 0 0 34 0 0 1 1 2 4 51 0 0 55 0 0 0 0 0 91 05:15 PM 0 20 0 0 20 0 0 4 0 4 1 44 0 0 45 0 0 0 0 0 69 05:30 PM 0 35 1 0 36 0 0 2 2 4 4 32 0 0 36 0 0 0 0 0 76 05:45 PM 0 24 0 0 24 0 0 0 1 1 0 30 0 0 30 0 0 0 0 0 55 Total 0 113 1 0 114 0 0 7 4 11 9 157 0 0 166 0 0 0 0 0 291 06:00 PM 0 14 0 0 14 0 0 2 0 2 0 34 0 0 34 0 0 0 0 0 50 06:15 PM 0 20 0 0 20 0 0 0 0 0 0 24 0 0 24 0 0 0 0 0 44 06:30 PM 0 15 0 0 15 0 0 1 2 3 0 24 0 0 24 0 0 0 0 0 42 06:45 PM 0 12 0 0 12 0 0 0 0 0 0 10 0 0 10 0 0 0 0 0 22 Total 0 61 0 0 61 0 0 3 2 5 0 92 0 0 92 0 0 0 0 0 158 07:00 PM 0 13 0 0 13 0 0 0 0 0 0 11 0 0 11 0 0 0 0 0 24 07:15 PM 0 16 0 0 16 0 0 0 0 0 1 13 0 0 14 0 0 0 0 0 30 07:30 PM 0 9 0 0 9 1 0 0 2 3 1 10 0 0 11 0 0 0 0 0 23 07:45 PM 0 11 0 0 11 0 0 0 0 0 0 14 0 0 14 0 0 0 0 0 25 Total 0 49 0 0 49 1 0 0 2 3 2 48 0 0 50 0 0 0 0 0 102 08:00 PM 0 9 0 0 9 0 0 1 0 1 3 9 0 0 12 0 0 0 0 0 22 08:15 PM 0 11 0 0 11 2 0 1 0 3 1 12 0 0 13 0 0 0 0 0 27 08:30 PM 0 11 0 0 11 0 0 3 0 3 0 6 0 0 6 0 0 0 0 0 20 08:45 PM 0 10 0 0 10 3 0 1 0 4 3 1 0 0 4 0 0 0 0 0 18 Total 0 41 0 0 41 5 0 6 0 11 7 28 0 0 35 0 0 0 0 0 87 = = Bolton & MenIcr nc Turning Movement Counts File Name : E Grove and Tracy 24 hr 2022-03-29 Site Code :00000000 3rove St and Tracy Ave Start Date : 3/29/2022 Edina, MN Page No :4 Tracy Ave From North Grove St From East Tracy Ave From South App. Total Thru From West Int. Total Start Time Right Thru Left Peds App. Total Right Thru Left Peds 1 App. Total Right I Thru Left 1 Peds Right Left Peds I App. Total 09:00 PM 0 5 0 0 5 3 0 0 0 3 0 10 0 0 10 0 0 0 0 0 18 09:15 PMI 09:30 PM 0 0 4 7 0 0 0 0 4 7 1 0 0 0 0 0 0 o 1 o 0 0 6 4 0 0 0 0 6 0 4 0 0 0 0 0 0 0 0 0 11 11 09:45 PM 0 2 0 0 2 0 0 0 0 5 0 0 5 0 0 0 0 0 7 Total 0 18 0 0 18 4 0 0 0 4 0 25 0 0 25 0 0 0 0 0 47 10:00 PM 0 0 1 0 1 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 4 10:15 PM 0 4 0 0 4 0 0 0 0 0 1 3 0 0 4 0 0 0 0 0 8 10:30 PM 0 2 0 0 2 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 6 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 6 1 0 7 0 0 0 0 0 1 10 0 0 11 0 0 0 0 0 18 11:00 PM 11:15 PM 11:30 PM 0 0 0 3 0 2 0 0 0 0 0 0 3 0 0 0 2 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 2 0 0 0 0 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 1 3 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 5 0 0 5 0 0 1 0 0 1 2 0 0 3 0 0 0 0 0 9 Grand Total Apprch % 0 0 1347 99 14 1 0 0 1361 26 17.9 0 0 73 50.3 46 31.7 145 50 3.1 1582 96.9 0 0 0 0 1632 0 0 0 0 0 0 0 0 0 3138 Total % 0 42.9 0.4 0 43.4 0.8 26 0 2.3 1.5 4.6 1.6 50.4 0 0 52 0 0 0 0 0 0 Cars + 0 1314 14 0 1328 0 73 46 145 50 1536 0 0 1586 0 0 0 0 3059 % Cars + 0 97.6 100 0 97.6 100 0 100 100 100 100 97.1 0 0 97.2 0 0 0 0 0 97.5 Trucks 0 33 0 0 33 0 0 0 0 0 46 0 0 46 0 0 0 0 0 79 % Trucks 0 2.4 0 0 2.4 0 0 0 0 0 0 2.9 0 0 2.8 0 0 0 0 0 2.5 Groups Printed- Cars + - Trucks Tracy Ave Out In Total 1562 1328 2890 46 33 79 1608 1361 2969 O 1314 14 0 O 33 0 0 O 1347 14 0 Right Thru Left Peds 1 ► Left Thru Right Peds 0 1536 50 0 0 46 0 0 0 1582 50 0 1387 1586 2973 33 46 79 1420 1632 3052 Out In Total Tram/ AVP •?: IC)) 0 6' 0) a) 5. 0 I> North 3/29/2022 12:00 AM „ 0 3/29/2022 11:45 PM < 4, 4, co Ct O • C..) 0 Cc) Cars + Trucks o o o 0 0 0 a) 000 0 CD 0 -C ► o o o .- _0 o o '5 0 o o O -0 a) -0 rs, o " o r) a) o CO 0 CO — Ln 0) 0 0) Bolton & Menkr I nc Turning Movement Counts 3rove St and Tracy Ave Edina, MN File Name : E Grove and Tracy 24 hr 2022-03-29 Site Code : 00000000 Start Date : 3/29/2022 Page No : 5 Bolton & Menkr I tic Turning Movement Counts File Name : E Grove and Tracy 24 hr 2022-03-29 Site Code :00000000 grove St and Tracy Ave Start Date : 3/29/2022 Edina, MN Page No :6 Tracy Ave From North Start Time Right Thru Left Peds App. Total Peak Hour Analysis From 12:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM Right Thru Grove St From East Left Peds App. Total Right Thru Tracy Ave From South Left Peds App. Total Right From West Thru Left Peds App. Total Int. Total 07:15 AM 0 33 0 0 33 1 0 0 1 2 0 27 0 0 27 0 0 0 0 0 62 07:30 AM 0 71 2 0 73 2 0 8 9 19 0 57 0 0 57 0 0 0 0 0 149 07:45 AM 0 42 0 0 42 1 0 2 1 4 1 63 0 0 64 0 0 0 0 0 110 08:00 AM 0 34 0 34 0 0 2 0 2 0 26 0 0 26 0 0 0 0 0 62 Total Volume 0 180 2 182 4 0 12 11 27 1 173 0 0 174 0 0 0 0 0 383 oio App. Total 0 __ 98.9 1.1 0 14.8 0 44.4 40.7 0.6 99.4 0 0 0 0 0 0 PHF .000 .634 .250 .000 .623 .500 .000 .375 .306 .355 .250 .687 .000 .000 .680 .000 .000 .000 .000 .000 .643 Cars + 0 170 2 0 172 4 0 12 11 27 1 158 0 0 159 0 0 0 0 0 358 % Cars + 0 94.4 100 0 94.5 100 0 100 100 100 100 91.3 0 0 91.4 0 0 0 0 0 93.5 Trucks 0 10 0 0 10 0 0 0 0 0 0 15 0 0 15 0 0 0 0 0 25 0/0 Trucks 0 5.6 0 0 5.5 0 0 0 0 0 0 8.7 0 0 8.6 0 0 0 0 0 6.5 Peak Hour Analysis From 12:00 PM to 11:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM 0 31 1 0 32 0 0 0 0 0 1 63 0 0 64 0 0 0 0 0 96 04:30 PM 0 27 0 0 27 1 0 1 0 2 2 49 0 0 51 0 0 0 0 0 80 04:45 PM 0 39 0 0 39 1 0 1 0 2 2 40 0 0 42 0 0 0 0 0 83 05:00 PM 0 34 0_ 0 34 0 0 1 1 2 4 51 0 0 55 0 0 0 0 0 91 Total Volume 0 131 1 0 132 2 0 3 1 6 9 203 0 0 212 0 0 0 0 0 350 % App. Total 0 99.2 0.8 0 33.3 0 50 16.7 4.2 95.8 0 0 0 0 0 0 PHF .000 _ .840 .250 .000 .846 .500 .000 .750 .250 .750 .563 .806 .000 .000 .828 .000 .000 .000 .000 .000 .911 Cars + 0 130 1 0 131 2 0 3 1 6 9 196 0 0 205 0 0 0 0 0 342 % Cars + 0 99.2 100 0 99.2 100 0 100 100 100 100 96.6 0 0 96.7 0 0 0 0 0 97.7 Trucks 0 1 0 0 1 0 0 0 0 0 0 7 0 0 7 0 0 0 0 0 8 % Trucks 0 0.8 0 0 0.8 0 0 0 0 0 0 3.4 0 0 3.3 0 0 0 0 0 2.3 Bolton & MenKr nc Turning Movement Counts File Name : w grove and tracy 24 hr 2022-03-29 Site Code : 00000000 N Grove St and Tracy Ave Start Date : 3/29/2022 Edina, MN Page No : 1 Start Time Right _ Thru From North Left Peds From East Right Thru From South Left Peds From West Int. Total App. Total Right Thru Left Peds App. Total App. Total Right Thru Left Peds App. Total 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 12:30 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2 Total 0 1 0 0 1 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 6 01:00 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 01:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 01:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 03:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 04:00 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 04:15 AM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2 04:30 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 04:45 AM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2 Total 0 3 0 0 3 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 6 05:00 AM 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 5 05:15 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 05:30 AM 0 3 0 0 3 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 4 05:45 AM 0 5 0 0 5 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 6 Total 0 12 0 0 12 0 0 0 0 0 0 2 0 0 2 2 0 0 0 2 16 06:00 AM 0 3 0 0 3 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 7 06:15 AM 0 6 0 0 6 0 0 0 0 0 0 2 1 0 3 0 0 1 0 1 10 06:30 AM 0 8 0 0 8 0 0 0 0 0 0 5 0 0 5 0 0 1 0 1 14 06:45 AM 1 2 0 0 3 0 0 0 0 0 0 11 5 0 16 0 0 0 0 0 19 Total 1 19 0 0 20 0 0 0 0 0 0 22 6 0 28 0 0 2 0 2 50 Groups Printed- Cars + - Trucks Bolton & Menkr nc Turning Movement Counts File Name : w grove and tracy 24 hr 2022-03-29 Site Code :00000000 N Grove St and Tracy Ave Start Date : 3/29/2022 Edina, MN Page No :2 Groups Printed- Cars + - Trucks Start Time Right From North Thru Left Peds App. Total Right From East Thru Left Peds App. Total Right From South Thru Left Peds App. Total Right From West Thru Left Peds App. Total Int. Total 07:00 AM 1 22 0 0 23 0 0 0 0 0 0 8 1 0 9 4 0 2 0 6 38 07:15 AM 3 28 0 0 31 0 0 0 0 0 0 26 8 0 34 2 0 2 0 4 69 07:30 AM 26 51 0 0 77 0 0 0 0 0 0 52 22 0 74 2 0 6 0 8 159 07:45 AM 6 42 _0 0 48 0 0 0 0 0 0 59 7 0 66 12 0 4 0 16 130 Total 36 143 0 0 179 0 0 0 0 0 0 145 38 0 183 20 0 14 0 34 396 08:00 AM 1 36 0 0 37 0 0 0 0 0 0 25 8 0 33 2 0 1 0 3 73 08:15 AM 5 19 0 0 24 0 0 0 0 0 0 20 5 0 25 3 0 7 0 10 59 08:30 AM 9 14 0 0 23 0 0 0 0 0 0 20 2 0 22 2 0 3 0 5 50 08:45 AM 11 23 0 0 34 0 0 0 0 0 0 17 24 0 41 5 0 4 0 9 84 Total 26 92 0 0 118 0 0 0 0 0 0 82 39 0 121 12 0 15 0 27 266 09:00 AM 9 25 0 1 35 0 0 0 0 0 0 26 11 0 37 22 0 21 0 43 115 09:15 AM 5 16 0 0 21 0 0 0 0 0 0 33 7 0 40 2 0 6 0 8 69 09:30 AM 0 14 0 1 15 0 0 0 0 0 0 11 4 0 15 2 0 0 0 2 32 09:45 AM 2 18 0 0 20 0 0 0 0 0 0 18 2 0 20 1 0 3 0 4 44 Total 16 73 0 2 91 0 0 0 0 0 0 88 24 0 112 27 0 30 0 57 260 10:00 AM 3 11 0 0 14 0 0 0 0 0 0 14 0 0 14 1 0 2 0 3 31 10:15 AM 0 12 0 0 12 0 0 0 0 0 0 16 3 1 20 1 0 2 0 3 35 10:30 AM 2 15 0 0 17 0 0 0 0 0 0 15 1 0 16 2 0 3 0 5 38 10:45 AM 2 7 0 0 9 0 0 0 0 0 0 7 2 0 9 1 0 6 0 7 25 Total 7 45 0 0 52 0 0 0 0 0 0 52 6 1 59 5 0 13 0 18 129 11:00 AM 2 10 0 0 12 0 0 0 0 0 0 16 0 0 16 1 0 2 0 3 31 11:15 AM 2 8 0 0 10 0 0 0 0 0 0 18 0 0 18 1 0 3 0 4 32 11:30 AM 2 17 0 0 19 0 0 0 0 0 0 22 2 0 24 3 0 2 0 5 48 11:45 AM 6 16 0 0 22 0 0 0 0 0 0 16 2 0 18 7 0 3 0 10 50 Total 12 51 0 0 63 0 0 0 0 0 0 72 4 0 76 12 0 10 0 22 161 12:00 PM 1 19 0 2 22 0 0 0 0 0 0 24 1 0 25 2 0 3 0 5 52 12:15 PM 2 2 0 0 4 0 0 0 0 0 0 25 2 0 27 2 0 2 0 4 35 12:30 PM 3 16 0 1 20 0 0 0 0 0 0 24 3 0 27 1 0 0 0 1 48 12:45 PM 16 20 0 0 36 0 0 0 0 0 0 22 16 0 38 2 0 6 0 8 82 Total 22 57 0 3 82 0 0 0 0 0 0 95 22 0 117 7 0 11 0 18 217 01:00 PM 2 27 0 2 31 0 0 0 0 0 0 24 5 0 29 18 0 18 0 36 96 01:15 PM 2 25 0 0 27 0 0 0 0 0 0 22 0 0 22 3 0 3 0 6 55 01:30 PM 0 12 0 0 12 0 0 0 0 0 0 17 2 0 19 3 0 3 0 6 37 01:45 PM 9 15 0 1 25 0 0 0 0 0 0 19 4 0 23 4 0 1 0 5 53 Total 13 79 0 3 95 0 0 0 0 0 0 82 11 0 93 28 0 25 0 53 241 Bolton & Menkr I nc Turning Movement Counts File Name : w grove and tracy 24 hr 2022-03-29 Site Code :00000000 N Grove St and Tracy Ave Start Date : 3/29/2022 Edina, MN Page No :3 Groups Printed- Cars + - Trucks Start Time Right From North Thru Left Peds App. Total Right From East Thru Left Peds App. Total Right From South Thru Left Peds App. Total Right From West Thru Left Peds App. Total Int. Total 02:00 PM 4 20 0 0 24 0 0 0 0 0 0 21 16 2 39 2 0 4 0 6 69 02:15 PM 10 29 0 0 39 0 0 0 0 0 0 36 7 0 43 5 0 7 0 12 94 02:30 PM 5 37 0 0 42 0 0 0 0 0 0 38 8 0 46 7 0 4 0 11 99 02:45 PM 4 20 0 0 24 0 0 0 0 0 0 20 0 0 20 2 0 5 1 8 52 Total 23 106 0 0 129 0 0 0 0 0 0 115 31 2 148 16 0 20 1 37 314 03:00 PM 0 20 0 0 20 0 0 0 0 0 0 18 5 0 23 4 0 1 0 5 48 03:15 PM 3 26 0 1 30 0 0 0 0 0 0 45 6 0 51 2 0 1 0 3 84 03:30 PM 5 33 0 0 38 0 0 0 0 0 0 50 3 0 53 3 0 3 0 6 97 03:45 PM 1 40 0 1 42 0 0 0 0 0 0 32 1 0 33 2 0 1 0 3 78 Total 9 119 0 2 130 0 0 0 0 0 0 145 15 0 160 11 0 6 0 17 307 04:00 PM 2 33 0 0 35 0 0 0 0 0 0 35 1 0 36 3 0 1 0 4 75 04:15 PM 3 28 0 0 31 0 0 0 0 0 0 61 2 0 63 6 0 3 0 9 103 04:30 PM 2 26 0 0 28 0 0 0 0 0 0 50 3 0 53 5 0 1 0 6 87 04:45 PM _ 2 38 0 0 40 0 0 0 0 0 0 41 4 0 45 1 0 2 0 3 88 Total 9 125 0 0 134 0 0 0 0 0 0 187 10 0 197 15 0 7 0 22 353 05:00 PM 3 33 0 0 36 0 0 0 0 0 0 50 1 0 51 4 0 5 0 9 96 05:15 PM 2 21 0 0 23 0 0 0 0 0 0 41 1 0 42 1 0 5 0 6 71 05:30 PM 8 29 0 0 37 0 0 0 0 0 0 31 2 0 33 1 0 4 0 5 75 05:45 PM 6 18 0 0 24 0 0 0 0 0 0 29 3 0 32 3 0 1 0 4 60 Total 19 101 0 0 120 0 0 0 0 0 0 151 7 0 158 9 0 15 0 24 302 06:00 PM 3 13 0 0 16 0 0 0 0 0 0 32 3 0 35 1 0 3 0 4 55 06:15 PM 3 17 0 0 20 0 0 0 0 0 0 20 3 0 23 5 0 2 0 7 50 06:30 PM 1 14 0 0 15 0 0 0 0 0 0 24 2 0 26 1 0 1 0 2 43 06:45 PM 2 10 0 0 12 0 0 0 0 0 0 11 2 0 13 1 0 0 0 1 26 Total 9 54 0 0 63 0 0 0 0 0 0 87 10 0 97 8 0 6 0 14 174 07:00 PM 4 9 0 0 13 0 0 0 0 0 0 10 3 0 13 1 0 3 0 4 30 07:15 PM 2 14 0 0 16 0 0 0 0 0 0 12 0 0 12 0 0 2 0 2 30 07:30 PM 1 8 0 0 9 0 0 0 0 0 0 11 1 0 12 0 0 0 0 0 21 07:45 PM 3_ 8 _0 0 11 0 0 0 0 0 0 13 5 0 18 0 0 1 0 1 30 Total 10 39 0 0 49 0 0 0 0 0 0 46 9 0 55 1 0 6 0 7 111 08:00 PM 2 8 0 0 10 0 0 0 0 0 0 9 2 0 11 4 0 3 0 7 28 08:15 PM 0 12 0 0 12 0 0 0 0 0 0 13 4 0 17 1 0 0 0 1 30 08:30 PM 0 6 0 0 6 0 0 0 0 0 0 11 0 0 11 0 0 0 0 0 17 08:45 PM 0 11 0 0 11 0 0 0 0 0 0 4 1 0 5 1 0 0 0 1 17 Total 2 37 0 0 39 0 0 0 0 0 0 37 7 0 44 6 0 3 0 9 92 Bolton & Menkr I ric Turning Movement Counts File Name : w grove and tracy 24 hr 2022-03-29 Site Code :00000000 N Grove St and Tracy Ave Start Date : 3/29/2022 Edina, MN Page No :4 Groups Printed- Cars + - Trucks Start Time Right Thru From North _ Left Peds App. Total Right From East Thru Left Peds App. Total Right From South Thru Left Peds App. Total Right From West Thru Left Peds App. Total Int. Total 09:00 PM 0 5 0 0 5 0 0 0 0 0 0 9 3 0 12 1 0 1 0 2 19 09:15 PM 2 2 0 0 4 0 0 0 0 0 0 7 1 0 8 0 0 0 0 0 12 09:30 PM 4 3 0 0 7 0 0 0 0 0 0 4 0 0 4 1 0 0 0 1 12 09:45 PM 0 2 0 0 2 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 7 Total 6 12 0 0 18 0 0 0 0 0 0 25 4 0 29 2 0 1 0 3 50 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 4 1 0 5 0 0 0 0 0 5 10:15 PM 2 2 0 0 4 0 0 0 0 0 0 3 0 0 3 0 0 1 0 1 8 10:30 PM 1 1 0 0 2 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 6 10:45 PM 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 3 3 0 0 6 0 0 0 0 0 0 11 1 0 12 0 0 1 0 1 19 11:00 PM 0 3 0 0 3 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 5 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 0 0 0 0 0 2 11:30 PM 0 3 0 0 3 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 4 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 6 0 0 6 0 0 0 0 0 0 3 2 0 5 0 0 0 0 0 11 Grand Total 223 1180 0 10 1413 0 0 0 0 0 0 1455 246 3 1704 181 0 185 1 367 3484 Apprch % 15.8 83.5 0 0.7 0 0 0 0 0 85.4 14.4 0.2 49.3 0 50.4 0.3 Total % 6.4 33.9 0 0.3 40.6 0 0 0 0 0 0 41.8 7.1 0.1 48.9 5.2 0 5.3 0 10.5 Cars + 215 1157 0 10 1382 0 0 0 0 0 0 1413 230 3 1646 179 0 184 1 364 3392 % Cars + 96.4 98.1 0 100 97.8 0 0 0 0 0 0 97.1 93.5 100 96.6 98.9 0 99.5 100 99.2 97.4 Trucks 8 23 0 0 31 0 0 0 0 0 0 42 16 0 58 2 0 1 0 3 92 % Trucks 3.6 1.9 0 0 2.2 0 0 0 0 0 0 2.9 6.5 0 3.4 1.1 0 0.5 0 0.8 2.6 O 0 0 00 0 Out In Total 1597 1382 2979 43 31 74 1640 1413 3053 215 1157 0 10 8 23 0 0 223 1180 0 10 Right Thru Left Peds Left Thru Right Peds 230 1413 0 3 16 42 0, 0 246 1455 0 3 1336 1646 2982 25 58 83 1361 1704 3065 Out In Total 0 0 0 = -C ► 1— CD CV N. CO -C cr 0 -5 Cr N CD 0 a) North 3/29/2022 12:00 AM 3/29/2022 11:45 PM Cars + Trucks '4' CO CO E m CO 7° o§ — 0 co J 0 0 •?:0 1 0 0 0 0 0 0 O 00 0 0 -o 0. Bolton & Menkr I nc Turning Movement Counts N Grove St and Tracy Ave Edina, MN File Name : w grove and tracy 24 hr 2022-03-29 Site Code : 00000000 Start Date : 3/29/2022 Page No : 5 Bolton & MenIcr I nc Turning Movement Counts File Name : w grove and tracy 24 hr 2022-03-29 Site Code :00000000 N Grove St and Tracy Ave Start Date : 3/29/2022 Edina, MN Page No :6 From North Start Time Right Thru Left Peds App. Total eak Hour Analysis From 12:00 AM to 12:00 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM Right From East Thru Left Peds App. Total Right From South Thru Left Peds From West Int. Total App. Total Right Thru Left Peds App. Total 07:15 AM 3 28 0 0 31 0 0 0 0 0 0 26 8 0 34 2 0 2 0 4 69 07:30 AM 26 51 0 0 77 0 0 0 0 0 0 52 22 0 74 2 0 6 0 8 159 07:45 AM 6 42 0 0 48 0 0 0 0 0 0 59 7 0 66 12 0 4 0 16 130 08:00 AM 1 36 0 0 37 0 0 0 0 0 0 25 8 0 33 2 0 1 0 3 73 Total Volume 36 157 0 0 193 0 0 0 0 0 0 162 45 0 207 18 0 13 0 31 431 % App. Total 18.7 81.3 0 0 0 0 0 0 0 78.3 21.7 0 58.1 0 41.9 0 PHF .346 .770 .000 .000 .627 .000 .000 .000 .000 .000 .000 .686 .511 .000 .699 .375 .000 .542 .000 .484 .678 Cars + 32 153 0 0 185 0 0 0 0 0 0 147 39 0 186 18 0 13 0 31 402 % Cars + 88.9 97.5 0 0 95.9 0 0 0 0 0 0 90.7 86.7 0 89.9 100 0 100 0 100 93.3 Trucks 4 4 0 0 8 0 0 0 0 0 0 15 6 0 21 0 0 0 0 0 29 % Trucks 11.1 2.5 00 4.1 0 0 0 0 0 0 9.3 13.3 0 10.1 0 0 0 0 0 6.7 Peak Hour Analysis From 12:15 PM to 11:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM 3 28 0 0 31 0 0 0 0 0 0 61 2 0 63 6 0 3 0 9 103 04:30 PM 2 26 0 0 28 0 0 0 0 0 0 50 3 0 53 5 0 1 0 6 87 04:45 PM 2 38 0 0 40 0 0 0 0 0 0 41 4 0 45 1 0 2 0 3 88 05:00 PM 3 33 o_ 0 36 0 0 0 0 0 0 50 1 0 51 4 0 5 0 9 96 Total Volume 10 125 0 0 135 0 0 0 0 0 0 202 10 0 212 16 0 11 0 27 374 % App. Total 7.4 92.6 0 0 0 0 0 0 0 95.3 4.7 0 59.3 0 40.7 0 PHF .833 .822 .000 .000 .844 .000 .000 .000 .000 .000 .000 .828 .625 .000 .841 .667 .000 .550 .000 .750 .908 Cars + 10 124 0 0 134 0 0 0 0 0 0 195 10 0 205 15 0 11 0 26 365 % Cars + 100 99.2 0 0 99.3 0 0 0 0 0 0 96.5 100 0 96.7 93.8 0 100 0 96.3 97.6 Trucks 0 1 0 0 1 0 0 0 0 0 0 7 0 0 7 1 0 0 0 1 9 "Y. Trucks 0 0.8 0 0 0.7 0 0 0 0 0 0 3.5 0 0 3.3 6.3 0 0 0 3.7 2.4 Bolton & Menkr nc Turning Movement Counts File Name : Benton and Tracy 24 hr 2022-03-29 Site Code :00000000 Benton Ave and Tracy Ave Start Date : 3/29/2022 Edina, MN Page No : 1 Groups Printed- Cars + - Trucks Start Time Right From North Thru Left Peds App. Total Right From East Thru Left Peds App. Total Right From South Thru Left Peds App. Total Right From West Thru Left Peds App. Total Int. Total 12:00 AM 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 12:30 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 12:45 AM 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2 Total 0 1 0 0 1 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 6 01:00 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 01:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 01:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 02:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 02:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 AM 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 1 0 0 1 2 03:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 03:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 04:00 AM 0 1 0 0 1 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 2 04:15 AM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2 04:30 AM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 2 0 0 0 0 0 2 04:45 AM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2 Total 0 3 0 0 3 0 0 0 0 0 2 3 0 0 5 0 0 0 0 0 8 05:00 AM 0 4 1 0 5 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 6 05:15 AM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 2 0 0 0 0 0 2 05:30 AM 0 3 0 0 3 0 0 0 1 1 0 1 0 0 1 0 0 0 0 0 5 05:45 AM 1 4 1 0 6 0 0 4 0 4 0 0 0 0 0 0 2 0 0 2 12 Total 1 11 2 0 14 0 0 5 1 6 1 2 0 0 3 0 2 0 0 2 25 06:00 AM 0 3 0 0 3 0 1 2 0 3 1 4 1 0 6 0 0 0 0 0 12 06:15 AM 0 5 1 0 6 0 0 3 0 3 1 3 0 0 4 0 0 0 0 0 13 06:30 AM 1 5 1 0 7 0 1 7 2 10 4 6 3 0 13 1 0 0 0 1 31 06:45 AM 1 1 0 0 2 0 0 2 2 4 5 15 8 1 29 0 0 1 0 1 36 Total 2 14 2 0 18 0 2 14 4 20 11 28 12 1 52 1 0 1 0 2 92 Bolton & Menkr I ne Turning Movement Counts File Name : Benton and Tracy 24 hr 2022-03-29 Site Code :00000000 Benton Ave and Tracy Ave Start Date : 3/29/2022 Edina, MN Page No :2 Groups Printed- Cars + - Trucks Start Time Right From North Thru Left Peds App. Total Right _ From East Thru Left Peds App. Total Right From South Thru Left Peds App. Total Right From West Thru Left Peds App. Total Int. Total 07:00 AM 10 11 5 1 27 2 2 0 0 4 7 8 12 0 27 1 0 0 0 1 59 07:15 AM 11 20 0 0 31 3 4 4 1 12 7 27 19 0 53 4 1 4 0 9 105 07:30 AM 20 31 3 1 55 12 8 20 9 49 10 35 22 10 77 30 19 26 0 75 256 07:45 AM 6 42 6 0 54 8 5 28 3 44 11 30 10 3 54 38 10 27 0 75 227 Total 47 104 14 2 167 25 19 52 13 109 35 100 63 13 211 73 30 57 0 160 647 08:00 AM 1 32 5 1 39 11 0 11 0 22 12 22 3 1 38 1 0 1 1 3 102 08:15 AM 0 17 7 0 24 5 2 11 0 18 16 19 5 0 40 1 0 0 0 1 83 08:30 AM 0 12 4 0 16 2 0 12 0 14 18 21 0 0 39 1 0 0 0 1 70 08:45 AM _ 0 22 5 0 27 8 0 16 0 24 14 32 0 3 49 0 0 1 3 4 104 Total 1 83 21 1 106 26 2 50 0 78 60 94 8 4 166 3 0 2 4 9 359 09:00 AM 1 39 9 0 49 8 0 28 1 37 22 25 3 0 50 1 0 3 0 4 140 09:15 AM 1 16 1 1 19 3 1 13 0 17 9 35 3 0 47 2 2 3 0 7 90 09:30 AM 0 14 2 0 16 1 1 11 0 13 5 14 2 0 21 3 0 0 0 3 53 09:45 AM 1 17 1 0 19 3 0 9 0 12 6 16 3 0 25 3 1 0 0 4 60 Total 3 86 13 1 103 15 2 61 1 79 42 90 11 0 143 9 3 6 0 18 343 10:00 AM 3 9 0 0 12 1 1 10 0 12 6 13 1 0 20 0 0 1 0 1 45 10:15 AM 1 11 1 0 13 3 0 8 0 11 6 14 1 0 21 1 2 1 0 4 49 10:30 AM 0 14 0 1 15 3 0 6 1 10 10 12 0 0 22 2 0 0 0 2 49 10:45 AM 2 8 0 0 10 0 0 7 1 8 6 6 1 0 13 0 0 3 0 3 34 Total 6 42 1 1 50 7 1 31 2 41 28 45 3 0 76 3 2 5 0 10 177 11:00 AM 1 9 1 0 11 4 0 9 1 14 2 12 1 0 15 0 1 0 0 1 41 11:15 AM 0 9 0 0 9 0 0 6 0 6 5 17 0 0 22 0 0 1 0 1 38 11:30 AM 0 17 2 0 19 2 0 9 1 12 3 22 3 0 28 4 0 0 0 4 63 11:45 AM 1 18 4 0 23 2 1 9 0 12 12 15 1 0 28 2 1 1 0 4 67 Total 2 53 7 0 62 8 1 33 2 44 22 66 5 0 93 6 2 2 0 10 209 12:00 PM 1 19 2 0 22 3 1 11 0 15 9 22 0 0 31 1 0 0 0 1 69 12:15 PM 0 4 0 0 4 5 1 15 2 23 4 21 1 0 26 2 0 1 0 3 56 12:30 PM 1 14 2 0 17 6 0 11 0 17 6 18 2 0 26 0 3 4 0 7 67 12:45 PM 0 21 1 1 23 5 1 5 0 11 7 31 1 0 39 1 2 2 0 5 78 Total 2 58 5 1 66 19 3 42 2 66 26 92 4 0 122 4 5 7 0 16 270 01:00 PM 3 34 8 0 45 8 0 8 0 16 10 19 2 0 31 2 0 0 0 2 94 01:15 PM 1 25 2 0 28 2 3 8 0 13 6 19 1 0 26 1 0 1 0 2 69 01:30 PM 4 10 1 0 15 1 1 7 1 10 8 18 4 0 30 1 0 1 0 2 57 01:45 PM 2 16 0 0 18 2 3 4 0 9 4 23 7 0 34 0 0 1 0 1 62 Total 10 85 11 0 106 13 7 27 1 48 28 79 14 0 121 4 0 3 0 7 282 Bolton & Menkr nc Turning Movement Counts File Name : Benton and Tracy 24 hr 2022-03-29 Site Code :00000000 Benton Ave and Tracy Ave Start Date : 3/29/2022 Edina, MN Page No :3 Groups Printed- Cars + - Trucks Start Time Right From North Thru Left Peds App. Total Right From East Thru Left Peds App. Total Right From South Thru Left Peds App. Total Right From West Thru Left Peds App. Total Int. Total 02:00 PM 3 18 1 0 22 5 1 16 5 27 6 29 13 1 49 5 2 1 0 8 106 02:15 PM 10 23 1 0 34 4 0 10 13 27 13 28 7 11 59 11 5 12 0 28 148 02:30 PM 2 33 11 0 46 7 2 4 5 18 9 22 2 5 38 25 7 17 0 49 151 02:45 PM 0 17 5 1 23 2 1 7 2 12 16 19 0 0 35 4 3 0 2 9 79 Total 15 91 18 1 125 18 4 37 25 84 44 98 22 17 181 45 17 30 2 94 484 03:00 PM 1 21 1 0 23 5 1 13 5 24 11 17 0 2 30 5 0 0 0 5 82 03:15 PM 6 16 6 0 28 11 4 22 2 39 3 37 6 1 47 3 2 3 0 8 122 03:30 PM 3 29 5 0 37 2 2 19 0 23 23 37 5 0 65 18 7 14 0 39 164 03:45 PM 0 38 3 0 41 4 2 24 0 30 26 29 1 0 56 9 0 0 0 9 136 Total 10 104 15 0 129 22 9 78 7 116 63 120 12 3 198 35 9 17 0 61 504 04:00 PM 3 28 4 0 35 3 3 30 0 36 15 31 5 0 51 6 1 2 0 9 131 04:15 PM 4 19 12 0 35 8 3 20 0 31 16 49 4 4 73 4 5 7 4 20 159 04:30 PM 11 15 5 26 57 5 3 11 0 19 12 38 7 1 58 9 3 9 0 21 155 04:45 PM 9 27 3 0 39 4 3 11 0 18 15 33 4 0 52 9 5 9 0 23 132 Total 27 89 24 26 166 20 12 72 0 104 58 151 20 5 234 28 14 27 4 73 577 05:00 PM 5 25 7 0 37 3 3 13 0 19 25 39 4 0 68 8 5 9 0 22 146 05:15 PM 1 18 2 9 30 6 4 14 14 38 22 30 3 14 69 3 2 6 0 11 148 05:30 PM 5 25 2 0 32 6 3 17 0 26 24 23 2 0 49 2 1 5 0 8 115 05:45 PM 1 16 4 0 21 3 2 16 0 21 19 23 0 0 42 10 4 5 0 19 103 Total 12 84 15 9 120 18 12 60 14 104 90 115 9 14 228 23 12 25 0 60 512 06:00 PM 0 12 2 0 14 10 0 11 0 21 10 25 0 0 35 1 0 0 0 1 71 06:15 PM 0 16 4 0 20 3 0 11 0 14 8 23 0 0 31 0 0 0 0 0 65 06:30 PM 0 15 1 0 16 6 0 9 1 16 8 17 1 0 26 0 0 0 0 0 58 06:45 PM_ 0 8 3 0 11 1 0 10 0 11 10 11 1 0 22 2 0 1 0 3 47 Total 0 51 10 0 61 20 0 41 1 62 36 76 2 0 114 3 0 1 0 4 241 07:00 PM 0 8 2 0 10 2 1 9 0 12 2 11 1 0 14 0 0 0 0 0 36 07:15 PM 0 13 1 0 14 0 1 6 1 8 5 12 0 1 18 1 0 0 0 1 41 07:30 PM 0 7 2 0 9 3 0 5 0 8 8 10 0 0 18 0 0 0 0 0 35 07:45 PM 0 8 0 0 8 1 0 4 0 5 8 17 0 0 25 0 0 0 0 0 38 Total 0 36 5 0 41 6 2 24 1 33 23 50 1 1 75 1 0 0 0 1 150 08:00 PM 0 11 1 0 12 2 1 10 0 13 5 9 0 0 14 1 0 0 0 1 40 08:15 PM 0 12 1 0 13 1 0 1 0 2 2 17 2 0 21 0 0 0 0 0 36 08:30 PM 0 5 1 0 6 2 1 5 0 8 5 8 2 0 15 1 0 0 0 1 30 08:45 PM 0 11 0 0 11 0 0 7 0 7 4 5 0 0 9 0 0 0 0 0 27 Total 0 39 3 0 42 5 2 23 0 30 16 39 4 0 59 2 0 0 0 2 133 Bolton & Menkr I ric Turning Movement Counts File Name : Benton and Tracy 24 hr 2022-03-29 Site Code :00000000 Benton Ave and Tracy Ave Start Date : 3/29/2022 Edina, MN Page No :4 Groups Printed- Cars + - Trucks Start Time Right From North Thru Left Peds App. Total Right From East Thru Left Peds App. Total Right From South Thru Left Peds App. Total Right From West Thru Left Peds App. Total Int. Total 09:00 PM 0 4 2 0 6 0 0 3 0 3 5 12 0 18 1 0 0 0 1 28 09:15 PM 0 3 0 0 3 0 0 2 0 2 0 8 0 0 8 0 0 0 0 0 13 09:30 PM 0 3 1 0 4 1 0 1 0 2 1 3 0 0 4 0 0 0 0 0 10 09:45 PM 0 2 0 0 2 1 0 4 0 5 1 4 0 0 5 0 0 0 0 0 12 Total 0 12 3 0 15 2 0 10 0 12 7 27 1 0 35 1 0 0 0 1 63 10:00 PM 0 0 0 0 0 0 0 0 0 0 2 5 0 0 7 0 0 0 0 0 7 10:15 PM 0 2 0 0 2 1 0 0 0 1 3 3 0 0 6 0 0 0 0 0 9 10:30 PM 0 1 0 0 1 0 0 0 0 0 1 2 0 0 3 1 0 1 0 2 6 10:45 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 1 Total 0 3 0 0 3 1 0 0 0 1 7 10 0 0 17 1 0 1 0 2 23 11:00 PM 0 3 0 0 3 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 5 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2 11:30 PM 0 3 0 0 3 0 0 1 0 1 0 1 0 0 1 0 0 0 0 0 5 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 6 0 0 6 0 0 1 0 1 0 5 0 0 5 0 0 0 0 0 12 Grand Total 138 1057 170 42 1407 225 78 661 74 1038 599 1295 192 58 2144 242 97 184 10 533 5122 Apprch % 9.8 75.1 12.1 3 21.7 7.5 63.7 7.1 27.9 60.4 9 2.7 45.4 18.2 34.5 1.9 Total % 2.7 20.6 3.3 0.8 27.5 4.4 1.5 12.9 1.4 20.3 11.7 25.3 3.7 1.1 41.9 4.7 1.9 3.6 0.2 10.4 Cars + 136 1035 167 42 1380 219 78 636 74 1007 574 1253 188 57 2072 232 89 172 9 502 4961 % Cars + 98.6 97.9 98.2 100 98.1 97.3 100 96.2 100 97 95.8 96.8 97.9 98.3 96.6 95.9 91.8 93.5 90 94.2 96.9 Trucks 2 22 3 0 27 6 0 25 0 31 25 42 4 1 72 10 8 12 1 31 161 % Trucks 1.4 2.1 1.8 0 1.9 2.7 0 3.8 0 3 4.2 3.2 2.1 1.7 3.4 4.1 8.2 6.5 10 5.8 3.1 Out In Total 1644 1380 3024 60 27 87 1704 1407 3111 136 1035 167 42 2 22 3 0 138 1057 170 42 Right Thru Left Peds 4 4 Left Thru Right Peds 188 1253 574 57 4 42 25, 1 192 1295 599 58 1903 2072 3975 57 72 129 1960 2144 4104 Out In Total N N M CD CO nt CO DO) a) •r- rJ • Do a- \ ND (▪ 1`,1 0, 8 CD 2CO CZ CO CT) 0) Cr, 0 8 0 5 CO CZ 0 CO cocor--- oo co 2 cv .--- co .c co co Cr) i•-- c Lo La m o at N N N CD CO .5 0 0 0 0 `r -o cu North 3/29/2022 12:00 AM 3/29/2022 11:45 PM Cars + Trucks 4 2 CO 0 CO - CT) 0) ▪ -6 Cll rs) CO 0) -o co oco CO 1:1) .9. co ro A V -P.. 0 A Bolton & Menkr I nc Turning Movement Counts 3enton Ave and Tracy Ave Edina, MN File Name : Benton and Tracy 24 hr 2022-03-29 Site Code : 00000000 Start Date : 3/29/2022 Page No : 5 Bolton & MenIcr I nc Turning Movement Counts File Name : Benton and Tracy 24 hr 2022-03-29 Site Code :00000000 3enton Ave and Tracy Ave Start Date : 3/29/2022 Edina, MN Page No :6 From North Start Time _ Right Thru Left Peds App. Total Peak Hour Analysis From 12:00 AM to 12:00 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM Right Thru From East Left Peds App. Total Right Thru From South Left Peds App. Total Right From West Thru Left Peds App. Total Int. Total 07:15 AM 11 20 0 0 31 3 4 4 1 12 7 27 19 0 53 4 1 4 0 9 105 07:30 AM 20 31 3 1 55 12 8 20 9 49 10 35 22 10 77 30 19 26 0 75 256 07:45 AM 6 42 6 0 54 8 5 28 3 44 11 30 10 3 54 38 10 27 0 75 227 08:00 AM 1 32 5 1 39 11 0 11 0 22 12 22 3 1 38 1 0 1 1 3 102 Total Volume 38 125 14 2 179 34 17 63 13 127 40 114 54 14 222 73 30 58 1 162 690 % App. Total 21.2 69.8 7.8 1.1 26.8 13.4 49.6 10.2 18 51.4 24.3 6.3 45.1 18.5 35.8 0.6 PHF .475 .744 .583_ .500 .814 .708 .531 .563 .361 .648 .833 .814 .614 .350 .721 .480 .395 .537 .250 .540 .674 Cars + 38 120 14 2 174 30 17 59 13 119 40 104 54 14 212 72 24 51 1 148 653 % Cars + 100 96.0 100 100 97.2 88.2 100 93.7 100 93.7 100 91.2 100 100 95.5 98.6 80.0 87.9 100 91.4 94.6 Trucks 0 5 0 0 5 4 0 4 0 8 0 10 0 0 10 1 6 7 0 14 37 % Trucks 0 4.0 0 0 2.8 11.8 0 6.3 0 6.3 0 8.8 0 0 4.5 1.4 20.0 12.1 0 8.6 5.4 Peak Hour Analysis From 12:15 PM to 11:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM 4 19 12 0 35 8 3 20 0 31 16 49 4 4 73 4 5 7 4 20 159 04:30 PM 11 15 5 26 57 5 3 11 0 19 12 38 7 1 58 9 3 9 0 21 155 04:45 PM 9 27 3 0 39 4 3 11 0 18 15 33 4 0 52 9 5 9 0 23 132 05:00 PM 5 25 7 0 37 3 3 13 0 19 25 39 4 0 68 8 5 9 0 22 146 Total Volume 29 86 27 26 168 20 12 55 0 87 68 159 19 5 251 30 18 34 4 86 592 % App. Total 17.3 51.2 16.1 15.5 23 13.8 63.2 0 27.1 63.3 7.6 2 34.9 20.9 39.5 4.7 PHF .659 .796 .563 .250 .737 .625 1.00 .688 .000 .702 .680 .811 .679 .313 .860 .833 .900 .944 .250 .935 .931 Cars + 29 84 27 26 166 19 12 51 0 82 65 153 19 5 242 30 18 34 4 86 576 % Cars + 100 97.7 100 100 98.8 95.0 100 92.7 0 94.3 95.6 96.2 100 100 96.4 100 100 100 100 100 97.3 Trucks 0 2 0 0 2 1 0 4 0 5 3 6 0 0 9 0 0 0 0 0 16 °A Trucks 0 2.3 0 0 1.2 5.0 0 7.3 0 5.7 4.4 3.8 0 0 3.6 0 0 0 0 0 2.7 Bolton & Menk, I nc Turning Movement Counts File Name : tracy and countryside 24 hr 2022-03-29 Site Code : 00000000 Grove St and Tracy Ave Start Date : 3/29/2022 Edina, MN Page No : 1 Groups Printed- Cars + - Trucks Start Time Right _ From North Thru Left Peds App. Total Right Thru From East_ Left Peds App. Total Right From South Thru Left Peds App. Total Right From West Thru Left Peds App. Total Int. Total 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2 12:15 AM 0 0 0 0 0 0 0 1 1 2 0 1 0 0 1 0 0 0 0 0 3 12:30 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2 Total 0 1 0 0 1 0 0 1 1 2 0 5 0 0 5 0 0 0 0 0 8 01:00 AM 0 1 0 0 1 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 2 01:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 01:45 AM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 2 0 0 0 0 0 2 Total 0 2 0 0 2 0 0 0 0 0 2 1 0 0 3 0 0 0 0 0 5 02:00 AM 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 3 02:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 3 03:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 AM 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 3 03:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 3 04:00 AM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2 04:15 AM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2 04:30 AM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2 04:45 AM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2 Total 0 3 0 0 3 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 8 05:00 AM 0 5 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 05:15 AM 0 0 0 0 0 1 0 0 1 2 0 1 0 0 1 0 0 0 0 0 3 05:30 AM 0 3 0 0 3 0 0 1 1 2 0 1 0 0 1 0 0 0 0 0 6 05:45 AM 0 8 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 Total 0 16 0 0 16 1 0 1 2 4 0 2 0 0 2 0 0 0 0 0 22 06:00 AM 0 5 0 0 5 0 0 1 0 1 0 6 0 0 6 0 0 0 0 0 12 06:15 AM 0 8 0 0 8 0 0 1 0 1 0 5 0 0 5 0 0 0 0 0 14 06:30 AM 0 12 1 0 13 1 0 0 0 1 0 11 0 0 11 0 0 0 0 0 25 06:45 AM 0 4 0 0 4 0 0 1 1 2 0 27 0 0 27 0 0 0 0 0 33 Total 0 29 1 0 30 1 0 3 1 5 0 49 0 0 49 0 0 0 0 0 84 Bolton & Merit(' I c Turning Movement Counts File Name : tracy and countryside 24 hr 2022-03-29 Site Code : 00000000 Grove St and Tracy Ave Start Date : 3/29/2022 Edina, MN Page No : 2 Start Time Right From North Thru Left Peds App. Total Right From East Thru Left Peds From South From West Int. Total App. Total Right _ Thru Left Peds App. Total Right Thru Left Peds App. Total 07:00 AM 0 12 0 0 12 0 0 1 0 1 0 31 0 0 31 0 0 0 0 0 44 07:15 AM 0 27 0 0 27 1 0 1 1 3 0 54 0 2 56 0 0 0 0 0 86 07:30 AM 0 70 4 0 74 3 0 0 5 8 7 69 0 32 108 0 0 0 0 0 190 07:45 AM 0 107 3 0 110 2 0 5 2 9 3 42 0 2 47 0 0 0 0 0 166 Total 0 216 7 0 223 6 0 7 8 21 10 196 0 36 242 0 0 0 0 0 486 08:00 AM 0 41 2 0 43 2 0 7 0 9 3 34 0 0 37 0 0 0 0 0 89 08:15 AM 0 28 1 0 29 0 0 1 0 1 3 42 0 0 45 0 0 0 0 0 75 08:30 AM 0 24 1 0 25 0 0 2 0 2 0 36 0 0 36 0 0 0 0 0 63 08:45 AM 0_ 39 0 0 39 1 0 2 1 4 2 45 0 0 47 0 0 0 0 0 90 Total 0 132 4 0 136 3 0 12 1 16 8 157 0 0 165 0 0 0 0 0 317 09:00 AM 0 65 1 0 66 0 0 2 0 2 2 50 0 0 52 0 0 0 0 0 120 09:15 AM 0 30 0 0 30 1 0 2 0 3 1 46 0 0 47 0 0 0 0 0 80 09:30 AM 0 29 1 0 30 0 0 3 0 3 1 21 0 0 22 0 0 0 0 0 55 09:45 AM 0__ 29 0 0 29 0 0 0 0 0 2 25 0 0 27 0 0 0 0 0 56 Total 0 153 2 0 155 1 0 7 0 8 6 142 0 0 148 0 0 0 0 0 311 10:00 AM 0 18 1 0 19 1 0 1 1 3 2 20 0 0 22 0 0 0 0 0 44 10:15 AM 0 20 0 0 20 1 0 1 0 2 2 20 0 0 22 0 0 0 0 0 44 10:30 AM 0 22 0 0 22 0 0 2 0 2 1 22 0 0 23 0 0 0 0 0 47 10:45 AM 0 15 0 0 15 2 0 2 1 5 2 12 0 0 14 0 0 0 0 0 34 Total 0 75 1 0 76 4 0 6 2 12 7 74 0 0 81 0 0 0 0 0 169 11:00 AM 0 17 1 0 18 0 0 2 2 4 1 15 0 0 16 0 0 0 0 0 38 11:15 AM 0 13 0 0 13 0 0 2 0 2 4 22 0 0 26 0 0 0 0 0 41 11:30 AM 0 32 0 0 32 1 0 0 1 2 2 27 0 0 29 0 0 0 0 0 63 11:45 AM 0 28 1 0 29 0 0 2 0 2 0 29 0 0 29 0 0 0 0 0 60 Total 0 90 2 0 92 1 0 6 3 10 7 93 0 0 100 0 0 0 0 0 202 12:00 PM 0 27 2 0 29 1 0 0 0 1 1 28 0 0 29 0 0 0 0 0 59 12:15 PM 0 12 1 0 13 1 0 5 0 6 0 26 0 0 26 0 0 0 0 0 45 12:30 PM 0 25 0 0 25 0 0 1 0 1 1 25 0 0 26 0 0 0 0 0 52 12:45 PM 17 0 0 17 1 0 2 0 3 4 39 0 0 43 0 0 0 0 0 63 Total 81 3 0 84 3 0 8 0 11 6 118 0 0 124 0 0 0 0 0 219 01:00 PM 0 44 0 0 44 0 0 0 0 0 2 31 0 0 33 0 0 0 0 0 77 01:15 PM 0 33 1 0 34 0 0 1 0 1 1 26 0 1 28 0 0 0 0 0 63 01:30 PM 0 18 0 0 18 2 0 1 1 4 0 29 0 1 30 0 0 0 0 0 52 01:45 PM 0 18 0 0 18 0 0 0 0 0 1 38 0 0 39 0 0 0 0 0 57 Total 0 113 1 0 114 2 0 2 1 5 4 124 0 2 130 0 0 0 0 0 249 Groups Printed- Cars + - Trucks Bolton & Menkr nc Turning Movement Counts File Name : tracy and countryside 24 hr 2022-03-29 Site Code : 00000000 Grove St and Tracy Ave Start Date : 3/29/2022 Edina, MN Page No : 3 Groups Printed- Cars + - Trucks Start Time Right Thru From North Left Peds From East Right Thru From South Left Peds App. Total Right Thru From West Left Peds App. Total Int. Total App. Total Right Thru Left Peds App. Total 02:00 PM 0 30 0 0 30 1 0 0 5 6 2 49 0 0 51 0 0 0 0 0 87 02:15 PM 0 48 3 0 51 3 0 3 7 13 2 43 0 48 93 0 0 0 0 0 157 02:30 PM 0 66 2 0 68 0 0 6 2 8 0 31 0 3 34 0 0 0 0 0 110 02:45 PM 0 28 1 0 29 0 0 2 0 2 1 35 0 0 36 0 0 0 0 0 67 Total 0 172 6 0 178 4 0 11 14 29 5 158 0 51 214 0 0 0 0 0 421 03:00 PM 0 37 1 0 38 1 0 2 2 5 1 28 0 0 29 0 0 0 0 0 72 03:15 PM 0 41 0 0 41 3 0 0 0 3 2 56 0 0 58 0 0 0 0 0 102 03:30 PM 0 59 4 0 63 1 0 1 0 2 7 57 0 0 64 0 0 0 0 0 129 03:45 PM 0 72 0 0 72 1 0 3 0 4 3 57 0 0 60 0 0 0 0 0 136 Total 0 209 5 0 214 6 0 6 2 14 13 198 0 0 211 0 0 0 0 0 439 04:00 PM 0 63 1 0 64 0 0 2 0 2 2 51 0 0 53 0 0 0 0 0 119 04:15 PM 0 43 1 0 44 3 0 2 0 5 2 63 0 0 65 0 0 0 0 0 114 04:30 PM 0 35 1 0 36 0 0 2 0 2 2 58 0 0 60 0 0 0 0 0 98 04:45 PM 0 41 3 0 44 1 0 5 0 6 2 52 0 0 54 0 0 0 0 0 104 Total 0 182 6 0 188 4 0 11 0 15 8 224 0 0 232 0 0 0 0 0 435 05:00 PM 0 47 0 0 47 0 0 1 0 1 4 65 0 0 69 0 0 0 0 0 117 05:15 PM 0 35 1 0 36 3 0 4 0 7 2 53 0 0 55 0 0 0 0 0 98 05:30 PM 0 40 1 0 41 1 0 2 0 3 1 49 0 0 50 0 0 0 0 0 94 05:45 PM 0 41 0 0 41 0 0 5 0 5 2 43 0 0 45 0 0 0 0 0 91 Total 0 163 2 0 165 4 0 12 0 16 9 210 0 0 219 0 0 0 0 0 400 06:00 PM 0 24 0 0 24 0 0 1 0 1 3 32 0 0 35 0 0 0 0 0 60 06:15 PM 0 28 0 0 28 1 0 3 0 4 5 30 0 0 35 0 0 0 0 0 67 06:30 PM 0 21 0 0 21 0 0 2 1 3 2 24 0 0 26 0 0 0 0 0 50 06:45 PM 0 23 0 0 23 2 0 1 0 3 3 20 0 0 23 0 0 0 0 0 49 Total 0 96 0 0 96 3 0 7 1 11 13 106 0 0 119 0 0 0 0 0 226 07:00 PM 0 17 0 0 17 0 0 1 0 1 0 14 0 0 14 0 0 0 0 0 32 07:15 PM 0 20 0 0 20 0 0 7 0 7 0 17 0 2 19 0 0 0 0 0 46 07:30 PM 0 12 0 0 12 0 0 0 0 0 4 18 0 0 22 0 0 0 0 0 34 07:45 PM 0 12 0 0 12 0 0 1 0 1 1 25 0 1 27 0 0 0 0 0 40 Total 0 61 0 0 61 0 0 9 0 9 5 74 0 3 82 0 0 0 0 0 152 08:00 PM 0 21 0 0 21 0 0 1 0 1 3 16 0 2 21 0 0 0 0 0 43 08:15 PM 0 13 0 0 13 0 0 0 0 0 1 21 0 0 22 0 0 0 0 0 35 08:30 PM 0 11 1 0 12 0 0 0 0 0 1 15 0 1 17 0 0 0 0 0 29 08:45 PM 0 17 1 0 18 0 0 1 0 1 1 9 0 0 10 0 0 0 0 0 29 Total 0 62 2 0 64 0 0 2 0 2 6 61 0 3 70 0 0 0 0 0 136 Bolton & Menici nc Turning Movement Counts File Name : tracy and countryside 24 hr 2022-03-29 Site Code : 00000000 Grove St and Tracy Ave Start Date : 3/29/2022 Edina, MN Page No : 4 Start Time Right From North Thru Left Peds From East From South Right Thru Left Peds From West Int. Total App. Total Right Thru Left Peds App. Total App. Total Right Thru Left Peds App. Total 09:00 PM 0 8 0 0 8 0 0 0 0 0 2 17 0 0 19 0 0 0 0 0 27 09:15 PM 0 5 0 0 5 0 0 0 0 0 1 14 0 0 15 0 0 0 0 0 20 09:30 PM 0 3 0 0 3 0 0 0 0 0 1 4 0 0 5 0 0 0 0 0 8 09:45 PM 0 7 0 0 7 1 0 0 0 1 1 4 0 0 5 0 0 0 0 0 13 Total 0 23 0 0 23 1 0 0 0 1 5 39 0 0 44 0 0 0 0 0 68 10:00 PM 0 0 0 0 0 0 0 0 0 0 1 7 0 0 8 0 0 0 0 0 8 10:15 PM 0 2 0 0 2 0 0 0 0 0 1 6 0 0 7 0 0 0 0 0 9 10:30 PM 0 2 0 0 2 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 5 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 Total 0 4 0 0 4 0 0 0 0 0 2 17 0 0 19 0 0 0 0 0 23 11:00 PM 0 3 0 0 3 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 5 11:15 PM 0 0 0 0 0 0 0 0 0 0 1 2 0 0 3 0 0 0 0 0 3 11:30 PM 0 4 0 0 4 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 5 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 7 0 0 7 0 0 0 0 0 1 5 0 0 6 0 0 0 0 0 13 Grand Total 0 1893 42 0 1935 44 0 111 36 191 117 2061 0 95 2273 0 0 0 0 0 4399 Apprch % 0 97.8 2.2 0 23 0 58.1 18.8 5.1 90.7 0 4.2 0 0 0 0 Total % 0 43 1 0 44 1 0 2.5 0.8 4.3 2.7 46.9 0 2.2 51.7 0 0 0 0 Cars + 0 1839 38 0 1877 42 0 107 34 183 115 1994 0 94 2203 0 0 0 0 0 4263 % Cars + 0 97.1 90.5 0 97 95.5 0 96.4 94.4 95.8 98.3 96.7 0 98.9 96.9 0 0 0 0 0 96.9 Trucks 0 54 4 0 58 2 0 4 2 8 2 67 0 1 70 0 0 0 0 0 136 % Trucks 0 2.9 9.5 0 3 4.5 0 3.6 5.6 4.2 1.7 3.3 0 1.1 3.1 0 0 0 0 0 3.1 Groups Printed- Cars + - Trucks 00 0 00 co O North 0 Out 2036 69 2105 In 1877 58 _735 Total 3913 127 _4040 O 1839 38 O 54 4 0 1893 42 0 Right Thru Left Peds 0 0 3/29/204 12:00 AM 3/29/2022 11:45 PM Cars + Trucks 4-- o o o " A V 0_ a CD a) — co Cc) co 9_ co al A 0) — 00 00 0 0 co 0 a) CD .1c). 0 00 a 0 0 0 0 00 O Left Thru Right Peds O 1994 115 94 0 67 2 1 0 2061 117 95 1946 22031 41491 58 70 128 2004 2273 4277J Out In Total Bolton & Menkr I nc Turning Movement Counts Grove St and Tracy Ave Edina, MN File Name : tracy and countryside 24 hr 2022-03-29 Site Code : 00000000 Start Date : 3/29/2022 Page No : 5 Bolton & Menkr I nc Turning Movement Counts File Name : tracy and countryside 24 hr 2022-03-29 Site Code : 00000000 grove St and Tracy Ave Start Date : 3/29/2022 Edina, MN Page No : 6 Start Time Peak Hour Analysis Peak Hour for Entire From North Right Thru Left Peds From 12:00 AM to 12:00 PM - Peak Intersection Begins at 07:15 AM From East Right Thru From South Left Peds App. Total Right From West Thru Left Peds App. Total Int. Total App. Total 1 of 1 Right Thru Left Peds App. Total 07:15 AM 0 27 0 27 1 0 1 1 3 0 54 0 2 56 0 0 0 0 0 86 07:30 AM 0 70 4 0 74 3 0 0 5 8 7 69 0 32 108 0 0 0 0 0 190 07:45 AM 0 107 3 0 110 2 0 5 2 9 3 42 0 2 47 0 0 0 0 0 166 08:00 AM 0 41 2 0 43 2 0 7 0 9 3 34 0 0 37 0 0 0 0 0 89 Total Volume 0 245 9 254 8 0 13 8 29 13 199 0 36 248 0 0 0 0 0 531 % App. Total 0 96.5 3.5 0 27.6 0 44.8 27.6 5.2 80.2 0 14.5 0 0 0 0 PHF .000 .572 .563 .000 .577 .667 .000 .464 .400 .806 .464 .721 .000 .281 .574 .000 .000 .000 .000 .000 .699 Cars + 0 237 7 0 244 8 0 13 8 29 13 189 0 36 238 0 0 0 0 0 511 Cars + 96.7 77.8 0 96.1 100 0 100 100 100 100 95.0 0 100 96.0 0 0 0 0 0 96.2 Trucks 0 0 8 2 10 0 0 0 0 0 0 10 0 0 10 0 0 0 0 0 20 % Trucks 3.3 22.2 0 3.9 0 0 0 0 0 0 5.0 0 0 4.0 0 0 0 0 0 3.8 Peak Hour Analysis From 12:15 PM to 11:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:30 PM 03:30 PM 0 59 4 0 63 1 0 1 0 2 7 57 0 0 64 0 0 0 0 0 129 03:45 PM 0 72 0 0 72 1 0 3 0 4 3 57 0 0 60 0 0 0 0 0 136 04:00 PM 0 63 1 0 64 0 0 2 0 2 2 51 0 0 53 0 0 0 0 0 119 04:15 PM 0 43 1 0 44 3 0 2 0 5 2 63 0 0 65 0 0 0 0 0 114 Total Volume 0 237 6 0 243 5 0 8 0 13 14 228 0 0 242 0 0 0 0 0 498 % App. Total 0 97.5 2.5 38.5 0 61.5 0 5.8 94.2 0 0 o o 0 0 PHF .000 .823 .375 .000 .844 .417 .000 .667 .000 .650 .500 .905 .000 .000 .931 .000 .000 .000 .000 .000 .915 Cars + 0 223 5 0 228 4 0 8 0 12 14 219 0 0 233 0 0 0 0 0 473 % Cars + 0 94.1 83.3 0 93.8 80.0 0 100 0 92.3 100 96.1 0 0 96.3 0 0 0 0 0 95.0 Trucks 0 14 1 0 15 1 0 0 0 1 0 9 0 0 9 0 0 0 0 0 25 % Trucks 0 5.9 16.7 0 6.2 20.0 0 0 0 7.7 0 3.9 0 0 3.7 0 0 0 0 0 5.0 Bolton & Meniki I nc Turning Movement Counts File Name : Stuart & Grove 24 hr 2022-03-29 Site Code :00000000 3 rove St and Tracy Ave Start Date : 3/29/2022 Edina, MN Page No :1 Groups Printed- Cars + - Trucks Start Time Right From North Thru Left Peds App. Total Right From East Thru Left Peds App. Total Right From South Thru Left Peds App. Total Right From West Thru Left Peds App. Total Int. Total 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 _ 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 1 0 0 1 2 03:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 1 0 0 1 2 04:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 05:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 0 0 0 0 0 2 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 06:45 AM 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 0 0 0 0 0 5 Total 0 0 0 0 0 0 6 0 0 6 1 0 0 0 1 0 1 0 0 1 8 Bolton & Menkr I tic Turning Movement Counts File Name : Stuart & Grove 24 hr 2022-03-29 Site Code : 00000000 3 rove St and Tracy Ave Start Date : 3/29/2022 Edina, MN Page No : 2 Groups Printed- Cars + - Trucks Start Time Right Thru From North Left Peds From East Right Thru From South Left Peds From West Int. Total App. Total Right Thru Left Peds App. Total App. Total Right Thru Left Peds App. Total 07:00 AM 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 1 6 0 0 7 9 07:15 AM 0 0 0 0 0 0 2 9 0 11 0 0 1 1 2 1 5 0 0 6 19 07:30 AM 0 0 0 0 0 0 4 46 0 50 2 0 0 0 2 27 6 0 5 38 90 07:45 AM 0 0 0 0 0 0 6 6 0 12 3 0 4 1 8 7 10 0 5 22 42 Total 0 0 0 0 0 0 12 63 0 75 5 0 5 2 12 36 27 0 10 73 160 08:00 AM 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 2 0 0 2 6 08:15 AM 0 0 0 0 0 0 3 0 0 3 0 0 1 0 1 0 6 0 0 6 10 08:30 AM 0 0 0 0 0 0 6 0 0 6 1 0 0 0 1 0 3 0 0 3 10 08:45 AM 0 0 0 0 0 0 2 1 0 3 1 0 0 0 1 0 7 0 0 7 11 Total 0 0 0 0 0 0 15 1 0 16 2 0 1 0 3 0 18 0 0 18 37 09:00 AM 0 0 0 0 0 0 2 1 0 3 0 0 0 0 0 1 9 0 0 10 13 09:15 AM 0 0 0 0 0 0 5 0 0 5 0 0 1 0 1 0 2 0 0 2 8 09:30 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 2 09:45 AM 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 3 0 0 3 6 Total 0 0 0 0 0 0 11 1 0 12 0 0 1 0 1 1 15 0 0 16 29 10:00 AM 0 0 0 0 0 0 1 0 0 1 0 0 3 0 3 0 2 0 0 2 6 10:15 AM 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 1 3 0 0 4 6 10:30 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 4 0 0 5 6 10:45 AM 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 6 0 0 6 9 Total 0 0 0 0 0 0 6 0 0 6 0 0 4 0 4 2 15 0 0 17 27 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 3 0 0 3 4 11:15 AM 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 5 0 0 5 9 11:30 AM 0 0 0 0 0 0 2 0 0 2 0 0 1 0 1 0 2 0 0 2 5 11:45 AM 0 0 0 0 0 0 4 0 0 4 1 0 2 0 3 3 2 0 0 5 12 Total 0 0 0 0 0 0 10 0 0 10 1 0 4 0 5 3 12 0 0 15 30 12:00 PM 0 0 0 0 0 0 2 0 0 2 0 0 1 0 1 0 0 0 0 0 3 12:15 PM 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 3 0 0 3 6 12:30 PM 0 0 0 0 0 0 2 0 0 2 0 0 0 1 1 1 1 0 0 2 5 12:45 PM 0 0 0 0 0 0 7 0 0 7 0 0 1 0 1 0 4 0 0 4 12 Total 0 0 0 0 0 0 14 0 0 14 0 0 2 1 3 1 8 0 0 9 26 01:00 PM 0 0 0 0 0 0 5 0 0 5 1 0 0 0 1 1 8 0 0 9 15 01:15 PM 0 0 0 0 0 0 2 0 0 2 0 0 2 0 2 3 2 0 1 6 10 01:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2 2 01:45 PM 0 0 0 0 0 0 4 5 1 10 0 0 1 1 2 2 2 0 0 4 16 Total 0 0 0 0 0 0 11 5 1 17 1 0 3 1 5 6 13 0 2 21 43 Bolton & Menky tic Turning Movement Counts File Name : Stuart & Grove 24 hr 2022-03-29 Site Code : 00000000 3rove St and Tracy Ave Start Date : 3/29/2022 Edina, MN Page No : 3 Groups Printed- Cars + - Trucks Start Time Right From North Thru Left Peds App. Total Right From East Thru Left Peds App. Total Right From South Thru Left Peds App. Total Right From West Thru Left Peds App. Total Int. Total 02:00 PM 0 0 0 0 0 0 3 14 0 17 0 0 0 0 0 2 3 0 0 5 22 02:15 PM 0 0 0 0 0 0 3 12 0 15 1 0 1 0 2 2 6 0 0 8 25 02:30 PM 0 0 0 0 0 0 7 0 0 7 2 0 7 0 9 2 6 0 4 12 28 02:45 PM 0 0 0 0 0 0 3 0 0 3 1 0 1 0 2 0 5 0 0 5 10 Total 0 0 0 0 0 0 16 26 0 42 4 0 9 0 13 6 20 0 4 30 85 03:00 PM 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 1 4 0 0 5 8 03:15 PM 0 0 0 0 0 0 8 0 0 8 0 0 1 0 1 2 2 0 0 4 13 03:30 PM 0 0 0 0 0 0 4 3 0 7 1 0 3 0 4 2 5 0 0 7 18 03:45 PM 0 0 0 0 0 0 3 0 0 3 0 0 2 0 2 0 2 0 0 2 7 Total 0 0 0 0 0 0 18 3 0 21 1 0 6 0 7 5 13 0 0 18 46 04:00 PM 0 0 0 0 0 0 3 0 0 3 0 0 1 0 1 0 3 0 0 3 7 04:15 PM 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 2 10 0 2 14 19 04:30 PM 0 0 0 0 0 0 3 2 0 5 0 0 2 0 2 2 4 0 0 6 13 04:45 PM 0 0 0 0 0 0 6 0 0 6 0 0 3 2 5 5 3 0 0 8 19 Total 0 0 0 0 0 0 17 2 0 19 0 0 6 2 8 9 20 0 2 31 58 05:00 PM 0 0 0 0 0 0 3 0 0 3 1 0 5 0 6 3 4 0 0 7 16 05:15 PM 0 0 0 0 0 0 2 1 0 3 1 0 3 0 4 0 5 0 0 5 12 05:30 PM 0 0 0 0 0 0 7 0 0 7 0 0 2 2 4 0 5 0 0 5 16 05:45 PM 0 0 0 0 0 0 8 0 0 8 0 0 1 0 1 1 3 0 0 4 13 Total 0 0 0 0 0 0 20 1 0 21 2 0 11 2 15 4 17 0 0 21 57 06:00 PM 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 1 3 0 0 4 7 06:15 PM 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 6 0 0 6 9 06:30 PM 0 0 0 0 0 0 2 0 0 2 0 0 1 0 1 0 2 0 0 2 5 06:45 PM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2 1 0 0 3 5 Total 0 0 0 0 0 0 10 0 0 10 0 0 1 0 1 3 12 0 0 15 26 07:00 PM 0 0 0 0 0 0 4 1 0 5 0 0 1 0 1 0 4 0 0 4 10 07:15 PM 0 0 0 0 0 0 3 0 0 3 1 0 0 0 1 0 1 0 0 1 5 07:30 PM 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1 07:45 PM 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 0 1 0 2 3 8 Total 0 0 0 0 0 0 12 2 0 14 1 0 1 0 2 0 6 0 2 8 24 08:00 PM 0 0 0 0 0 0 3 0 0 3 0 0 1 0 1 0 7 0 0 7 11 08:15 PM 0 0 0 0 0 0 4 0 0 4 0 0 1 0 1 0 1 0 0 1 6 08:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 2 Total 0 0 0 0 0 0 8 0 0 8 0 0 2 0 2 0 9 0 0 9 19 Bolton & Menkr nc Turning Movement Counts File Name : Stuart & Grove 24 hr 2022-03-29 Site Code : 00000000 3rove St and Tracy Ave Start Date : 3/29/2022 Edina, MN Page No : 4 Groups Printed- Cars + - Trucks Start Time Right From North Thru Left Peds App. Total Right From East Thru Left Peds App. Total Right From South Thru Left Peds App. Total Right From West Thru Left Peds App. Total Int. Total 09:00 PM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 2 0 0 2 4 09:15 PM 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 1 0 0 0 1 4 09:30 PM 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 1 0 0 1 5 09:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 9 0 0 9 0 0 0 0 0 1 3 0 0 4 13 10:00 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 10:15 PM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 3 10:30 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 1 0 0 1 5 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 Grand Total 0 0 0 0 0 0 200 104 1 305 19 0 56 8 83 77 212 0 20 309 697 Apprch % 0 0 0 0 0 65.6 34.1 0.3 22.9 0 67.5 9.6 24.9 68.6 0 6.5 Total % 0 0 0 0 0 28.7 14.9 0.1 43.8 2.7 0 8 1.1 11.9 11 30.4 0 2.9 44.3 Cars + 0 0 0 0 0 0 197 84 1 282 18 0 53 8 79 69 208 0 19 296 657 cY0 Cars + 0 0 0 0 0 0 98.5 80.8 100 92.5 94.7 0 94.6 100 95.2 89.6 98.1 0 95 95.8 94.3 Trucks 0 0 0 0 0 0 3 20 0 23 1 0 3 0 4 8 4 0 1 13 40 % Trucks 0 0 0 0 0 0 1.5 19.2 0 7.5 5.3 0 5.4 0 4.8 10.4 1.9 0 5 4.2 5.7 3enton Ave and East School Entrance Edina, MN Bolton & Menkr I nc Turning Movement Counts File Name Site Code Start Date Page No : Benton and East Entrance 24 hr 2022-03-29 :00000000 : 3/29/2022 :1 Groups Printed- Cars + - Trucks Start Time Right From North Thru Left Peds App. Total Right From East Thru Left Peds App. Total Right From South Thru Left Peds App. Total Right From West Thru Left Peds App. Total Int. Total 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 02:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 02:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 2 03:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AM __04:45 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 AM 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 2 0 0 2 3 Total 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 2 0 0 2 3 06:00 AM 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 2 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM 0 0 0 0 0 0 0 5 0 5 0 0 0 0 0 0 0 0 0 0 5 06:45 AM 0 0 0 0 0 0 0 9 0 9 1 0 0 0 1 0 0 0 0 0 10 Total 0 0 0 0 0 0 0 16 0 16 1 0 0 0 1 0 0 0 0 0 17 Benton Ave and East School Entrance Edina, MN Bolton & MenKr I nc Turning Movement Counts File Name Site Code Start Date Page No : Benton and East Entrance 24 hr 2022-03-29 :00000000 : 3/29/2022 :2 Groups Printed- Cars + - Trucks Start Time Right From North Thru Left _ Peds App. Total Right From East Thru Left Peds App. Total Right From South Thru Left Peds App. Total Right From West Thru Left Peds App. Total Int. Total 07:00 AM 0 0 0 0 0 0 4 20 0 24 1 0 0 0 1 1 0 0 0 1 26 07:15 AM 0 0 0 0 0 0 1 33 0 34 2 0 0 0 2 1 6 0 0 7 43 07:30 AM 0 0 0 0 0 0 14 36 0 50 49 0 1 0 50 0 34 0 0 34 134 07:45 AM 0_ 0 0 0 0 0 16 5 0 21 47 0 6 0 53 0 21 0 0 21 95 Total 0 0 0 0 0 0 35 94 0 129 99 0 7 0 106 2 61 0 0 63 298 08:00 AM 0 0 0 0 0 0 3 1 0 4 1 0 0 0 1 0 1 0 0 1 6 08:15 AM 0 0 0 0 0 0 4 1 0 5 0 0 0 0 0 0 1 0 0 1 6 08:30 AM 0 0 0 0 0 0 1 0 0 1 1 0 1 0 2 0 0 0 0 0 3 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 Total 0 0 0 0 0 0 8 2 0 10 2 0 1 0 3 0 3 0 0 3 16 09:00 AM 0 0 0 0 0 0 3 1 0 4 3 0 0 0 3 0 1 0 0 1 8 09:15 AM 0 0 0 0 0 0 4 3 1 8 3 0 1 0 4 0 1 0 0 1 13 09:30 AM 0 0 0 0 0 0 2 1 0 3 1 0 0 0 1 0 2 0 0 2 6 09:45 AM 0 0 0 0 0 0 2 2 0 4 4 0 0 0 4 0 1 0 0 1 9 Total 0 0 0 0 0 0 11 7 1 19 11 0 1 0 12 0 5 0 0 5 36 10:00 AM 0 0 0 0 0 0 5 1 0 6 1 0 1 0 2 0 0 0 0 0 8 10:15 AM 0 0 0 0 0 0 2 0 0 2 3 0 0 0 3 0 1 0 0 1 6 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 3 10:45 AM 0 0 0 0 0 0 2 1 0 3 2 0 0 0 2 0 0 0 0 0 5 Total 0 0 0 0 0 0 9 2 0 11 6 0 1 0 7 0 4 0 0 4 22 11:00 AM 0 0 0 0 0 0 2 0 0 2 1 0 0 0 1 0 0 0 0 0 3 11:15 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 1 11:30 AM 0 0 0 0 0 0 2 1 0 3 4 0 0 0 4 0 0 0 0 0 7 11:45 AM 0 0 0 0 0 0 2 1 0 3 0 0 0 0 0 0 4 0 0 4 7 Total 0 0 0 0 0 0 6 2 0 8 6 0 0 0 6 0 4 0 0 4 18 12:00 PM 0 0 0 0 0 0 1 1 0 2 1 0 0 0 1 0 0 0 0 0 3 12:15 PM 0 0 0 0 0 0 2 0 0 2 2 0 0 0 2 0 1 0 0 1 5 12:30 PM 0 0 0 0 0 0 1 2 0 3 6 0 0 0 6 0 1 0 0 1 10 12:45 PM 0 0 0 0 0 0 2 0 0 2 4 0 0 _ 0 4 0 1 0 0 1 7 Total 0 0 0 0 0 0 6 3 0 9 13 0 0 0 13 0 3 0 0 3 25 01:00 PM 0 0 0 0 0 0 4 3 0 7 2 0 0 0 2 0 1 0 0 1 10 01:15 PM 0 0 0 0 0 0 3 2 0 5 2 0 0 1 3 0 0 0 0 0 8 01:30 PM 0 0 0 0 0 0 3 5 0 8 2 0 0 1 3 0 1 0 0 1 12 01:45 PM 0 0 0 0 0 0 6 7 0 13 1 0 0 1 2 1 0 0 0 1 16 Total 0 0 0 0 0 0 16 17 0 33 7 0 0 3 10 1 2 0 0 3 46 3enton Ave and East School Entrance Edina, MN Bolton & MenKr nc Turning Movement Counts File Name Site Code Start Date Page No : Benton and East Entrance 24 hr 2022-03-29 :00000000 : 3/29/2022 :3 Groups Printed- Cars + - Trucks Start Time Right From North Thru _ Left Peds App. Total Right From East Thru Left Peds App. Total Right From South Thru Left Peds App. Total Right From West Thru Left Peds App. Total Int. Total 02:00 PM 0 0 0 0 0 0 9 8 0 17 5 0 1 2 8 0 2 0 0 2 27 02:15 PM 0 0 0 0 0 0 2 15 0 17 20 0 2 0 22 0 16 0 1 17 56 02:30 PM 0 0 0 0 0 0 3 3 0 6 36 0 7 0 43 0 6 0 0 6 55 02:45 PM 0 0 0 0 0 0 1 0 0 1 7 0 1 1 9 0 0 0 0 0 10 Total 0 0 0 0 0 0 15 26 0 41 68 0 11 3 82 0 24 0 1 25 148 03:00 PM 0 0 0 0 0 0 1 1 0 2 4 0 0 0 4 0 1 0 0 1 7 03:15 PM 0 0 0 0 0 0 8 8 0 16 10 0 1 1 12 2 0 0 0 2 30 03:30 PM 0 0 0 0 0 0 6 4 0 10 35 0 2 1 38 0 3 0 0 3 51 03:45 PM _ 0_ 0 0 0 0 0 1 2 0 3 8 0 2 0 10 0 1 0 1 2 15 Total 0 0 0 0 0 0 16 15 0 31 57 0 5 2 64 2 5 0 1 8 103 04:00 PM 0 0 0 0 0 0 11 0 0 11 11 0 2 0 13 1 0 0 0 1 25 04:15 PM 0 0 0 0 0 0 8 1 0 9 13 0 0 0 13 0 1 0 0 1 23 04:30 PM 0 0 0 0 0 0 16 1 0 17 18 0 2 0 20 1 1 0 0 2 39 04:45 PM 0 0 0 0 0 0 15 0 0 15 22 0 3 0 25 0 0 0 0 0 40 Total 0 0 0 0 0 0 50 2 0 52 64 0 7 0 71 2 2 0 0 4 127 05:00 PM 0 0 0 0 0 0 12 0 0 12 22 0 3 0 25 0 0 0 0 0 37 05:15 PM 0 0 0 0 0 0 9 0 0 9 9 0 0 0 9 0 2 0 0 2 20 05:30 PM 0 0 0 0 0 0 9 1 0 10 8 0 0 0 8 0 1 0 0 1 19 05:45 PM 0 0 0 0 0 0 3 2 0 5 12 0 0 0 12 0 1 0 0 1 18 Total 0 0 0 0 0 0 33 3 0 36 51 0 3 0 54 0 4 0 0 4 94 06:00 PM 0 0 0 0 0 0 0 0 0 0 1 0 1 0 2 0 0 0 0 0 2 06:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1 06:30 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 06:45 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 3 0 0 3 4 Total 0 0 0 0 0 0 2 0 0 2 1 0 1 0 2 1 3 0 0 4 8 07:00 PM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 2 07:15 PM 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 0 0 0 0 0 2 07:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 0 0 0 1 2 Total 0 0 0 0 0 0 3 0 0 3 1 0 1 0 2 1 0 0 0 1 6 08:00 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 2 08:15 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 08:30 PM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 2 08:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 Total 0 0 0 0 0 0 4 0 0 4 0 0 1 0 1 0 1 0 0 1 6 App. Total 1 0 0 0 1 Int. Total 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 939 95.8 41 4.2 2 1.5 0.2 2 100 0 0 0 0 0 0 0 0 0 124 90.5 12.7 120 96.8 4 3.2 8 1.8 0.8 7 87.5 1 12.5 40 9.2 4.1 38 95 2 5 0 0 0 0 0 0 0 1 0.2 0.1 1 100 0 0 215 53 21.9 209 97.2 6 2.8 190 46.8 19.4 189 99.5 1 0.5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 10:15 PM 10:30 PM 10:45 PM Total 11:00 PM 11:15 PM 11:30 PM 11:45 PM Total Grand Total Apprch Total % Cars + % Cars + Trucks % Trucks 2 0 2 0 4 0 0 0 0 0 137 980 14 133 97.1 4 2.9 1 0 2 0 3 0 0 0 0 0 437 11 8 44.6 1.1 407 11 93.1 100 30 0 6.9 0 0 2 0 2 0 0 0 0 0 406 389 89 41.4 39.7 399 362 98.3 93.1 7 27 1.7 6.9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3enton Ave and East School Entrance Edina, MN Bolton & Menkr nc Turning Movement Counts File Name Site Code Start Date Page No : Benton and East Entrance 24 hr 2022-03-29 :00000000 : 3/29/2022 :4 Groups Printed- Cars + - Trucks From North Thru_ Left Peds 0 0 0 0 0 0 0 0 0 0 0 0 0 0 From East App. Total Right Thru Left Peds App. Total Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 o 0 0 0 0 0 0 0 0 From South Thru Left Peds 0 0 0 0 0 0 0 0 0 0 0 0 0 0 From West Left Peds 0 0 0 0 0 0 0 0 0 0 Start Time Right 09:00 PM 0 09:15 PM 0 09:30 PM 0 09:45 PM 0 Total 0 App. Total Right Thru 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 Out InIn Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Right Thru Left Peds 4 0 0 — — CO -J CD .7.. 0 0 0 COCO 0 o 7,- ,r North ,4- f- 1, N., . — N m- N 2 H 1- = 4 .... H 3/29/2022 12:00 AM 2 (71 cn 3 ,— 3/29/2022 11:45 PM .0. ,— 0 CD .-t Trucks ... — CD CO 0 -.. CD 0) -4 CD 0) l T. r.... CO LO E , Cars + 5 nt ,I) N 0 N . H 0 " " -0 -0 CO Ct) 9. cp a) N _. p — c), co a) 0_ COW — — 4 Left Thru Right Peds 38 0 362 7 2 0 27 1 40 0 389 8 200 407 607 1 30 31 201 437 638 Out In Total Bolton & Menkr I nc Turning Movement Counts File Name : Benton and East Entrance 24 hr 2022-03-29 Site Code : 00000000 Benton Ave and East School Entrance Start Date : 3/29/2022 Edina, MN Page No : 5 3enton Ave and East School Entrance Edina, MN Bolton & Menkr I nc Turning Movement Counts File Name Site Code Start Date Page No : Benton and East Entrance 24 hr 2022-03-29 :00000000 : 3/29/2022 :6 From North Start Time Right Thru Left Peds App. Total Peak Hour Analysis From 12:00 AM to 12:00 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM Right From East Thru Left Peds App. Total Right From South Thru Left Peds App. Total Right From West Thru Left Peds App. Total Int. Total 07:00 AM 0 0 0 0 0 0 4 20 0 24 1 0 0 0 1 1 0 0 0 1 26 07:15 AM 0 0 0 0 0 0 1 33 0 34 2 0 0 0 2 1 6 0 0 7 43 07:30 AM 0 0 0 0 0 0 14 36 0 50 49 0 1 0 50 0 34 0 0 34 134 07:45 AM 0 0 0 0 0 0 16 5 0 21 47 0 6 0 53 0 21 0 0 21 95 Total Volume 0 0 0 0 0 0 35 94 0 129 99 0 7 0 106 2 61 0 0 63 298 % App. Total 0 0 0 0 0 27.1 72.9 0 93.4 0 6.6 0 3.2 96.8 0 0 PHF .000 .000 .000 .000 .000 .000 .547 .653 .000 .645 .505 .000 .292 .000 .500 .500 .449 .000 .000 .463 .556 Cars + 0 0 0 0 0 0 35 94 0 129 85 0 7 0 92 2 61 0 0 63 284 % Cars + 0 0 0 0 0 0 100 100 0 100 85.9 0 100 0 86.8 100 100 0 0 100 95.3 Trucks 0 0 0 0 0 0 0 0 0 0 14 0 0 0 14 0 0 0 0 0 14 % Trucks 0 0 0 0 0 0 0 0 0 0 14.1 0 0 0 13.2 0 0 0 0 0 4.7 Peak Hour Analysis From 12:15 PM to 11:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 01:45 PM 01:45 PM 0 0 0 0 0 0 6 7 0 13 1 0 0 1 2 1 0 0 0 1 16 02:00 PM 0 0 0 0 0 0 9 8 0 17 5 0 1 2 8 0 2 0 0 2 27 02:15 PM 0 0 0 0 0 0 2 15 0 17 20 0 2 0 22 0 16 0 1 17 56 02:30 PM 0 0 0 0 0 0 3 3 0 6 36 0 7 0 43 0 6 0 0 6 55 Total Volume 0 0 0 0 0 0 20 33 0 53 62 0 10 3 75 1 24 0 1 26 154 % App. Total 0 0 0 0 0 37.7 62.3 0 82.7 0 13.3 4 3.8 92.3 0 3.8 PHF .000 .000 .000 .000 .000 .000 .556 .550 .000 .779 .431 .000 .357 .375 .436 .250 .375 .000 .250 .382 .688 Cars + 0 0 0 0 0 0 16 33 0 49 50 0 8 3 61 1 22 0 1 24 134 % Cars + 0 0 0 0 0 0 80.0 100 0 92.5 80.6 0 80.0 100 81.3 100 91.7 0 100 92.3 87.0 Trucks 0 0 0 0 0 0 4 0 0 4 12 0 2 0 14 0 2 0 0 2 20 % Trucks 0 0 0 0 0 0 20.0 0 0 7.5 19.4 0 20.0 0 18.7 0 8.3 0 0 7.7 13.0 Appendix B: Green Sheet Intersection Safety Screening Intersection: Tracy Ave and Benton Ave Statewide Averages based on 2016-2020 crashes Crashes by Crash Severity Intersection Characteristics Fatal (K) 0 Entering Volume 2,225 Serious Injury (A) 0 Environment Urban Minor Injury (B) 0 Lighting Lit Possible Injury (C) 0 Traffic Control All-way Stop Property Damage (PDO) 2 Total Crashes 2 Annual crash cost = $5,200 Statewide comparison = All-way STOP Total Crash Rate Fatal & Serious Injury Crash Rate Observed 0.492 Observed 0.000 Statewide Average 0.267 Statewide Average 0.221 Critical Rate 1.050 Critical Rate 15.510 Critical Index 0.47 Critical Index 0.00 The observed crash rate is the number of crashes per million entering vehicles (MEV). The critical rate is a statistical comparison based on similar intersections statewide. An observed crash rate greater than the critical rate indicates that the intersection operates outside the expected, normal range. The critical index reports the magnitude of this difference (i.e. observed crash rate ÷ critical crash rate). The observed total crash rate for this period is 0.49 per MEV; this is 53% below the critical rate. Based on similar statewide intersections, an additional 3 crashes over the five years would indicate this intersection operates outside the normal range. The observed fatal and serious injury crash rate for this period is 0.00 per 100 MEV; this is 100% below the critical rate. The intersection operates within the normal range. Developed by MnDOT Office of Traffic Engineering. January 2022. 5 FT CHAIN LINKFENCE5 FT CHAIN LINKFENCEC O N C R E T E C O N C R E T E C O N C R E T E B I T U M I N O U SB I T U M I N O U S BRICK WALLWOOD TIMBERWALLG R A S SG R A S SG R A S SG R A S SG R A S SPLAYGROUNDEQUIPMENTPROPERTY LINEPROPERTY LINEPROPERTY LINESOUTH LINE OF THE NW 1/4 OFTHE SE 1/4 OF SEC. 32 T.117 R.21ROADWAY & UTILITY EASEMENT PER DOC. NO. 3211764 10105 5 UTILITY EASEMENT PERBROADMORE ADDITIONCONCRETEMETAL RAILB I T U M I N O U SB I T U M I N O U SB I T U M I N O U SB I T U M I N O U SCONCRETECONCRETECONCRETECONCRETECONCRETE CONCRETECONCRETECONCRETECONCRETECONCRETE CONCRETE CONCRETEPTBL6 FT. WOODFENCENORTH PARKING51 PROPOSED STALLS(3 ACCESSIBLE, 48 REGULAR)EAST PARKINGNEW BIKE RACK (MATCHEXISTING) AND CONCRETE SLABREPLACE SECTIONOF DRIVE -CONFIRM EXACTAREA ONSITE WITHOWNER/ENGINEERCRACK SEAL AND SEAL COAT.STAY OUTSIDE OAK TREEROOT ZONES / DRIPLINESDRY STORMWATER BASINB6-12 CURB'DO NOT ENTER' OR'EXIT ONLY' SIGNPLAYGROUNDBUILDING ADDITION 2REFER TO ARCHITECTURAL PLANSFOR DIMENSIONS AND LAYOUTEAST PARKING66 EXISTING STALLS59 PROPOSED STALLS(3 ACCESSIBLE, 56 REGULAR)16 BUS STALLSBUILDINGADDITION 3REFER TOARCHITECTURAL PLANSFOR DIMENSIONS ANDLAYOUTBUILDINGADDITION 4REFER TOARCHITECTURALPLANS FORDIMENSIONS ANDLAYOUTBUILDING ADDITION 1REFER TO ARCHITECTURAL PLANSFOR DIMENSIONS AND LAYOUTRELOCATEDSHEDD4-12 CURBPLAYGROUNDEQUIPMENT ANDSURFACING BY OTHERSHARD PLAYSTOP SIGN'DO NOT ENTER' SIGNS10 987 654 321 10 987 654 321 FOUR BIG BLOCK WALLS NOTALLER THAN 18" WITHCONCRETE WALK INFILL.EXACT END OF BIG BLOCK SEAT WALLTO BE DETERMINED. STOP FENCE ATCONCRETE WALK START.INFILL AREA WITH GRO-LOWFRAGRANT SUMAC TO STABILIZE ANDDETER CUT-THROUGH. CAN TAKESNOW PACK AND SOME WALKING.CONCRETE PAD FOR SHEDGAGA PIT8.008.006.008.004' CHAIN LINK FENCE4' CHAIN LINK FENCECHAIN LINK FENCE WHERENEEDED TO MEET CODEAPPROXIMATE LOCATIONOF NEW STAIRSMULTIPLE TIERS OF BIG BLOCKWALLS TO KEEP EACH WALLBELOW 30" HEIGHTDateRegistration NumberCheck:Drawn:Date:Comm:I hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly Licensedunder the laws of the State ofHGFEDCBA12345678109CMNRevisionsDescriptionDateNumScale:NorthCOUNTRYSIDE5701 NORMANDALE ROADXXXXXXDISTRICT #2735701 BENTON AVENUE SOUTHEDINA, MN 55436INDEPENDENT SCHOOLAND CONCORDELEMENTARYEDINA, MN 5542405-27-2022LJDDAR1"=30'PROFESSIONAL ENGINEER05/27/2022DAVID A. REY40180MINNESOTASCHOOLS ADDITIONS7575 GOLDEN VALLEY ROAD, SUITE 200GOLDEN VALLEY, MINNESOTA 55427Phone: (763) 544-7129Email: goldenvalley@bolton-menk.comwww.bolton-menk.comCITY SUBMITTALNOT FOR CONSTRUCTIONNOTES:1.REFER TO SHEET C1.31, COUNTRYSIDE GRADING AND DRAINAGE PLAN, FOR GENERAL NOTES.2. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT.3.SIGNAGE SHALL GENERALLY BE INSTALLED 18" BEHIND THE BACK OF CURB.4.ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOT DESIGNATED TO BEPAVED SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SODDED OR SEEDED.5.WHERE NEW SOD MEETS EXISTING TURF, EXISTING TURF EDGE SHALL BE CUT TO ALLOW FORA CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BEACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TOALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING.6. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE ANACCEPTABLE TURF, THE CONTRACTOR SHALL RE-SOD OR RE-SEED ALL APPLICABLE AREAS,AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER.EXISTING PARKING COUNTS (94 TOTAL STALLS):CAR PARKING = 94 STALLSBUS PARKING = 12 STALLSPROPOSED PARKING COUNTS (110 TOTAL CAR STALLS):CAR PARKING = 110 STALLSBUS PARKING = 16 BUS STALLSACCESSIBLE PARKING STALL REQUIREMENTS = 6 STALLSACCESSIBLE PARKING STALLS PROVIDED = 6 STALLSSITE STATISTICS:LEGENDREFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)PROPOSED CONCRETE WALKPROPOSED CONCRETE SLABPROPOSED BITUMINOUS PAVEMENT CRACKSEAL / SEALCOATPROPOSED MEDIUM DUTY BITUMINOUS PAVEMENTPROPOSED HEAVY DUTY BITUMINOUS PAVEMENTPROPOSED STREET BITUMINOUS PAVEMENTPROPOSED TRAFFIC CONTROL SIGNPAINTED ACCESSIBLE SYMBOLPROPOSED MANHOLE (MH)PROPOSED CATCH BASIN (CB)PROPOSED SURGE BASIN (SB)PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANSPROPERTY LINE1C2.11C1.21COUNTRYSIDEFINISHING PLAN01530ADDITIONAL MASONRY WALLS TOACCOUNT FOR GRADE DIFFERENCE, ANDALSO ALLOW FOR STUDENT SEATINGPLAY AREA ISTHE SAME,JUST MOREDEFINEDHARD SURFACEAROUND THE BUILDINGADDITION IS REMOVEDEXISTING STAIR ISREMOVED ANDREPLACEDEXISTING AMPETHEATER STAIRIS REMOVED AND REPLACEDWITH NEW, MASONRY WALLS TOMAKE UP GRADE DIFFERENCEPRODUCT DATA CAN BEPROVIDED IF NEEDEDSMALL PORTION OFADDED FENCING TOENCOURAGE STUDENTSTO STAY OUT OFSTORMWATER BASIN. CHAIN LINK FENCE ISUSED THROUGHOUTTHE DISTRICTEXISTING, SMALLSHED, IS TO BERELOCATED FROMAROUND THE CORNERHARD PLAY AREA ISSIMILAR, JUST MOREDEFINED AND DETAILEDCONCRETE WALKDESIGN IS SIMILAR TOORIGINAL, JUSTSHIFTED EASTNO CHANGE TO:- PARKING LOTS- PARKING COUNTS- CURB CUTS- LIGHTING- MINIMAL CHANGES TOGRADING ONLY IN RELATION TOTHE PLAYGROUND ORIGINAL SUBMITTAL SHEET UPDN??CLASSROOM CLASSROOMCLASSROOMTOILETWASHGIRLSCUSTODIALSTAIRCLASSROOMCLASSROOMSTAFF LOUNGECLASSROOMCLASSROOM CLASSROOMCLASSROOMCONFCONFEXTENDED LEARNINGTECH STORCONFCONFCLASSROOM CLASSROOMCLASSROOMCLASSROOMCLASSROOMCLASSROOMWASHYLTLTTLTCUSTTLTWASHSTOR/MECHSTOR/MECHMECHSUMPELEVCLASSROOMCUSTODIALCLASSROOMWASHBOYSCLASSROOM CLASSROOMSPECIALISTCONFCONFMEDIA CENTERLEARNING COMMONSCONFCONFCONFCLASSROOM CLASSROOM CLASSROOM CLASSROOM CLASSROOMMUSICKILN/STORARTBOYSWASHELCUSTTLTWASHGIRLSELEVATORTLTTLTKINDERGARTENKINDERGARTENTLTSTORAGEFLEXCLASSROOMCLASSROOMMULTIPURPOSE ROOMSTORAGETLTKINDERGARTENLOCKERSSTORYSGTELECTLTSTAFF LOUNGEBAND STORBANDGYMSTORSTORLOCKERSKINDERGARTENKINDERGARTENLOCKERSKIDS CLUBSTORSPEDCALM ROOMOFFICETLTSM. GROUP SM. GROUP SM. GROUPCLASSROOMTLTCUSTODIALTLTSTORCAFETERIAKITCHENSTORMOTORCB FBDRESOURCESTORSPEECHLDSTORMAIN OFFICEOFFICEOFFICEOFFICECONFNURSETLTNURSEOFFICECUSTODIALWORK ROOMDHH/OTTLTSTORSTORSTORBOILERBIM 360://2023 Countryside Elementary Addition/222005 Countryside Addition _ 2021 Central.rvt5/26/2022 3:55:50 PMISD #2732023 COUNTRYSIDE & CONCORD ELEMENTARY ADDITIONSMay 27, 2022Comm No: 222005/222026BIM 360://2023 Countryside Elementary Addition/222005 Countryside Addition _ 2021 Central.rvtCOUNTRYSIDEUPPER & LOWERFLOOR PLANSCUP CS A1.101" = 40'-0"UPPER LEVEL FLOOR PLAN130' 60'01" = 40'-0"MAIN LEVEL FLOOR PLAN230' 60'EXISTINGNEWEXISTINGNEWEXISTINGNEWEXISTINGNEWEXISTINGNEWEXISTINGNEWEXISTINGNEW EXISTINGNEWEXISTINGEXISTINGEXISTINGNEWEXISTINGNEWEXISTINGNEWEXISTINGNEW MAIN ENTRYEXISTING RAMP TO REMAINPORTION OF ADDITION WILLNOT BE CONSTRUCTED.EXISTING FACADE AT PLANWEST TO REMAIN BIM 360://2023 Countryside Elementary Addition/222005 Countryside Addition _ 2021 Central.rvt5/26/2022 3:55:53 PMISD #2732023 COUNTRYSIDE & CONCORD ELEMENTARY ADDITIONSMay 27, 2022Comm No: 222005/222026BIM 360://2023 Countryside Elementary Addition/222005 Countryside Addition _ 2021 Central.rvtCOUNTRYSIDE NEWBUILDINGELEVATIONSCUP CS A2.101/16" = 1'-0"CLASSROOM SOUTH ELEVATION112' 24'01/16" = 1'-0"CLASSROOM WEST ELEVATION212' 24'01/16" = 1'-0"SPED EAST ELEVATION512' 24'01/16" = 1'-0"MULTI-PURPOSE SOUTH ELEVATION712' 24'01/16" = 1'-0"MULTI-PURPOSE WEST ELEVATION612' 24'01/16" = 1'-0"LINK NORTH ELEVATION312' 24'01/16" = 1'-0"LINK SOUTH ELEVATION412' 24'EXISTINGNEWEXISTINGNEWEXISTINGNEWEXISTING NEWKEY PLAN1234576COPING TO MATCH EXISTINGLOUVERSBRICK TO MATCHEXISTING STUCCO OVERHANGGLAZINGSTUCCOCOPING TO MATCH EXISTINGBRICK TO MATCHEXISTING STUCCO OVERHANGGLAZINGSTUCCO TO MATCH EXISTINGLOUVERSPRECAST SILLSLOUVERSEXISTING ELEVATIONCONTINUESBRICK FINS TO MATCH EXISTINGLOUVERSPRECAST COLUMN CAPBRICK TO MATCHEXISTING COPING TO MATCH EXISTINGGLAZING BRICK TO MATCHEXISTING COPING TO MATCH EXISTINGGLAZING PRECAST SILLSBRICK PLANTERLOUVERSEXISTING ELEVATIONCONTINUESBRICK TO MATCHEXISTING COPING TO MATCH EXISTINGGLAZING PRECAST SILLSEXISTING ELEVATIONCONTINUESBRICK TO MATCHEXISTING COPING TO MATCH EXISTINGGLAZING PRECAST SILLSBRICK TO MATCHEXISTING COPING TO MATCH EXISTINGTHIS ELEVATION IS NOLONGER NEW AND WILLREMAIN AS EXISTING Date: June 29, 2022 Agenda Item #: VI.C . To:P lanning C ommission Item Type: R eport and R ecommendation F rom:C ary Teague, C ommunity Development Director Item Activity: Subject:P UBLI C HEAR I NG : C UP for C oncord Elementary S chool at 5900 C onc ord Ave. Ac tion C ITY O F E D IN A 4801 West 50th Street Edina, MN 55424 www.edinamn.gov A C TI O N R EQ U ES TED: Approve the C U P request as submitted. I N TR O D U C TI O N: Edina P ublic S chools are requesting a C onditional Use P ermit for a small building addition to add a classroom at C oncord Elementary S chool at 5900 C oncord Avenue. AT TAC HME N T S: Description Staff Report Applicant Narrative Engineering Review Memo Better Together Public Hearing Comment Report Proposed Plans 1 of 2 Proposed Plans 2 of 2 Site Location and Zoning June 29, 2022 Planning Commission Cary Teague, Community Development Director Conditional Use Permit – (Concord School), 5900 Concord Ave. Information / Background: The Edina Public Schools are proposing an addition to the east side of Concord School located at 5900 Concord Ave. The conditional use permit request is to add one additional SPED room, and one additional general classroom to the east side of the building. The goal of the school's addition is to support the growing SPED program at Concord, provide classroom flexibility for the school and improve accessibility to the building. The entries on the east side of the school are elevated approximately two (2) feet above the first-floor level, making entry to the school difficult for those with accessibility requirements. The accessible route added at this entry would allow opportunity to those entering the building from the parking lot, the parent drop off loop, and the playground, all of which are located on the east side of the site. The building addition at Concord and reconfigured entrance conform to the conditional use permit requirements within the R-1 zoning district. The number of parking spaces required for the site including new improvements is 80 spaces with the site providing 118 spaces. The request requires a conditional use permit for building expansion. SUPPORTING INFORMATION STAFF REPORT Page 2 Surrounding Land Uses Northerly: ISD 273 athletic fields; zoned and guided low-density residential. Easterly: Single-family homes; zoned and guided low-density residential. Southerly: Single-family homes; zoned and guided low-density residential. Westerly: Single-family homes; zoned and guided low-density residential. Existing Site Features The existing site contains the school, parking areas, playground/athletic fields, and mature trees. Planning Guide Plan designation: Public/semi-public Zoning: R-1, Single Dwelling Unit District Conditional Use Permit Per Section 36-305, the City Council shall not grant a Conditional Use Permit unless it finds that the establishment, maintenance, and operation of the use: 1. Does not have an undue adverse impact on governmental facilities, utilities, services or existing or proposed improvements. The project would not have an adverse impact on the above. The existing utilities are adequate to serve the proposed use. 2. Will generate traffic within the capacity of the streets serving the property. The improvements would not generate any increase in traffic or increase usage of school facilities. The application would not require larger infrastructure improvements related to the streets around the school. Engineering staff has reviewed the plans. 3. Does not have an undue adverse impact on the public health, safety, or welfare. Staff does not believe the project would have an adverse impact on public health, safety, or welfare. The addition with access modifications will improve on-site safety. Engineering staff does not believe any right of way improvements would be necessary. 4. Will not impede the normal and orderly development and improvement of other property in the vicinity. The proposed improvements would not impede development in the area. STAFF REPORT Page 3 5. Conforms to the applicable restrictions and special conditions of the district in which it is located as imposed by this Section. The proposed project meets all city code provisions. Schools with building expansions and access improvements are conditionally permitted uses within the R-1 Zoning District. 6. Is consistent with the Comprehensive Plan. As mentioned previously, building expansions are a conditionally permitted use within the R-1 zoning district. The proposed use is consistent with the Comprehensive Plan. Landscaping The city forester has reviewed the proposed plan and determined the existing trees and landscaping are adequate and conform to zoning given the small addition. Grading/Drainage/Utilities The city engineer has reviewed the proposed plans and found them to be generally acceptable. An engineering memorandum is attached requesting submissions for permit application. Any approvals of this project would be subject to review and approval of the Minnehaha Creek Watershed Districts, as they are the City’s review authority over the grading of the site. Compliance Table City Standard Proposed North setback East setback South setback West setback 50 feet 50 feet 50 feet 50 feet +50 feet (existing) 370 feet (existing) 125 feet (existing) 168 feet (existing) Parking Stalls 80 stalls 118 stalls (existing) Over-story Trees trees required (number is based on the perimeter of the site) Conforming trees existing on the site STAFF REPORT Page 4 PRIMARY ISSUES/STAFF RECOMMENDATION Primary Issue  Is the Conditional Use Permit (CUP) criteria met? Yes, staff believes the criteria is met. 1. The proposal meets the Conditional Use Permit findings. As demonstrated on pages 2-3 of this report, the findings for a conditional use permit would be met. 2. The proposal meets all minimum Zoning Ordinance standards. All setback requirements would be met. 3. The proposal would improve access to door openings on the site. The number of parking stalls remains in compliance the Zoning Ordinance. Staff Recommendation Recommend that the City Council approve the Conditional Use Permit for an addition to Concord school at 5900 Concord Ave. Approval is based on the following findings: 1. The proposal meets the Conditional Use Permit conditions per Chapter 36 Sec. 36-305 of the Edina Zoning Ordinance. 2. The proposal meets all applicable Zoning Ordinance requirements. 3. The proposed project meets all city code provisions and is consistent with the Comprehensive Plan. Public schools and associated parking lots are a conditionally permitted use within the R-1 Zoning District. Approval is subject to the following conditions: 1. The site must be developed and maintained in conformance with the following plans:  Site plan date stamped, May 22, 2022.  Grading and drainage plan date stamped, May 22, 2022.  Landscaping plan date stamped, May 22, 2022.  Geometric plan date stamped, May 22, 2022.  Utility and erosion control plan date stamped, May 22, 2022. STAFF REPORT Page 5 2. A building and grading permit is required for the improvements. Compliance with the engineer’s memorandum dated June 13, 2022. 3. Submit a copy of the Nine Mile Creek Watershed District permit. The city may require revisions to the approved plans to meet the district’s requirements. Deadline for a city decision: July 30, 2022 DATE: 6/13/2022 TO: 5900 Concord Avenue, Concord Elementary School, Development Team CC: Cary Teague – Community Development Director FROM: Mattias Oddsson, Engineering Intern Zuleyka Marquez, PE, Graduate Engineer RE: 5900 Concord Ave – Conditional Use Permit Review The Engineering Department has reviewed the subject property for pedestrian facilities, utility connections, grading, flood risk, and storm water. Plans reviewed included c ivil, landscape, and survey drawings stamped 5/27/2022. Note, work completed in 2021 and in progress under permits ED189263 and ED196060 includes playground updates and mitigation via a filtration basin, respectively. Review Comment Required For General 1. Deliver as -built records of public and private utility infrastructure post construction. Certificate of Occupancy 2. Maintenance of sidewalks to be responsibility of property owner. 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 Living Streets 4. Design sidewalks to meet ADA requirements. Grading/Building Permit Traffic and Street 5. Review fire access requirements with fire department. Fire truck turning template attached. Grading/Building Permit 6. (a) Concord Avenue was reconstructed in 2008. (b) School Rd and Ruth Dr were milled and overlaid in 2017 . Avoid any damage. Damage to be repaired per standard plates 540 and 543 for (a) and 542 for (b). Certificate of Occupancy Sanitary and Water Utilities 7. Verify fire demand and hydrant locations. Grading/Building Permit 8. Domestic water shall be sized by the developer’s engineer. Grading/Building Permit 9. Domestic sanitary shall be sized by the developer’s engineer. Grading/Building Permit 10. Apply for a sewer & water connection permit with Public Works. Prior to Starting Utility Work 10.1 Meter required for building service line and combined lines. No meter required for fire only service line. Grading/Building Permit 10.2 Public Works to determine acceptable installation methods. Grading/Building Permit 11. Disconnected sanitary and water services to be capped at main. 12. 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 13. Single connection from main for fire and domestic, split after main connection. Grading/Building Permit 14. Site overlaps with inner wellhead management zone. Infiltration must be outside of zone. Certificate of Occupancy Storm Water Utility 15. Provide final geotechnical report with soil borings. Grading/Building Permit 16. Local 1% annual chance floodplain with an elevation of 883.2’ located onsite. Provide the proposed lowest opening elevation for the new structure. Must not be less than 885.2’. Grading/Building Permit 17. Provide net cut/fill calculations for any grade changes below 883.2’. Grading/Building Permit 18. Provide hydraulic and hydrologic report meeting watershed and state construction site permit requirements. Note, not yet provided for this review. Applicant indicated deferred submittal (after WD has reviewed). Grading/Building Permit 19. Submit watershed district permit and copies of private maintenance agreement in favor of watershed. Grading/Building Permit Grading Erosion and Sediment Control 20. A SWPPP consistent with the State General Construction Site Stormwater Permit is required. Grading/Building Permit Constructability and Safety 21. Construction staging, traffic control, and pedestrian access plans will be required. Grading/Building Permit Other Agency Coordination 22. MDH, MPCA and MCES permits required as needed. Grading/Building Permit 23. Minnehaha Creek Watershed District permit is required. Grading/Building Permit Sustainability 24. Consider installation of electric vehicle chargers for a minimum of 5% of additional proposed parking and wiring an additional 10% for EV conversion in the future. General Comment 25. See Sustainable Design Questionnaire for additional considerations , including: • Utilize Xcel Energy’s Energy Design Assistance or Energy Efficient Buildings, and/or CenterPoint Energy’s Builder and Developer programs f or this development to optimize building performance. • Install appliances and equipment that are Energy Star or EPA WaterSense certified. • Consider rooftop solar. Use UMN’s Solar Suitability map to assess solar opportunity, and the National Renewable Energy Lab’s calculator to assess solar production. 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