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11-15-22 City Council AgendaNovember 15, 2022 — 6:30 PM Council Chambers Hybrid Meeting 1. Call to Order 1A. Pledge of Allegiance and Land Acknowledgement 1B. Roll Call 1C. New Employee Introductions and Swearing-In/Promotions Ceremony 1D.2022 Small Business Saturday Proclamation 2.Additions and Corrections to Agenda 3.Consent Agenda Approval of Consent Agenda - All items listed under this heading are considered to be routine by the City Council and will be enacted by one motion. There will be no discussion of these items unless a Council Member so requests in which event the item will be removed from the general order of business and considered in its normal sequence on the agenda. 3A. Approval of Check Register 3B. Bids, Quotes, and Contracts: 3B.1. Approve Professional Services Agreement with Aviellah Curriculum and Consulting 3B.2. Adopt Resolution No. 22-102, Douglas Drive and TH 55 Pedestrian Underpass and Roundabout Project Right of Way and Easements for 6125 Olson Memorial Highway: a. Approve City of Golden Valley Right of Way Plat No. 1 b. Approve Easement Agreement with Perpich Center for Arts Education 3C. Receive and File September 2022 Quarterly Financial Reports CITY COUNCIL REGULAR MEETING AGENDA City Council meetings are being conducted in a hybrid format with in-person and remote options for attending, participating, and commenting. The public can make statements in this meeting during public comment sections, including the public forum beginning at 6:20 pm. Remote Attendance/Comment Options: Members of the public may attend this meeting by watching on cable channel 16, streaming on CCXmedia.org, streaming via Webex, or by calling 1-415-655-0001 and entering access code 2456 887 7756. Members of the public wishing to address the Council remotely have two options: Via web stream - Stream via Webex and use the ‘raise hand’ feature during public comment sections. Via phone - Call 1-415-655-0001 and enter meeting code 2456 887 7756 . Press *3 to raise your hand during public comment sections. City of Golden Valley City Council Regular Meeting November 15, 2022 — 6:30 PM 1 4A.Ordinance No. 749, McDonalds PUD No. 58, Amendment No. 2, 730 Winnetka Avenue North 4B.Ordinance No. 750, Conditional Use Permit No. 174 to Allow for Automobile Sales and Service at 650 Ottawa Avenue North 5. Old Business 6. New Business All Ordinances listed under this heading are eligible for public input. 6A.Second Consideration of Ordinance No. 747, Establishing A 2023 Master Fee Schedule, Resolution No. 22-103 6B.Second Consideration of Ordinance No. 748, Repealing Article IV of the City Code Relating to the Licensing of Amusement Devices 6C.First Consideration of Ordinance No. 751, Board and Commission Term Limits 6D.First Consideration of Ordinance No. 752, Amending the City Code to Change the Human Services Commission (HSC) to a New Community Services Commission (CSC) 6E. Review of Council Calendar 6F. Mayor and Council Communications 1. Other Committee/Meeting updates 7. Adjournment City of Golden Valley City Council Regular Meeting November 15, 2022 — 6:30 PM 2 4. Public Hearing EXECUTIVE SUMMARY Physical Development 763-512-2345 / 763-512-2344 (fax) Golden Valley City Council Meeting November 15, 2022 Agenda Item 1D. 2022 Small Business Saturday Proclamation Prepared By Cherie Shoquist, Housing and Economic Development Manager Summary In recognition of local small businesses, the City of Golden Valley in partnership with Hennepin County will launch a Love Local campaign to encourage residents to support local businesses that create jobs, boost the local economy, and make our community vibrant and livable. Organizations across the country endorse the Saturday after Thanksgiving as Small Business Saturday. The Love Local campaign will promote Saturday, November 26, 2022 as Small Business Saturday in Golden Valley. Legal Considerations None. Equity Considerations Recognizing Small Business Saturday fits within the Economic Prosperity for All pillar of the City's Equity Plan as well as the Inclusive and Effective Community Engagement pillar. Recommended Action Motion to Proclaim Saturday, November 26, 2022 as Small Business Saturday in the City of Golden Valley. Supporting Documents Proclamation Recognizing Small Business Saturday 2022 Love Local 3 CITY OF GOLDEN VALLEY PROCLAMATION RECOGNIZING SMALL BUSINESS SATURDAY 2022 IN THE CITY OF GOLDEN VALLEY WHEREAS,the City of Golden Valley celebrates our local small businesses and the contributions they make to the local economy and community; according to the United States Census, there are over 38,000 small businesses with under 100 employees in Hennepin County, representing over 96% of all firms with paid employees in Hennepin County; and WHEREAS,according to the United States Small Business Administration, or SBA, small businesses continue to rebound from the economic recession brought on by the COVID-19 pandemic; in the six quarters following the recession, small businesses have rapidly added nearly 5.6 million jobs nationally; and over the past 25 years small businesses have accounted for two-thirds of the nation’s employment growth; and WHEREAS,for many local residents the Thanksgiving holiday kicks off a season of gathering, dining, shopping, and experiencing arts and culture, and consumers know that supporting small, independently-owned businesses have positive social, economic, and environmental impacts; and WHEREAS,the City of Golden Valley with Hennepin County and the Hennepin County Housing and Redevelopment Authority to launch the multijurisdictional Love Local campaign which encourages residents to support local businesses that create jobs, boost the local economy, and make our communities vibrant and livable; and WHEREAS,the SBA as well as advocacy groups and other public and private organizations across the county have endorsed the Saturday after Thanksgiving as Small Business Saturday. NOW, THEREFORE, BE IT RESOLVED,that the City Council of the City of Golden Valley do hereby proclaim, November 26, 2022, Small Business Saturday in Golden Valley and urge the residents of our community to support small businesses and merchants on Small Business Saturday and throughout the year. IN WITNESS WHEREOF,I have hereunto set my hand and caused the seal of the City of Golden Valley to be affixed on this 15th day of November 2022. ___________________________ Shepard M. Harris, Mayor 4 5 EXECUTIVE SUMMARY Administrative Services 763-512-2345 / 763-512-2344 (fax) Golden Valley City Council Meeting November 15, 2022 Agenda Item 3A. Approval of Check Register Prepared By Sue Virnig, Finance Director Summary Approval of the check register for various vendor claims against the City of Golden Valley. Document is located on city website at the following location: http://weblink.ci.golden-valley.mn.us/WebLink/Browse.aspx?id=927129&dbid=0&repo=GoldenValley The check register(s) for approval: 10-28-22 Check Register 11-10-22 Check Register Financial or Budget Considerations The check register has a general ledger code as to where the claim is charged. At the end of the register is a total amount paid by fund. Legal Considerations None. Equity Considerations None. Recommended Action Motion to authorize the payment of the bills as submitted. 6 EXECUTIVE SUMMARY Police 763-512-2345 / 763-512-2344 (fax) Golden Valley City Council Meeting November 15, 2022 Agenda Item 3B.1. Approve Professional Services Agreement with Aviellah Curriculum and Consulting Prepared By Maria Cisneros, City Attorney Alice White, Assistant Police Chief Summary In 2021, the City applied for and received a Reimaging Public Safety grant from the Pohlad Foundation. One of the activities funded by the grant is an audit of all of the Golden Valley Police Department's policies using a racial equity and criminal justice lens. The City published an RFP seeking a consultant to complete these work by providing the following services: leading and facilitating an internal “Policy Team” (comprised of City Staff, members of the PEACE Commission, Police Department personnel and community members); regularly engaging with City staff to provide routine updates on the progress of the comprehensive review; and providing written recommendations to both City Staff and the City Council throughout the review process. City staff from Police, Legal, Equity and Inclusion, and Human Resources reviewed proposals from qualified respondents, and recommend the Council approve the attached professional services agreement with Aviellah Curriculum and Consulting. Financial or Budget Considerations Funding for this item will come from the Reimagining Public Safety through Collaborative Solutions Grant from the Pohlad Family Foundation. Legal Considerations This contract is on the City's professional services agreement template and was reviewed and approved by the City Attorney. 7 Equity Considerations As part of its ongoing commitment to the Equity plan, specifically the pillars "providing unbiased programs and services" and "economic prosperity for all," the Collaborative Solutions team created a request for proposals (RFP) for the purpose of hiring an organization to conduct a racial equity audit of current police department policies and procedures. In collaboration with the Police department and Lexipol, the selected organization will use a race equity lens and community focused protocol to identify ways in which our current policies disproportionately impact Black, Indigenous, People of Color (BIPOC) communities, and offer recommendations for improvement. In addition, the contractor will facilitate positive and open dialogue with members of the public and the police department to increase transparency and trust. The Policy Audit subcommittee of the Collaborative Solutions team reviewed several proposals and selected Aviellah for their commitment to the specific goals of the Pohlad Family Foundation: 1. Innovate and transform traditional approaches to public safety. 2. Reduce the occurrence and severity of negative encounters between law enforcement and the community. 3. Actively confront racial disparities and history of racism to improve safety, trust and greater wellbeing among Black, Indigenous and people of color (BIPOC). In its RFP response, Aviellah stated: "Our commitment to community engagement and inclusion focuses on access and community relevance. By designing outreach and engagement that centers the community at hand, we avoid reaching out to the community in ways that aren’t effective or relevant for that community." The Policy Audit team agreed that Aveillah's commitment to community and experience working with police and public safety adds tremendous value to the policy audit work outlined in our grant agreement and aligns with the City's equity goals and values.. Recommended Action Motion to approve Professional Services Agreement with Aviellah Curriculum and Consulting for racial equity review of police department policies. Supporting Documents Professional Services Agreement - Aviellah 8 1 PROFESSIONAL SERVICES AGREEMENT FOR RACIAL EQUITY POLICY AUDIT THIS AGREEMENT is made this November 15, 2022 (“Effective Date”) by and between Aviellah Curriculum and Consulting L.L.C. a Minnesota limited liability company with its principal office located at 1425 11th Avenue North, Minneapolis, MN 55411 (“Contractor”), and the City of Golden Valley, Minnesota, a Minnesota municipal corporation located at 7800 Golden Valley Road, Golden Valley, MN 55427 (the “City”): RECITALS A. Contractor is engaged in the business of providing equity-focused strategic planning, training and policy review. B. The City desires to hire Contractor to provide racial equity-focused police policy audit services as part of its Collaborative Solutions to Reimagining Public Safety work. C. Contractor represents that it has the professional expertise and capabilities to provide the City with the requested services. D. The City desires to engage Contractor to provide the services described in this Agreement and Contractor is willing to provide such services on the terms and conditions in this Agreement. NOW, THEREFORE, in consideration of the terms and conditions expressed in this Agreement, the City and Contractor agree as follows: AGREEMENT 1. Services. Contractor agrees to provide the City with the services as described in the attached Exhibit A (the “Services”). Exhibit A shall be incorporated into this Agreement by reference. All Services shall be provided in a manner consistent with the level of care and skill ordinarily exercised by professionals currently providing similar services. 2. Time for Completion. The Services shall be completed on or before November 15, 2023, provided that the parties may extend the stated deadlines upon mutual written agreement. This Agreement shall remain in force and effect commencing from the effective date and continuing until the completion of the project, unless terminated by the City or amended pursuant to the Agreement. 3. Consideration. The City shall pay Contractor for the Services according to the terms on the attached hereto as Exhibit B. The consideration shall be for both the Services performed by Contractor and any expenses incurred by Contractor in performing the Services. Contractor shall submit statements to the City upon completion of the Services. The City shall pay Contractor within thirty (35) days after Contractor’s statements are submitted. 4. Termination. Notwithstanding any other provision hereof to the contrary, this Agreement may be terminated as follows: 9 2 a. The parties, by mutual written agreement, may terminate this Agreement at any time; b. Contractor may terminate this Agreement in the event of a breach of the Agreement by the City upon providing thirty (30) days’ written notice to the City; c. The City may terminate this Agreement at any time at its option, for any reason or no reason at all; or d. The City may terminate this Agreement immediately upon Contractor’s failure to have in force any insurance required by this Agreement. In the event of a termination, the City shall pay Contractor for Services performed to the date of termination and for all costs or other expenses incurred prior to the date of termination. 5. Amendments. No amendments may be made to this Agreement except in a writing signed by both parties. 6. Remedies. In the event of a termination of this Agreement by the City because of a breach by Contractor, the City may complete the Services either by itself or by contract with other persons or entities, or any combination thereof. These remedies provided to the City for breach of this Agreement by Contractor shall not be exclusive. The City shall be entitled to exercise any one or more other legal or equitable remedies available because of Contractor’s breach. 7. Records/Inspection. Pursuant to Minnesota Statutes § 16C.05, subd. 5, Contractor agrees that the books, records, documents, and accounting procedures and practices of Contractor, that are relevant to the contract or transaction, are subject to examination by the City and the state auditor or legislative auditor for a minimum of six years. Contractor shall maintain such records for a minimum of six years after final payment. The parties agree that this obligation will survive the completion or termination of this Agreement. 8. Indemnification. To the fullest extent permitted by law, Contractor, and Contractor’s successors or assigns, agree to protect, defend, indemnify, save, and hold harmless the City, its officers, officials, agents, volunteers, and employees from any and all claims; lawsuits; causes of actions of any kind, nature, or character; damages; losses; or costs, disbursements, and expenses of defending the same, including but not limited to attorneys’ fees, professional services, and other technical, administrative or professional assistance resulting from or arising out of Contractor’s (or its subcontractors, agents, volunteers, members, invitees, representatives, or employees) performance of the duties required by or arising from this Agreement, or caused in whole or in part by any negligent act or omission or willful misconduct by Contractor, or arising out of Contractor’s failure to obtain or maintain the insurance required by this Agreement. Nothing in this Agreement shall constitute a waiver or limitation of any immunity or limitation on liability to which the City is entitled. The parties agree that these indemnification obligations shall survive the completion or termination of this Agreement. 9. Insurance. Contractor shall maintain reasonable insurance coverage throughout this Agreement. Contractor agrees that before any work related to the approved project can be performed, Contractor shall maintain at a minimum: Worker’s Compensation Insurance as required by Minnesota Statutes, section 176.181; Business Auto Liability in an amount not less than $1,000,000.00 per occurrence; Professional Liability in an amount not less than $1,000,000.00 per occurrence; and Commercial General Liability in an amount of not less than $1,000,000.00 per occurrence for bodily injury or death arising out of each occurrence, and $1,000,000.00 per occurrence for property damage, $2,000,000.00 aggregate. To meet the Commercial General Liability and Business Auto Liability requirements, Contractor may use a 10 3 combination of Excess and Umbrella coverage. Contractor shall provide the City with a current certificate of insurance including the following language: “The City of Golden Valley is named as an additional insured with respect to the commercial general liability, business automobile liability and umbrella or excess liability, as required by the contract. The umbrella or excess liability policy follows form on all underlying coverages.” Such certificate of liability insurance shall list the City as an additional insured and contain a statement that such policies of insurance shall not be canceled or amended unless 30 days’ written notice is provided to the City, or 10 days’ written notice in the case of non-payment. 10. Subcontracting. Neither the City nor Contractor shall assign, or transfer any rights under or interest (including, but without limitation, moneys that may become due or moneys that are due) in the Agreement without the written consent of the other except to the extent that the effect of this limitation may be restricted by law. Unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under this Agreement. Nothing contained in this paragraph shall prevent Contractor from employing such independent Contractors, associates, and subcontractors, as it may deem appropriate to assist it in the performance of the Services required by this Agreement. Any instrument in violation of this provision is null and void. 11. Assignment. Neither the City nor Contractor shall assign this Agreement or any rights under or interest in this Agreement, in whole or in part, without the other party’s prior written consent. Any assignment in violation of this provision is null and void. 12. Independent Contractor. Contractor is an independent contractor. Contractor’s duties shall be performed with the understanding that Contractor has special expertise as to the services which Contractor is to perform and is customarily engaged in the independent performance of the same or similar services for others. Contractor shall provide or contract for all required equipment and personnel. Contractor shall control the manner in which the services are performed; however, the nature of the Services and the results to be achieved shall be specified by the City. The parties agree that this is not a joint venture and the parties are not co-partners. Contractor is not an employee or agent of the City and has no authority to make any binding commitments or obligations on behalf of the City except to the extent expressly provided in this Agreement. All services provided by Contractor pursuant to this Agreement shall be provided by Contractor as an independent contractor and not as an employee of the City for any purpose, including but not limited to: income tax withholding, workers' compensation, unemployment compensation, FICA taxes, liability for torts and eligibility for employee benefits. 13. Compliance with Laws. Contractor shall exercise due professional care to comply with applicable federal, state and local laws, rules, ordinances and regulations in effect as of the date Contractor agrees to provide the Services. Contractor’s guests, invitees, members, officers, officials, agents, employees, volunteers, representatives, and subcontractors shall abide by the City’s policies prohibiting sexual harassment and tobacco, drug, and alcohol use as defined on the City’s Tobacco, Drug, and Alcohol Policy, as well as all other reasonable work rules, safety rules, or policies, and procedures regulating the conduct of persons on City property, at all times while performing duties pursuant to this Agreement. Contractor agrees and understands that a violation of any of these policies, procedures, or rules constitutes a breach of the Agreement and sufficient grounds for immediate termination of the Agreement by the City. 14. Entire Agreement. This Agreement, any attached exhibits, and any addenda signed by the parties shall constitute the entire agreement between the City and Contractor, and supersedes any other written or oral agreements between the City and Contractor. This Agreement may only be modified in a writing 11 4 signed by the City and Contractor. If there is any conflict between the terms of this Agreement and the referenced or attached items, the terms of this Agreement shall prevail. If there is any conflict between Exhibits A and B, the terms of Exhibit B shall prevail. 15. Third Party Rights. The parties to this Agreement do not intend to confer any rights under this Agreement on any third party. 16. Choice of Law and Venue. This Agreement shall be governed by and construed in accordance with the laws of the state of Minnesota. Any disputes, controversies, or claims arising out of this Agreement shall be heard in the state or federal courts of Hennepin County, Minnesota, and all parties to this Agreement waive any objection to the jurisdiction of these courts, whether based on convenience or otherwise. 17. Conflict of Interest. Contractor shall use reasonable care to avoid conflicts of interest and appearances of impropriety in representation of the City. In the event of a conflict of interest, Contractor shall advise the City and, either secure a waiver of the conflict, or advise the City that it will be unable to provide the requested Services. 18. Work Products and Ownership of Documents. All records, information, materials, and work product, including, but not limited to the completed reports, data collected from or created by the City or the City’s employees or agents, raw market data, survey data, market analysis data, and any other data, work product, or reports prepared or developed in connection with the provision of the Services pursuant to this Agreement shall become the property of the City, but Contractor may retain reproductions of such records, information, materials and work product. Regardless of when such information was provided or created, Contractor agrees that it will not disclose for any purpose any information Contractor has obtained arising out of or related to this Agreement, except as authorized by the City or as required by law. Notwithstanding the foregoing, nothing in this Agreement shall grant or transfer any rights, title or interests in any intellectual property created by Contractor prior to the effective date of this Agreement; however, to the extent Contractor generates reports or recommendations for the City using proprietary processes or formulas, Contractor shall provide the City (1) factual support for such reports and recommendations; (2) a detailed explanation of the method used and data relied upon to arrive at the recommendation; and (3) a detailed explanation of the rationale behind the methodology used. All of the obligations in this paragraph shall survive the completion or termination of this Agreement. 19. Agreement Not Exclusive. The City retains the right to hire other professional Contractor service providers for this or other matters, in the City’s sole discretion. 20. Data Practices Act Compliance. Any and all data provided to Contractor, received from Contractor, created, collected, received, stored, used, maintained, or disseminated by Contractor pursuant to this Agreement shall be administered in accordance with, and is subject to the requirements of the Minnesota Government Data Practices Act, Minnesota Statutes, Chapter 13. Contractor agrees to notify the City within three business days if it receives a data request from a third party. This paragraph does not create a duty on the part of Contractor to provide access to public data to the public if the public data are available from the City, except as required by the terms of this Agreement. These obligations shall survive the termination or completion of this Agreement. 21. No Discrimination. Contractor agrees not to discriminate in providing products and services under this Agreement on the basis of race, color, sex, creed, national origin, disability, age, sexual orientation, status with regard to public assistance, or religion. Violation of any part of this provision may lead to immediate 12 5 termination of this Agreement. Contractor agrees to comply with the Americans with Disabilities Act as amended (“ADA”), section 504 of the Rehabilitation Act of 1973, and the Minnesota Human Rights Act, Minnesota Statutes, Chapter 363A. Contractor agrees to hold harmless and indemnify the City from costs, including but not limited to damages, attorneys’ fees and staff time, in any action or proceeding brought alleging a violation of these laws by Contractor or its guests, invitees, members, officers, officials, agents, employees, volunteers, representatives and subcontractors. Upon request, Contractor shall provide accommodation to allow individuals with disabilities to participate in all Services under this Agreement. Contractor agrees to utilize its own auxiliary aid or service in order to comply with ADA requirements for effective communication with individuals with disabilities. 22. Authorized Agents. The City’s authorized agent for purposes of administration of this contract is Kirsten Santelices, the Deputy City Manager/HR Director of the City, or designee. Contractor’s authorized agent for purposes of administration of this contract is Rebecca Nathan, or designee who shall perform or supervise the performance of all Services. 23. Notices. Any notices permitted or required by this Agreement shall be deemed given when personally delivered or upon deposit in the United States mail, postage fully prepaid, certified, return receipt requested, addressed to: CONTRACTOR THE CITY Rebecca Nathan 1425 11th Avenue North Minneapolis, MN 55411 aviellahcc@gmail.com Kirsten Santelices City of Golden Valley 7800 Golden Valley Road Golden Valley, MN 55427 ksantelices@goldenvalleymn.gov or such other contact information as either party may provide to the other by notice given in accordance with this provision. 24. Waiver. No waiver of any provision or of any breach of this Agreement shall constitute a waiver of any other provisions or any other or further breach, and no such waiver shall be effective unless made in writing and signed by an authorized representative of the party to be charged with such a waiver. 25. Headings. The headings contained in this Agreement have been inserted for convenience of reference only and shall in no way define, limit or affect the scope and intent of this Agreement. 26. Payment of Subcontractors. Contractor agrees that it must pay any subcontractor within 10 days of the prime contractor’s receipt of payment from the City for undisputed Services provided by the subcontractor. Contractor agrees that it must pay interest of 1-1/2 percent per month or any part of a month to the subcontractor on any undisputed amount not paid on time to the subcontractor. The minimum monthly interest penalty payment for an unpaid balance of $100 or more is $10. For an unpaid balance of less than $100, the prime contractor shall pay the actual penalty due to the subcontractor. A subcontractor who prevails in a civil action to collect interest penalties from a prime contractor must be awarded its costs and disbursements, including attorneys’ fees, incurred in bringing the action. 27. Publicity. At the City’s request, the City and Contractor shall develop language to use when discussing the Services. Contractor agrees that Contractor shall not release any publicity regarding the Services or 13 6 the subject matter of this Agreement without prior consent from the City. Contractor shall not use the City’s logo or state that the City endorses its services without the City’s advanced written approval. 28. Severability. In the event that any provision of this Agreement shall be illegal or otherwise unenforceable, such provision shall be severed, and the balance of the Agreement shall continue in full force and effect. 29. Signatory. Each person executing this Agreement (“Signatory”) represents and warrants that they are duly authorized to sign on behalf of their respective organization. In the event Contractor did not authorize the Signatory to sign on its behalf, the Signatory agrees to assume responsibility for the duties and liability of Contractor, described in this Agreement, personally. 30. Counterparts and Electronic Signatures. This Agreement may be executed in two or more counterparts, each of which shall be deemed an original, but all of which taken together shall constitute one and the same instrument. This Agreement may be transmitted by electronic mail in portable document format (“pdf”) and signatures appearing on electronic mail instruments shall be treated as original signatures. 31. Recitals. The City and Contractor agree that the Recitals are true and correct and are fully incorporated into this Agreement. [Remainder of page left blank intentionally. Signature page follows.] 14 7 IN WITNESS WHEREOF, the City and Contractor have caused this Professional Services Agreement to be executed by their duly authorized representatives in duplicate on the respective dates indicated below. AVIELLAH CURRICULUM AND CONSULTING L.L.C.: CITY OF GOLDEN VALLEY: By: _________________________________ Rebecca Nathan, Owner By: _________________________________ Shepard M. Harris, Mayor By: _________________________________ Timothy J. Cruikshank, City Manager 15 EXHIBIT A SCOPE OF SERVICES 16 17 EXHIBIT B FEE SCHEDULE 18 EXECUTIVE SUMMARY Physical Development 763-512-2345 / 763-512-2344 (fax) Golden Valley City Council Meeting November 15, 2022 Agenda Item 3B.2. Adopt Resolution No. 22-102, Douglas Drive and TH 55 Pedestrian Underpass and Roundabout Project Right of Way and Easements for 6125 Olson Memorial Highway: a. Approve City of Golden Valley Right of Way Plat No. 1 b. Approve Easement Agreement with Perpich Center for Arts Education Prepared By Jeff Oliver, City Engineer R.J. Kakach, PE, Assistant City Engineer Summary As part of the Douglas Drive and Trunk Highway 55 (TH 55) Pedestrian Underpass project, additional easement is required in certain areas to accommodate infrastructure that is needed to properly construct the project. The Perpich Center for Arts Education (PCAE), at 6125 Olson Memorial Highway, is one of the properties that requires additional easement to accommodate the new mini roundabout to the north and west of the PCAE building. PCAE is owned by the State of Minnesota. Staff worked PCAE staff and the Department of Administration and it was decided by the State that the easement area would be donated to the City for this project. Instead of a legal description of the easement area, a City of Golden Valley Right of Way plat is recommended for approval, then included in the attached Easement Agreement. This was agreed upon by the State and the City to provide easement over areas in which the new mini roundabout and associated sidewalks, trails, and other utilities will reside. Financial or Budget Considerations None, the easement rights are being donated to the City by the State of Minnesota. Legal Considerations The agreement was reviewed and approved by the City Attorney. Equity Considerations By donating this right of way easement to the City and upon project completion, the area will be more equitable to all users, not just vehicles that are primarily using this intersection as it exists today. Recommended Action Motion to adopt Resolution No. 22-102 authorizing approval of Golden Valley Right of Way Play No. 1 and execution of the Easement Agreement with the Perpich Center for Arts Education for the Douglas Drive and TH 55 Pedestrian Underpass and Roundabout Project SAP 128-594-003. 19 Supporting Documents City of Golden Valley Right of Way Plat No. 1 Easement Agreement with the Perpich Center for Arts Education Resolution No. 22-102 20 21 1  EASEMENT AGREEMENT  This agreement (hereinafter “Easement” or “Agreement”) made this day of , 2022, between the State of Minnesota, sovereign entity, acting by and through its Department of Administration on behalf of the Perpich Center for Arts Education (hereinafter “Grantor”), and City of Golden Valley, a municipal corporation organized and existing under the laws of the State of Minnesota (hereinafter “Grantee”). Recitals A.Grantor’s Commissioner of Administration has authority under the provisions of Minnesota Statutes Section 16B.26, and with the rules promulgated thereto, to grant easements over certain state-owned property; B.Grantor owns the land legally described in the attached Exhibit A, the contents of which are incorporated herein by reference, all of which lands are situated in Hennepin County, Minnesota, (hereinafter “Property”); C.Grantee wishes to acquire an easement from Grantor for ingress, egress, and utility purposes on the Property (also hereinafter referred to as the “Easement Area”); D.Grantor desires to grant to Grantee an easement subject to the terms and conditions contained herein and restricted by easements, reservations, and restrictions of record. Terms of Easement 1.Grant of Easement. 1.1 For good and other valuable consideration, the receipt of which is hereby acknowledged and in consideration of the promises, conditions, and covenants contained herein, Grantor hereby grants a non-exclusive permanent easement, over, under and across the Easement Area, described in Exhibit A, for road, trailway, utility and drainage purposes. 1.2 Grantor provides no warranties of fitness of any kind pertaining to the Easement Area. Grantee takes the Easement Area “as is” in its existing physical condition. Further, Grantor makes no warranty or representation as to the safe condition of Easement Area or the suitability of said Easement Area for the purposes set forth in Section Three. Grantor provides no warranties regarding title to the Easement Area. 22 2 2.Acknowledgement. Grantor is aware of the land the Grantee needs for additional right of way for the highway project. Through the Guidebook for Property Owners, Grantor is aware of the State and Federal laws that give Grantor the right to have that land appraised and our right to receive just compensation. The following laws apply: Appraisal Minnesota State Statute 117.036, 49 Code of Federal Regulations 24.102(c), compensation Minnesota State Statute 160.03, 49 Code of Federal Regulations. As a contribution to the Grantee, Grantor hereby agrees to waive its rights to have the property appraised and provides this non-exclusive permanent easement without compensation. 3.Use of Easement Area. The purpose of the Easement is to provide non-exclusive use of the Easement Area for road, trailway, drainage and utility purposes. Grantee shall only use this Easement for the construction, repair, or maintenance by Grantee in compliance with the purposes, terms, conditions set forth in this Easement Agreement. Said use is not exclusive and Grantor reserves the right to allow the Easement Area to be used by itself or others provided that such use does not interfere with or in any way damage Grantee’s use of the Easement Area 4.Compliance with Laws. In conducting its activities hereunder, Grantee will, at its sole expense and effort, comply with all laws, ordinances, permits, rules, and regulations, enacted by any federal, state, or local governmental agency having jurisdiction or control over any activity occurring upon the Easement Area resulting from or applicable to usage based upon this Easement. Grantee further agrees to obtain all required permits for its activities hereunder at its sole expense and to comply with all such permits. 5.Restoration. Grantee agrees to be solely responsible to repair and maintain its equipment located within the Easement Area. Grantee shall at its expense restore the affected Easement Area to substantially the same condition as existed prior to such use of the Easement Area. Grantee further agrees to keep and maintain the Easement Area in a neat and orderly condition and remove all refuse and debris that may accumulate thereon. 23 3 6. Liability. 6.1 Each party will be responsible for its own acts and the results thereof and shall not be responsible for the acts of any others and the results thereof. The State’s liability shall be governed by the provisions of the Minnesota Tort Claims Act, Minnesota Statutes, Chapter §3.736 and other applicable law. The provisions of this Section shall survive the termination of this Agreement and any subsequent amendments to it. 6.2 The Grantee agrees to require its contractor(s) to indemnify, defend and hold harmless Grantor, including its subsidiaries, facilities, employees, officers, agents, successors and assigns from and against any and all claims, costs, demands, damages, liabilities, judgments, or expenses, including attorney fees, court costs, consultant fees and other legal costs, for any personal injury, death or property damage arising out of or resulting from, or in any way associated with the activities described herein of Grantee, its employees, agents, invitees, licensees, successors, and assigns except for Grantor’s willful misconduct or negligence. In no event will Grantee be required to indemnify, hold harmless and defend the Grantor from and against any claim whatsoever. 7.Insurance During Construction. Prior to any commencement to excavate, construct, install, operate, maintain, use, rebuild, remove, or any activities that may constitute a modification under or across the Easement Area, Grantee shall either (i) at its sole cost and expense, procure and maintain the insurance coverage stated below or (ii) arrange for a third party contractor (hereinafter “Contractor” or “Subcontractor”) to procure and maintain the insurance coverage to cover claims which may arise from any construction- related activities in the Easement Area, whether such construction-related activities are by the Contractor, their Subcontractor, or by anyone directly or indirectly employed under this Agreement. The Contractor shall not commence work under the Agreement until all the insurance described below has been obtained and the State of Minnesota has approved such insurance. All policies shall remain in force and effect throughout the period of construction, naming the State of Minnesota as additional insured thereunder. a.Requirements for the Contractor The insurance policy(ies) shall be primary and non-contributory insurance to any other valid and collectible insurance available to the State of Minnesota with respect to any claim arising out of this Agreement. The Contractor is responsible for payment of insurance premiums and deductibles related to this Agreement. Insurance Companies must have an AM Best rating of A- (minus) and a Financial Size Category of VII or be authorized to do business in the State of Minnesota. 24 4 Certificates of Insurance acceptable to the State of Minnesota shall be submitted prior to commencement of the work under this Agreement. Such Certificates shall contain a provision that coverage afforded under these policies shall not be cancelled without at least thirty (30) days advanced written notice to the State. If Contractor receives a cancellation notice from an insurance carrier affording coverage herein, Contractor agrees to notify the State of Minnesota within five (5) business days with a copy of the cancellation notice, unless Contractor’s policy(ies) contain a provision that coverage afforded under the policy(ies) will not be cancelled without at least thirty (30) days advance written notice to the State of Minnesota. b.Notice to the Contractor. The failure of the State of Minnesota to obtain Certificate(s) of Insurance for the policies or renewals thereof or failure of the insurance company to notify the State of the cancellation of policies required under this Agreement shall not constitute a waiver by the State to the Contractor to provide such insurance. The State will reserve the right to immediately terminate the Agreement if the Contractor is not in compliance with the insurance requirements. In the event of a claims dispute, all insurance policies must be open to inspection by the State, and copies of policies must be submitted to State’s authorized agent upon written request. c.Notice to Insurer. Contractor’s insurance company waives its right to assert the immunity of the State as a defense to any claims made under said insurance. Contractor’s insurance company is notified that the liability of their policyholder is not limited by statute, and as a result, they are precluded from limiting claim payments based on any assumption that they are protected by immunity of the State. d.Policy Requirements. i.Workers’ Compensation Insurance. Contractor shall provide workers’ compensation insurance for all employees and shall require any Subcontractor to provide workers’ compensation insurance in accordance with the statutory requirements of the State of Minnesota and must include: a.Part 2, Employers Liability including Stop Gap Liability for monopolistic states, at limits of not less than: $100,000 – Bodily Injury by disease per employee $500,000 – Bodily Injury by disease aggregate $100,000 – Bodily Injury by accident b.Coverage C: All States Coverage c.If applicable, USL&H, Maritime, Voluntary and Foreign Coverage. d.A waiver of subrogation in favor of the State of Minnesota, as Owner. 25 5 If Contactor is self-insured for its obligation under the Workers’ Compensation Statutes in the jurisdiction where the project is located, a Certification of the Authority to Self-Insure such obligations shall be provided. Evidence of Subcontractor insurance shall be filed with the Contractor. ii.Automobile Liability Insurance. The Contractor shall maintain insurance to cover liability arising out of the operations, use, or maintenance of all owned, non-owned, and hired automobiles. a. Minimum Limits of Liability: $2,000,000 per occurrence combined Single Limit Bodily Injury and Property Damage b. Coverages: i.Owned Automobile ii.Non-owned Automobile iii. Hired Automobile iv. Waiver of subrogation in favor of the State of Minnesota iii. Commercial General Liability. Contractor shall maintain insurance to cover claims arising from operations under this Agreement, whether such claims are by the Contractor, Subcontractor, Sub-Subcontractor or by anyone directly or indirectly employed under this Agreement. a.Minimum Limits of Liability: i.$2,000,000 - Per Occurrence ii.$2,000,000 - Annual Aggregate iii. $2,000,000 - Annual Aggregate applying to Products and Completed Operations iv. $50,000 - Fire Damage (any one fire) v.$5,000 - Medical Expense (any one person per occurrence) b.Coverages: i.Premises and Operations Bodily Injury and Property Damage ii.Personal Injury & Advertising Injury iii. Products and Completed Operations Liability iv. Contractual Liability as provided in ISO form CG 00 01 10 01 or its equivalent. v.Pollution exclusion with standard exception as per Insurance Services Office (ISO) Commercial General Liability Coverage Form – CG 00 01 10 01 or equivalent vi. Explosion, Collapse, and Underground (XCU) perils vii. Broad Form PD viii. Independent Contractors – Let or Sublet work ix. Waiver of Subrogation in favor of the State of Minnesota x.Owner named as an Additional Insured, by endorsement, ISO Forms CG 20 10 and CG 20 37 or their equivalent for claims arising out of the Contractor’s negligence or the negligence of those for whom the 26 6 Contractor is responsible. iv. Umbrella or Excess Liability. An Umbrella or Excess Liability insurance policy may be used to supplement the Contractor’s policy limit to satisfy the full policy limits required by the Agreement. Notwithstanding anything contained herein to the contrary, during the term of this Agreement, the Grantor may at any time make changes respecting the insurance requirements as necessary to be consistent with the State’s risk management policies and recommendations. Grantor shall provide Grantee any revisions to the aforementioned insurance requirements as reasonably determined by Grantor to meet the State’s risk management policies and recommendations. Grantee shall provide proof of insurance as required by Grantor, at least three (3) days prior to any modification or construction-related activity to the Easement Area. 8. Damages. Grantee shall take all reasonable precautions to prevent any damage to the Easement Area and shall fully reimburse Grantor for any damages resulting from its use of said Easement Area. Grantee shall be responsible for the cost of repairing any equipment or facilities in the Easement Area that it or its equipment damages. 9.Assignment. This Easement shall not be assignable by Grantee except upon written consent of the State of Minnesota’s Commissioner of Administration. 10.Assessments. Grantee agrees that Grantor shall not be liable for assessments for any current or future improvements associated with this Easement. 11.Access. The grant of an easement herein contained shall include the right of Grantee to have reasonable access to said Easement Area across other land of State of Minnesota adjacent thereto, said access route to be designated by Grantor as needed within a reasonable time following receipt of any written request of Grantee, its contractors, agents or assigns, for such temporary access rights. 12.Existing Utilities. Grantee acknowledges that there may be utilities located within the Easement Area and takes full responsibility for determining their location to prevent damage to or interference with any rights held by other easements holders. 13.Relocation of Existing Facilities. When working in the Easement Area, Grantee shall not interfere with the safety and convenience of ordinary travel along and over the Easement Area nor interfere with other uses to which the Easement Area may be put by Grantor or with other facilities that are already in place. Grantee shall promptly and at its own expense, permanently remove and relocate its Improvements in the Easement Area when it is necessary to prevent interference and not merely convenience of Grantor, in connection with: (a) a present or future governmental use for a public project; (b) the public health or safety; or (c) the safety and convenience of travel over the Easement Area. 27 7 14. Captions. The paragraph headings or captions appearing in this Agreement are for convenience only, are not a part of this Agreement and are not to be considered in interpreting this Agreement. 15. Entire Agreement; Modification. This written Agreement constitutes the complete agreement between the parties and supersedes any prior oral or written agreements between the parties regarding the easement. There are no verbal agreements that change this Agreement and no waiver of any of its terms will be effective unless in writing executed by the parties. 16. Binding Effect. This Agreement binds and benefits the parties and their successors in interest. 17. Controlling Law. This Agreement has been made under the laws of the State of Minnesota, and such laws will control its interpretation. 18. Authority. Grantee represents and warrants that it has full power and authority to execute, deliver and perform under this Agreement. 19. Waiver. Neither the failure by any party hereto, in anyone or more instances, to insist upon the complete and total observance or performance of any term or provision hereof, or to exercise any right, privilege, or remedy conferred hereunder or afforded by law shall be construed as waiving any breach of such term, provision, or the right to exercise such right, privilege, or remedy thereafter. In addition, no delay on the part of any party hereto in exercising any right or remedy hereunder shall operate as a waiver thereof, nor shall any single or partial exercise of any right or remedy preclude other or further exercise thereof or the exercise of any other right or remedy. 20. Severability. If any provision of this Agreement is finally judged by a court of competent jurisdiction to be invalid, then the remaining provisions shall remain in full force and effect and they shall be interpreted, performed, and enforced as if the invalid provision did not appear herein. 21. Time of Essence. Time is of the essence with respect to all of the matters contained in this Agreement. 22. Counterparts. This Agreement may be executed in any number of counterparts, each of which when so executed and delivered shall be an original, but such counterparts shall together constitute one and the same instrument. 23. Notification. Grantee must provide notice to Grantor prior to conducting any work in the Easement Area. Notwithstanding the foregoing, the Grantee shall immediately notify the Grantor of any event regarding its equipment that it considers an emergency. Grantee may proceed to take whatever actions are necessary in order to respond to the emergency subject to compliance with applicable laws. 28 8 24. Recitals. The Recitals listed on page 1 of this Agreement are hereby incorporated herein. 25. Notices. All notices or communications between Grantor and Grantee shall be deemed sufficiently given or rendered if in writing and delivered to either party personally; or if mailed by United States registered or certified mail to the addresses set forth below, or such future addresses as may be subsequently supplied by the parties hereto to each other, return receipt requested, postage prepaid; or if transmitted by facsimile copy followed by mailed notice; or if deposited cost paid with a nationally recognized, reputable overnight courier, properly addressed as follows: Grantee:City of Golden Valley 7800 Golden Valley Road Golden Valley, MN 55427 Attn. Physical Development Department Grantor:Minnesota Department of Administration Real Estate and Construction Services 50 Sherburne Avenue, Room 309 St. Paul, MN 55155 Attn: Director of Real Estate and Construction Services. 29 9 IN WITNESS WHEREOF,the parties hereto have set their hands on the date(s) indicated below intending to be bound thereby. STATE OF MINNESOTA PERPICH CENTER FOR ARTS EDUCATION Approved: By Title Date GRANTOR STATE OF MINNESOTA BY: ALICE ROBERTS-DAVIS Commissioner of Administration DATE: STATE OF MINNESOTA } } ss. COUNTY OF } The foregoing was acknowledged before me this day of , 202 , by ALICE ROBERTS-DAVIS, Commissioner of Administration, on behalf of the State of Minnesota. NOTARY PUBLIC BY: 30 10 GRANTEE CITY OF GOLDEN VALLEY BY: DATE: BY: DATE: STATE OF MINNESOTA ) )SS. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ________ day of __________________, 202__, by SHEPARD M. HARRIS and TIMOTHY J. CRUIKSHANK, the Mayor and City Manager, respectively, of the City of Golden Valley. _______________________________________ NOTARY PUBLIC My commission expires: ______________________ This instrument was drafted by: MN Department of Administration 309 Administration Building 50 Sherburne Avenue Saint Paul MN 55155 31 11 EXHIBIT A: CITY OF GOLDEN VALLEY RIGHT OF WAY PLAT NO. 1 32 RESOLUTION NO. 22-102 RESOLUTION AUTHORIZING APPROVAL OF GOLDEN VALLEY RIGHT OF WAY PLAT NO. 1 AND EXECUTION OF EASEMENT AGREEMENT FOR THE DOUGLAS DRIVE AND TRUNK HIGHWAY 55 UNDERPASS PROJECT WHEREAS, The City received funding from the State of Minnesota for the Douglas Drive and Trunk Highway 55 Underpass project; WHEREAS, The Douglas Drive and Trunk Highway 55 Underpass project requires additional property in order to construct the project; WHEREAS, permanent easements are required for Perpich Center for Arts Education (PCAE) located at 6125 Olson Memorial Highway for construction; WHEREAS, Perpich Center for Arts Education (PCAE) located at 6125 Olson Memorial Highway will donate the easement area to the City through an easement agreement with a right of way plat to be name d Golden Valley Right of Way Plat No. 1; NOW THEREFORE, BE IT RESOLVED, by the City Council of the City of Golden Valley that: 1. Authorizes the approval of City of Golden Valley Right of Way Plat No. 1 2. Authorizes the acquisition of permanent easement at 6125 Olson Memorial Highway from Perpich Center for Arts Education. Adopted by the City Council of Golden Valley, Minnesota this 15th day of November, 2022. _____________________________ Shepard M. Harris, Mayor ATTEST: _____________________________ Theresa Schyma, City Clerk 33 EXECUTIVE SUMMARY Administrative Services 763-512-2345 / 763-512-2344 (fax) Golden Valley City Council Meeting November 15, 2022 Agenda Item 3C. Receive and File September 2022 Quarterly Financial Reports Prepared By Sue Virnig, Finance Director Summary The quarterly financial report provides a progress report of the following funds: General Fund Operations Conservation/Recycling Fund (Enterprise Fund) Water and Sewer Utility Fund (Enterprise Fund) Brookview Golf Course (Enterprise Fund) Motor Vehicle Licensing (Enterprise Fund) Storm Utility Fund (Enterprise Fund) Equipment Replacement Fund (Capital Projects Fund) Brookview Center (Special Revenue Fund) Human Services Commission (Special Revenue Fund) Building Improvement Fund (Capital Projects Fund) Park Improvement Fund (Capital Projects Fund) Housing Fund (HRA) Financial or Budget Considerations As of September 2022, the City of Golden Valley General Fund has used $2,816,221 of fund balance to balance the General Fund Budget. The report activity is from January 1 through September 30. Legal Considerations None. Equity Considerations None. Recommended Action Receive and file September 2022 Quarterly Financial Reports. Supporting Documents Receipt of September 2022 Expenditure Report Receipt of September 2022 Revenue Report 34 September 2022 Brookview Center Fund September 2022 Building Improvement Fund September 2022 Equipment Replacement Fund September 2022 Housing Fund September 2022 Human Services Commission September 2022 Motor Vehicle Licensing September 2022 Park Improvement Fund September 2022 Conservation/Recycling Fund September 2022 Storm Utility Fund September 2022 Water and Sewer Utility Fund September 2022 Brookview Golf Course 35 Over % 2022 September YTD (Under)Of Budget Budget Actual Actual Budget Expend. 001 Council $458,210 64,846 321,805 ($136,405)70.23% 003 City Manager 1,285,825 92,672 887,854 (397,971)69.05% 004 Transfers Out 2,750,000 0 2,750,000 0 100.00% (1) 005 Admin. Services 2,573,030 135,462 1,830,940 (742,090)71.16% 006 Legal 428,045 32,492 273,539 (154,506)63.90% 007 Risk Management 355,000 0 159,434 (195,566)44.91% 011 General Gov't. Bldgs.816,045 34,767 634,289 (181,756)77.73% 016 Planning 392,330 30,520 287,316 (105,014)73.23% 018 Inspections 912,335 63,120 588,691 (323,644)64.53% 022 Police 7,178,575 332,957 3,812,209 (3,366,366)53.11% 023 Fire 1,843,165 124,886 1,204,057 (639,108)65.33% 035 Physical Dev Admin 350,690 25,142 236,168 (114,522)67.34% 036 Engineering 819,975 42,884 402,732 (417,243)49.12% 037 Streets 2,474,815 190,595 1,881,856 (592,959)76.04% 066 Park & Rec. Admin.928,445 75,825 665,125 (263,320)71.64% 067 Park Maintenance 1,452,555 168,668 1,096,172 (356,383)75.47% 068 Recreation Programs 428,550 15,225 237,235 (191,315)55.36% TOTAL Expenditures $25,447,590 $1,430,061 $17,269,422 ($8,178,168)67.86% (1) Transfers were made in June 2022. City of Golden Valley Quarterly Budget Report - General Fund Expenditures September 2022 (unaudited) Division 36 75.00% Over % 2022 September YTD (Under)of Budget Type Budget Actual Actual Budget Received Ad Valorem Taxes $22,116,855 0 11,529,376 ($10,587,479)52.13%(1) Licenses 244,165 3,750 235,109 ($9,056)96.29% Permits 963,650 135,875 1,302,310 $338,660 135.14% Governmental Agencies Aid Federal 121,800 718 718 ($121,082)0.00% Police 25,000 0 2,779 ($22,221)11.12% Fire 25,000 0 19,761 ($5,239)79.04% Charges For Services: General Government 20,200 (32)18,124 ($2,076)89.72% Public Safety 36,200 6,136 36,244 $44 100.12% Public Works 186,400 22,230 145,796 ($40,604)78.22% Park & Rec 440,200 54,777 222,543 ($217,657)50.55% Other Funds 766,500 97,293 582,597 ($183,903)76.01% Fines & Forfeitures 125,000 5,432 57,542 ($67,458)46.03% Interest On Investments 150,000 0 678 ($149,322)0.45%(2) Miscellaneous Revenue 196,620 16,159 277,124 $80,504 140.94% Transfers In 30,000 2,500 22,500 ($7,500)75.00%(3) TOTAL Revenue $25,447,590 $344,838 $14,453,201 ($10,994,389)56.80% Notes: (1) Payments are received in July, December, and January (delinquencies). First 1/2 will be higher due to some full payments. (2) Investment income allocated at year end. (3)Transfers are monthly. Percentage Of Year Completed City of Golden Valley Quarterly Budget Report - General Fund Revenues September 2022 (unaudited) 37 Over 2022 September YTD (Under)% Budget Actual Actual Budget Current Revenue Brookview CC Rentals 211,000 34,754 200,584 (10,416)95.06% Backyard Play Area 239,325 9,702 142,426 (96,899)59.51% Miscellaneous Revenues 0 0 0 0 Interest on Investments 0 0 0 0 (1) Total Revenue 450,325 44,456 343,010 (107,315)76.17% Expenses: General Area Rooms 439,195 27,692 264,614 (174,581)60.25% (2) Indoor Play Area 90,050 545 23,373 (66,677)25.96% Total Expenses 529,245 28,237 287,987 (241,258)54.41% (1) Interest Earnings are allocated at year-end. (2) Staff Time/Supplies for Brookview Rental City of Golden Valley Quarterly Budget Report - Brookview Center Special Revenue Fund September 2022 (unaudited) 38 2022 Building Improvement Fund (CIP) - Fund 5200 2022 September YTD Budget Total Actual Remaining Revenues: Transfer from General Fund 500,000 0 500,000 0 (1) Interest Earnings (allocated at year end)22,574 0 0 (22,574) Total Revenues 522,574 0 500,000 (22,574) Expenditures: Project Name Generators 50,000 0 0 50,000 Facility Analysis Assessment 0 2,000 (2,000) Installation of Building Security Systems 30,000 0 0 30,000 Council Chambers Remodeling 0 250 244,842 (244,842) City Hall Boiler 350,000 6,147 16,189 333,811 10th Avenue Storage 125,000 0 0 125,000 Brookview Shelter Sewer Service Repair 50,000 0 0 50,000 Park Shelter Building Improvements 200,000 20,912 23,320 176,680 Furnaces-Various Buildings 30,000 27,030 27,030 2,970 Street Maintenance Garage Door Expansion 75,000 0 0 75,000 City Hall Lunchroom Remodel 50,000 0 0 50,000 Total Expenditures 910,000 54,339 313,381 598,619 (1) Transfer was made in June. 39 2022 Equipment Replacement Fund (CIP) - Fund 5700 2022 September YTD Budget Total Actual Remaining Revenues: Sale of Assets 50,000 0 115,348 65,348 Truckster/Toolcat Trade-ins 150,000 0 0 (150,000) General Fund Transfer 1,150,000 0 1,150,000 0 Miscellaneous Receipts 0 0 0 0 Interest Earnings (allocated at year end)20,455 0 0 (20,455) Total Revenues 1,370,455 0 1,265,348 (105,107) Expenditures: Program #Project Number Project Name Public Safety Lower Level Training Room IT 0 24,048 V&E-001 Marked Squad Cars (Police)120,000 0 6,995 113,005 V&E-002 Computers and Printers (Finance)95,000 440 48,089 46,911 V&E-008 Pickup Truck-Engineering 35,000 0 0 35,000 V&E-012 Asphalt Paver 250,000 226,735 226,735 23,265 V&E-053 Dump Truck (Street)285,000 0 242,191 42,809 V&E-100 Pickup Truck (Park)60,000 5,347 5,347 54,653 V&E-107 Bobcat Toolcat (Park)55,000 0 0 55,000 V&E-116 Bobcat Toolcat (Park)55,000 0 0 55,000 V&E-118 Sidewalk Tractor (Street)170,000 0 172,500 (2,500) V&E-135 Body Cameras (Police)24,070 0 0 24,070 V&E-136 Zodiac Boat (Fire)5,500 0 0 5,500 V&E-137 Outdoor Motor (Fire)5,500 0 0 5,500 V&E-145 Skid Steer Loader (Street)65,000 40,278 80,559 (15,559) V&E-152 Passenger Vehicle (Fire)40,000 0 0 40,000 V&E-153 Equipment Trailer (Street)20,000 0 0 20,000 V&E-159 Salt Brine Production Equipment (Street)50,000 0 0 50,000 V&E-192 Unmarked Vehicle (Police)40,000 0 0 40,000 V&E-195 Unmarked Vehicle (Police)40,000 0 0 40,000 Prior Year Expenditures 0 0 5,298 (5,298) Total Expenditures 1,415,070 272,800 811,762 632,654 (1) Computers are replaced every 4-5 years and purchased throughout the year based on available time. Further information about projects and financing are located in the 2022-2031 CIP and 2022-2023 Budget. 40 Over 2022 September YTD (Under)% Budget Actual Actual Budget Current Revenue Property Tax Revenues 210,400 0 110,347 (100,053)52.45% (1) Total Revenue 210,400 0 110,347 (100,053)52.45% Expenses: Housing 210,400 12,926 132,245 (78,155)62.85% Total Expenses 210,400 12,926 132,245 (78,155)62.85% (1) Interest Earnings are allocated at year-end and property tax payment (July, Dec, Jan). City of Golden Valley Quarterly Budget Report - HRA Housing Fund September 2022 (unaudited) 41 Over 2022 September YTD (Under)% Budget Actual Actual Budget Current Revenue Pull Tab (10%) Revenues 35,000 3,710 37,825 2,825 108.07% (3) Fundraisers 16,000 483 15,688 (312)98.05% (4) Interest on Investments 750 0 0 (750)0.00% (1) Total Revenue 51,750 4,193 53,513 1,763 103.41% Expenses: Supplies 18,100 385 6,545 (11,555)36.16% (4) Allocations 60,000 0 60,000 0 100.00% (2) Total Expenses 78,100 385 66,545 (11,555)85.20% (1) Interest Earnings are allocated at year-end. (2) Allocations in 2022 are $60,000. (3) Pull Tab revenues are thru June. Schullers has St Marons/New Bohemia has Crytal Lions Club starting (4) Solicitation Letters are $2,365(net). Cost of letter was in 2021. (4) Run/Walk- April 23, 2022 ($4,859 net). (4) Lawn Bowling -August 14-$($1820) Fund Balance at 12/31/21 was $161,780. City of Golden Valley Monthly Budget Report - Human Services Commission September, 2022 (unaudited) 42 Over 2022 September YTD (Under)% Budget Actual Actual Budget Current Revenue Interest Earnings 7,500 0 0 (7,500)0.00% (1) Charges for Services 525,025 35,543 332,195 (192,830)63.27% Total Revenue 532,525 35,543 332,195 (200,330)62.38% Expenses: Motor Vehicle Licensing 545,630 42,232 384,481 (161,149)70.47% Total Expenses 545,630 42,232 384,481 (161,149)70.47% (1) Interest Earnings are allocated at year-end. (2) Reserve fund at 12-31-2021 was $464,541 City of Golden Valley Quarterly Budget Report - Motor Vehicle Licensing Enterprise Fund September 2022 (unaudited) 43 2022 Park Improvement Fund (CIP) - Fund 5600 2022 September YTD Budget Total Actual Remaining Revenues: Transfer from General Fund 400,000 0 400,000 0 Park Dedication Fee 0 519,180 671,427 0 Hennepin County Youth Sports Grant 0 0 0 0 Little League/Youth Associations/Play Eq Grants 0 0 0 0 Other Donations-Benches. etc 0 2,600 19,850 19,850 Interest Earnings (allocated at year end)4,840 0 0 (4,840) Total Revenues 404,840 521,780 1,091,277 15,010 Expenditures: Project Name Bleacher, Soccer, Benches, Picnic Tables 13,000 0 3,352 9,648 Outdoor Hard Surface Replacement 12,000 0 11,923 77 Park Trail and Parking Lot Improvement 120,000 17,492 25,831 94,169 Play Structure Replacement 65,000 0 32,837 32,163 Dugout, Fence & Field Replacement 25,000 24,645 25,985 (985) Hockey Rink Replacement 75,000 28,724 36,433 38,567 Park LED Light Replacements 25,000 10,500 18,071 6,929 Sand Volleyball Courts 15,000 0 1,440 13,560 Community Gardens 45,000 (172)10,878 34,122 Sun Shelter Replacements & Additions 35,000 0 30,434 4,566 Park Signage 1,000 10,188 Benches 0 0 5,110 (5,110) Total Expenditures 430,000 82,189 212,482 227,706 Further information about projects and financing are located in the 2022-2031. 44 Over 2022 September YTD (Under)% Budget Actual Actual Budget Current Revenue Hennepin County Recycling Grant 35,000 0 0 (35,000)0.00% Recycling Charges 471,375 35,881 350,552 (120,823)74.37% (2) Organic Charges 471,370 35,746 313,623 (157,747)66.53% Miscellaneous Revenues 13,000 0 0 (13,000)0.00% Interest on Investments 10,000 0 0 (10,000)0.00% (1) Total Revenue 1,000,745 71,627 664,175 (336,570)66.37% Expenses: Recycling 1,148,635 76,081 698,341 (450,294)60.80% (3) Total Expenses 1,148,635 76,081 698,341 (450,294)60.80% (1) Interest Earnings are allocated at year-end. (2) Includes utility billings thru September 2022. (3) This includes the recycling and organic services thru August 2022. Further information about projects and financing are located in the 2022-2031 CIP and 2022-2023 Budget. City of Golden Valley Quarterly Budget Report - Conservation/Recycling Enterprise Fund September 2022 (unaudited) 45 Over 2022 September YTD (Under)% Budget Actual Actual Budget Current Revenue Interest Earnings 50,000 0 0 (50,000)0.00%(1) Interest Earnings-Other 0 0 0 0 Henn County Grant-Decola 0 0 0 0 State DNR Grant 1,300,000 0 34,463 (1,265,537) State DEED Grant 0 0 0 0 Storm Sewer Charges 2,775,000 222,715 1,984,892 (790,108)71.53% Hennepin County 0 0 0 Bassett Creek Watershed 700,000 0 300 (699,700) Miscellaneous Receipts 185,400 0 5,000 (180,400) Total Revenue 5,010,400 222,715 2,024,655 (2,985,745)40.41% Expenses: Storm Utility 5,735,740 239,414 1,312,452 (4,423,288)22.88% Street Cleaning 157,970 1,931 91,671 (66,299)58.03% Environmental Control 545,760 49,696 290,633 (255,127)53.25% Debt Service Payments 182,900 0 182,450 (450)0.00%(3) Total Expenses 6,622,370 291,041 1,877,206 (4,745,164)28.35%(4) (1) Interest Earnings are allocated at year-end. (2) Depreciation is allocated at year-end and. (3) Debt service payments and Medicine Lake Rd Improvements will be reimbursed by TIF. (4) Reserves are being used that were planned. Further information about projects and financing are located in the 2022-2031 CIP and 2022-2023 Budget. City of Golden Valley Quarterly Budget Report - Storm Utility Enterprise Fund September 2022 (unaudited) 46 Over 2022 September YTD (Under)% Budget Actual Actual Budget Current Revenue Water Charges 5,280,275 667,754 4,183,912 (1,096,363)79.24% Emergency Water Supply 234,675 27,092 166,948 (67,727)71.14% Sewer Charges 4,535,365 381,889 3,291,037 (1,244,328)72.56% Meter Sales 15,000 0 6,300 (8,700)42.00% Penalties 150,000 19,528 140,646 (9,354)93.76% Charges for Other Services 18,000 4,294 28,794 10,794 159.97% State Water Testing Fee Pass Through 72,045 5,213 47,361 (24,684)65.74% Sale of Assets 96,400 0 0 (96,400)0.00% Franchise Fees 1,500,000 0 0 (1,500,000)0.00% Certificate of Compliance 30,000 4,600 44,175 14,175 147.25% Micellaneous Revenue 20,000 0 21,579 1,579 107.90% Other Governments 525,000 0 0 (525,000)0.00% Interest Earnings 100,000 0 0 (100,000)0.00% Total Revenue 12,576,760 1,110,370 7,930,752 (4,646,008)63.06% Expenses: Utility Administration 5,334,850 581,082 2,531,374 (2,803,476)47.45%(1) Sewer Maintenance 3,719,125 280,067 2,872,507 (846,618)77.24% Water Maintenance 5,406,315 440,952 4,091,011 (1,315,304)75.67% Total Expenses 14,460,290 1,302,101 9,494,892 (4,965,398)65.66% (1) Depreciation is allocated at year-end. Further information about projects and financing are located in the 2022-2031 CIP and 2022-2023 Budget. City of Golden Valley Quarterly Budget Report - Water and Sewer Utility Enterprise Fund September 2022 (unaudited) 47 Over 2022 September YTD (Under)% Budget Actual Actual Budget Current Revenue Green Fees 1,090,000 159,524 972,472 (117,528)89.22% Driving Range Fees 255,500 28,148 193,602 (61,898)75.77% Par 3 Fees 269,000 43,792 206,831 (62,169)76.89% Lawn Bowling 75,000 15,799 105,973 30,973 141.30% Pro Shop Sales 80,000 15,025 93,845 13,845 117.31% Pro Shop Rentals 360,000 60,633 356,451 (3,549)99.01% Restaurant Sales 1,592,200 253,876 1,796,281 204,081 112.82% Winter Activities 0 0 11,246 11,246 Other Revenue 119,300 2,187 75,939 (43,361)63.65% Interest Earnings 15,000 0 0 (15,000)0.00%(1) Total Revenue 3,856,000 578,984 3,822,577 (33,423)99.13% Expenses: Golf Operations 893,375 64,178 562,322 (331,053)62.94%(2) Course Maintenance 1,107,115 79,109 2,459,963 1,352,848 222.20%(3) Pro Shop 107,500 13,183 172,526 65,026 160.49% Grill 1,529,985 202,959 1,391,147 (138,838)90.93% Driving Range 86,550 7,313 83,009 (3,541)95.91% Par 3 Course 29,320 5,412 51,698 22,378 176.32% Lawn Bowling 42,570 1,447 23,810 (18,760)55.93% Total Expenses 3,796,415 373,601 4,744,475 948,060 124.97% (1) Interest Earnings are allocated at year-end. (2) Depreciation is allocated at year-end. (3) Includes $1,698,563 of materials for the new irrigation system. Interfund loan will come in December. Course opened April 8. Further information about projects and financing are located in the 2022-2031 CIP and 2022-23 Budget. City of Golden Valley Quarterly Budget Report - Brookview Golf Course Enterprise Fund September 2022 (unaudited) 48 EXECUTIVE SUMMARY Physical Development 763-512-2345 / 763-512-2344 (fax) Golden Valley City Council Meeting November 15, 2022 Agenda Item 4A. Ordinance No. 749, McDonalds PUD No. 58, Amendment No. 2, 730 Winnetka Avenue North Prepared By Jason Zimmerman, Planning Manager Summary Kevin Shay, from Landform, is representing McDonald’s in pursuing modifications to the existing building, drive-thru lanes, and site amenities at 730 Winnetka Avenue North. The property is regulated through the existing PUD No. 58 and the proposed changes are considered to be a Major PUD Amendment. For more details on the background, existing site conditions, proposal details, and City staff review, please refer to the copy of the staff memo to the Planning Commission. This Executive Summary focuses on the findings under consideration for evaluation of a PUD Amendment. Discussion at Planning Commission At its meeting on October 24, the Planning Commission voted (5-0) to recommended approval. Most of the discussion centered on the layout of the queuing lanes and if there was enough space allotted to allow cars entering the parking lot to bypass these lanes. In the end, Commissioners added a condition that allows the future parking stall count to be reduced by two additional spaces should it be determined to be necessary by the applicant. Findings In order approve an amendment to a PUD, the City must be able to make certain findings as outlined in Section 113-123, Subd. (c)(2) of the City Code. These findings, along with staff responses, are listed below: Quality Site Planning. The PUD plan must be tailored to the specific characteristics of the site and achieve a higher quality of site planning and design than generally expected under conventional provisions of the zoning chapter. The PUD amendment furthers the goals of the original site plan, which were to direct traffic off of Winnetka Ave and to create a well-landscaped pedestrian environment. The amendment increases the off-street queuing capacity and enhances the landscaping and pedestrian experience. 49 Preservation. The PUD plan must preserve and protect substantial desirable portions of the site’s characteristics, open space, and sensitive environmental features including steep slopes, trees, scenic views, creeks, wetlands, and open waters. The amendment increases the amount of pervious space as well as revegetates the site to better align with the original landscaping plans. No sensitive environmental features are impacted. Efficient and Effective. The PUD plan must include efficient and effective use of the land (which includes preservation). The proposed amendment would utilize land efficiently by moving potential traffic congestion out of the public right-of-way. Consistency. The PUD plan must result in development that is compatible with adjacent uses and consistent with the Comprehensive Plan and redevelopment plans and goals. The proposal is consistent with the current use of the existing PUD and there are no known impacts to the surrounding properties. The proposal is consistent with the City’s Comprehensive Plan, which calls for the support of non-residential growth opportunities. General Health. The PUD plan must be consistent with preserving and improving the general health, safety, and welfare of the people of the city. The PUD amendment would improve general health, safety, and welfare by reducing the potential for traffic congestion on a busy County Road and by providing accessible pedestrian connections from adjacent properties. Meets Requirements. The PUD plan must meet the intent and purpose provisions of Section 113- 123 as well as all other provisions. The PUD amendment meets the Intent and Purpose provision of the City Code in that it achieves a high quality of site planning, design, landscaping, and building materials while remaining compatible with the land uses on-site and with surrounding properties. Staff recommends approval of Amendment #2 to McDonalds PUD No. 58, subject to the following conditions: 1.Compliance with the City’s Inflow & Infiltration requirements must be achieved, or a security deposit obtained to cover any necessary repairs, prior to the issuance of a building permit. 2.The building elevations from Reprise Architecture, submitted on June 23, and the civil plans from Landform, submitted on September 23, shall become a part of this approval. 3.Three new pedestrian connections from adjacent rights-of-way or City-owned properties, as shown on the civil plans, shall be provided as benefits to help offset the proposed auto-oriented improvements of the drive-thru. 4.A Tree and Landscape permit shall be required in order to assure coordination with City staff as trees are replaced, including those proposed for the City right-of-way. 5.A rack providing a minimum of eight bicycle spaces, available for use by the public, shall be retained on-site. 6.The number of parking spaces provided shall not drop below 79. This approval is subject to all other state, federal, and local ordinances, regulations, or laws with authority over this development. 50 Legal Considerations The application for this proposal was received on September 23. Under State statute, the City must vote to approve or deny the request within 60 days, or it may unilaterally extend the deadline once by an additional 60 days. The 60 day deadline for this application is November 22. The legal standards for the evaluation of a PUD Amendment are the findings listed above. The City has a great deal of latitude to determine if the proposal is consistent with the findings. It also has the ability to negotiate and allow for flexibility from the typical zoning regulations in exchange for aspects of the project proposed by the applicant that benefit the City. Any ongoing requirements of conditions are documented in a PUD Permit. Equity Considerations Aspects of the proposed PUD amendment fall under the pillar of the City's Equity Plan that calls for Infrastructure that Supports and A dvances Diversity, Equity, and Inclusion. By its nature, the request for improvements to the drive-thru queuing lane is one that is automobile focused. Staff worked with the applicant to add plans for new sidewalk connections to the building to the proposal, thereby increasing convenient access for pedestrians and those with mobility impairments. Recommended Action Motion to adopt Ordinance No. 749 Approval of Major PUD Amendment, McDonalds P.U.D. No. 58, Amendment #2. Supporting Documents Memo to the Planning Commission dated October 24, 2022 Draft Minutes from the Planning Commission meeting of October 24, 2022 Project Narrative Civil Plans received September 23, 2022 Proposed Building Elevations Proposed Building Elevations with Material Percentages Ordinance No. 749 Approval of Major PUD Amendment, McDonalds P.U.D. No. 58, Amendment #2 51 1 Date: October 24, 2022 To: Golden Valley Planning Commission From: Jason Zimmerman, Planning Manager Subject: Informal Public Hearing – McDonald’s Corporation PUD No. 58, Amendment No.2 – 730 Winnetka Avenue North Applicant: Kevin Shay, Landform Property owner: Kurtis DeMarse (McDonald’s USA) Zoning District: Commercial Lot size: 1.37 acres Current use: Fast food restaurant with drive-thru Future land use: Commercial Adjacent uses: Hennepin County library (north), Civic Campus (east and south), Medium Density Residential townhomes (west) 2020 aerial photo (Hennepin County) 52 2 Summary Kevin Shay, from Landform, is representing McDonald’s in pursuing modifications to the existing building, drive-thru lanes, and site amenities at 730 Winnetka Avenue North. The property is regulated through the existing PUD No. 58 and the proposed changes are considered to be a Major PUD Amendment. Background PUD No. 58 was created in 1990 in concert with other area redevelopment as the McDonald’s on Winnetka Ave N constructed a new, larger, building with adjacent parking (previously a portion of the parking lot was remote parking further up the road). The site design that was approved managed the site access to/from Winnetka, including requiring ingress only at the south driveway. A portion of site was acquired by the City for use in creating the public wa lkway between McDonald’s and the Vehicle Maintenance building on the Civic Campus. A landscaping plan was prepared by Damon Farber to compliment the landscaping that was being installed along Winnetka Ave. The building was pushed to the east and allowed fo r one drive-thru lane and one bypass/fire lane along the east property line. Parking was placed to the west and to the north, and a total of 89 spaces were approved via the PUD in contrast to the approximately 140 spaces which would have been required by-right at that time. A PUD amendment to allow for a second drive-thru lane was pursued in 2005 but ultimately withdrawn. Existing Conditions 730 Winnetka is 1.37 acres and is zoned Commercial. The one-story building is 5,692 sq. ft. and the site has 84 existing parking spaces (80 standard stalls and 4 accessible stalls). The current level of impervious coverage is 82.2%. Since the installation of the landscaping in 1990, a handful of trees have been removed, leaving an inconsistency with the approved plan. In addition to the public sidewalk along Winnetka, sidewalks from the Civic Campus enter the McDonald’s site at the south, near the water tower, and to east, near the drive-thru window. The building façades are of a style now being modified across the country, replacing the traditional double-sloped mansard roof with a more modern appearance and in conjunction with other site and internal changes to adapt to the evolving fast food industry. Staff have observed that McDonald’s conducts a large amount of drive-thru business over the lunch hour and vehicles are occasionally observed to back up onto northbound Winnetka while queuing to order. Proposal The applicant initially approached the City looking for approvals to modify the existing façades of the building, including the roofline and the exterior materials. Over the course of the conversation, the scope expanded to include better connections to the public sidew alks that accessed the site. This, in turn lead to modifications to some existing parking spaces. Given the changes that were 53 3 being contemplated, the applicant decided to resubmit with a site plan that incorporated a desired second drive-thru lane. The amendment in front of the City now includes all of these items. As mentioned above, the façades of the existing building would be significantly modified – along with interior remodeling – to remove the double-sloped mansard roof and to rebrand the building with a more modern design. The overall height of the structure would increase slightly, but would still be well below the maximum height allowed in the Commercial zoning district. The new façade materials would largely meet the City’s architectural and material standards, though being a remodel and not a new build, there are certain limitations that would remain in place. Around the building, new or improved pedestrian connections are being proposed. One new connection would be from the north end of the bui lding across the parking lot to the west and connecting with the public sidewalk along Winnetka. The creation of the connection would require the removal of two parking spaces (to be highlighted later in this memo). To the south of the building, a new pedestrian connection would tie the existing public sidewalk on City property near the water tower to an existing sidewalk in front of the building. Behind the building, an existing public sidewalk would be linked to a new route around the north end of the bui lding and would provide an accessible route to the front door. Finally, the area just south of the building would be modified with the construction of a second queuing lane to the north of the existing lane. This would provide a second point for drivers t o order food, and vehicles would then zipper merge into one lane to pay and pick up food at the windows behind the building. As a result of this modification, one additional parking space would be lost along the front of the building (for a total of three spaces). With the construction of the second drive-thru lane, one existing tree would need to be removed. This tree, as well as others that have been removed over time for a variety of reasons, would be mitigated with replacements to meet the spirit of the original landscaping plan approved with the PUD. Evaluation Land Use and Zoning Considerations As with any PUD where the City offers flexibility in exchanged for an improved or more efficient site plan, or in order to encourage other public benefits, st aff has reviewed the proposal for compliance with the standard requirements of the Commercial zoning district in which it is located. Dimensional Requirements The location of the building is not changing under the proposed conditions. The front building setback is conforming, as are the north and south side yard setbacks. The rear yard setback was approved in 1990 at 20 feet instead of the typical 30 feet, but this distance is not being reduced with the proposed amendment. Parking is typically not allowed within the front yard setback, which in the Commercial zoning district is set at the first 35 feet of the property. However, the approved PUD allowed the parking 54 4 to be closer to the street – essentially establishing the drive aisle right at the west prop erty line. This condition does not change under the proposed amendment. Height is limited to 36 feet or three stories. The proposed height of the remodeled building would increase slightly to 18 feet, but would remain under the maximum allowed. Architectural and Material Standards The City has established minimum requirements for exterior materials by zoning district. In the Commercial district, the following standards apply: Front façades, side and rear façades not visible from the public ROW: at least 50% Class I materials and no more than 10% Class III materials. Side and rear façades not visible from the public ROW: at least 40% Class I materials and no more than 10% Class III materials. Each façade must use a minimum of two types of Class I materials. Windows and door openings must comprise at least 60% of the length of the front façade and 30% of the area of the ground floor façade facing the primary street. Windows and door openings must comprise at least 20% of the area of the side and rear ground floor façades. The proposed design includes the following breakdown , with areas of requested flexibility noted: North Elevation East Elevation 55 5 Impervious Coverage While the Zoning Chapter does not limit the amount of impervious surfaces on a Commercially- zoned lot, the applicant notes that with the proposed amendment the amount would drop slightly by approximately 152 sq. ft. – even in the face of adding a second queuing lane. Traffic and Circulation As noted above, part of the impetus for constructing a second drive-thru lane is to reduce the pressure on the queue for ordering and ultimately for Winnetka Avenue, which is impacted when vehicles back up onto the road. Even post-COVID, drive-thru usage remains high. The addition of the second queuing lane would increase stacking capacity on-site without interfering with the internal circulation through the parking lot. New pavement markings would reinforce the circulation pattern, which includes an “Enter Only” condition at the south driveway. Pedestrian Improvements Three new pedestrian improvements are being proposed as part of the amendment. The first brings customers to/from the Winnetka sidewalk across the par king lot via the landscaped islands to the sidewalk north of the building that leads to the front door. The portions of this route that cross drive aisles will be striped. A second improvement will modify the existing access point from beneath the water tower by realigning the route and directing pedestrians across the queuing lanes South Elevation West Elevation 56 6 to the front of the building. A third route from the east, across the drive -thru lane, will connect to a new paved area that wraps around the north end of the building and provi des access to the front door. A bicycle rack currently sits just north of the building near the outdoor seating area. While not shown on the proposed site plans, staff notes that a public rack for at least eight bicycles must be included on-site to remain in compliance with the City’s bicycle parking requirements. Signage New and/or improved signage associated with the modified drive-thru lanes are proposed as part of the amendment: • Removal of the McDonald’s sign from roof, one logo from east window • Installation of double gateway pole = “Drive-Thru: Clearance 9 feet” • Two “Pre-order” boards • Two Menu boards • Two Canopies Generally, directional and menu boards are exempt from the sign area limitations in the Sign Chapter of the City Code. Permits will be needed for other signage requested. Landscaping In order to install the second queuing lane, one tree would be removed. To compensate for this removal, as well as to replace tress that have been removed over the years for various reasons, 16 new trees would be planted. It should be noted that the landscaping plans indicate 22 trees would be planted, but six of those are existing trees so a correction to the final plans is needed. The majority of these trees are located along the north and south property lines. Two are planned for the center island in the parking lot. Five are shown as being placed within the City right -of-way along Winnetka to replace trees that were a part of the original landscaping plan ; the applicant will need to work with Public Works staff coordinate those replacements. Engineering and Fire Safety Considerations As is standard practice for development proposals, plans were reviewed by the City’s Engineering staff and the following notes were provided: • The existing sanitary sewer line must be inspected for Inflow & Infiltration compliance and any repairs be completed as determined by the City. • The landscape plan is acceptable, with one adjustment needed to the proposed plantings in the southeast corner of the site. This will be han dled via the required Tree and Landscaping permit from the City. • Any trees that are proposed to be planted within the City right -of-way along Winnetka must first be approved by City staff. 57 7 • The minor reduction in impervious surface area is a noted benefit. Depending on the amount of disturbance associated with the project, a City Stormwater permit may be needed. If any existing storm sewer structures or pipes are impacted, the applicant must install a sump with snout or similar device for removing sediment, trash, etc. • A Right-of-Way permit inspection of new pedestrian facilities is needed for infrastructure that ties in to City’s network. The Fire Department reviewed this proposal for adequate emergency access and public safety requirements and had no comments. Anticipated Development Timeline Ground breaking for this project is proposed for mid-March of 2023, beginning with work on the building and expanding to the rest of the site as weather allows. Completion is targeted for early May. Findings In order approve an amendment to a PUD, the City must be able to make certain findings as outlined in Section 113-123, Subd. (c)(2) of the City Code. These findings, along with staff responses, are listed below: Quality Site Planning. The PUD plan must be tailored to the specific characteristics of the site and achieve a higher quality of site planning and design than generally expected under conventional provisions of the zoning chapter. The PUD amendment furthers the goals of the original site plan, which were to direct traffic off of Winnetka Ave and to create a well-landscaped pedestrian environment. The amendment increases the off-street queuing capacity and enhances the landscaping and pedestrian experience. Preservation. The PUD plan must preserve and protect substantial desirable portions of the site’s characteristics, open space, and sensitive environmental features including steep slopes, trees, scenic views, creeks, wetlands, and open waters. The amendment increases the amount of pervious space as well as revegetates the site to better align with the original landscaping plans. No sensitive environmental features are impacted. Efficient and Effective. The PUD plan must include efficient and effective use of the land (which includes preservation). The proposed amendment would utilize land efficiently by moving potential traffic congestion out of the public right-of-way. Consistency. The PUD plan must result in development that is compatible with adjacent uses and consistent with the Comprehensive Plan and redevelopment plans and goals. The proposal is consistent with the current use of the existing PUD and there are no known impacts to the surrounding properties. The proposal is consistent with the City’s Comprehensive Plan, which calls for the support of non-residential growth opportunities. 58 8 General Health. The PUD plan must be consistent with preserving and improving the general health, safety, and welfare of the people of the city. The PUD amendment would improve general health, safety, and welfare by reducing the potential for traffic congestion on a busy County Road and by providing accessible pedestrian connections from adjacent properties. Meets Requirements. The PUD plan must meet the intent and purpose provisions of Section 113-123 as well as all other provisions. The PUD amendment meets the Intent and Purpose provision of the City Code in that it achieves a high quality of site planning, design, landscaping, and building materials whi le remaining compatible with the land uses on-site and with surrounding properties. Recommendation Based on review of the materials submitted and the findings above, staff recommends approval of Amendment #2 to McDonald’s Corporation PUD No. 58, subject to the following conditions: 1. Compliance with the City’s Inflow & Infiltration requirements must be achieved, or a security deposit obtained to cover any necessary repairs, prior to the issuance of a building permit. 2. The building elevations from Reprise Architecture, submitted on June 23, and the civil plans from Landform, submitted on September 23, shall become a part of this approval. 3. Three new pedestrian connections from adjacent rights-of-way or City-owned properties, as shown on the civil plans, shall be provided as benefits to help offset the proposed auto- oriented improvements of the drive-thru. 4. A Tree and Landscape permit shall be required in order to assure coordin ation with City staff as trees are replaced, including those proposed for the City right -of-way. 5. A rack providing a minimum of eight bicycle spaces, available for use by the public, shall be retained on-site. This approval is subject to all other state, federal, and local ordinances, regulations, or laws with authority over this development. Attachments Narrative (3 pages) Civil Plans received September 23, 2022 (13 pages) Proposed Building Elevations (5 pages) Elevations with Material Percentages (2 pages) 59         REGULAR MEETING MINUTES    This meeting was conducted in a hybrid format with in‐person and remote options for attending,  participating, and commenting. The City used Webex to conduct this meeting and members of the  public were able to monitor the meetings by watching it on Comcast cable channel 16, by streaming it  on CCXmedia.org, or by dialing in to the public call‐in line.     1. Call to Order  The meeting was called to order at 6:30 pm by Chair Pockl.     Roll Call  Commissioners present: A. Brookins, A. Johnson, L. Pockl, C. Segelbaum, M. Ruby  Commissioner absent:  E. Brenna, S. Ginis  Staff present:     Jason Zimmerman – Planning Manager, Myles Campbell – Planner  Council Liaison absent:   Denise La Mere‐Anderson    2. Land Acknowledgement    3. Approval of Agenda  MOTION made by Commissioner Brookins, seconded by Commissioner Johnson, to approve the  agenda of October 24, 2022.   Motion carried.    4. Approval of Minutes  MOTION made by Commissioner Johnson, seconded by Commissioner Brookins, to approve the  meeting minutes of October 10, 2022.   Commissioner Ruby Abstained.  Motion carried     5. Informal Public Hearing – McDonald’s Corporation PUD No. 58, Amendment No.2  Applicant: Kevin Shay, of Landform, on behalf of Kurtis DeMarse of McDonald’s USA  Address: 730 Winnetka Ave N    Jason Zimmerman, Planning Manager, started the presentation by introducing the second  amendment request to allow for a second drive through. This amendment will also update the  building façade, add pedestrian infrastructure, and replace missing landscaping.  Staff showed maps displaying the location within Golden Valley.   Staff provided background, starting in 1990 to allow McDonalds to be rebuild. The land, landscaping,  request, site traffic, and parking was reviewed.   October 24, 2022 – 6:30 pm  Council Chambers  Hybrid    60 City of Golden Valley    Planning Commission Regular Meeting  October 24, 2022 – 6:30 pm       2  Staff illustrated existing conditions and the proposal from the applicant to update the facade, modify  the drive through, adding pedestrian infrastructure, and adding landscaping.     Staff reviewed the land use and zoning, traffic and circulation, pedestrian improvements, signage,  and landscaping. Staff reviewed diagrams to illustrate these proposed changes and the increase in  safety for pedestrians. Staff noted that the added pedestrian infrastructure will remove three parking  spaces and even though a second queuing lane will be added, there will be an increase in pervious  surface due to landscaping islands and new trees.   Groundbreaking is anticipated for March 2023 and completion of the project to be in May of 2023.    Staff Evaluation     The PUD amendment furthers the goals of the original site plan, which were to direct traffic off  of Winnetka Ave and to create a well‐landscaped pedestrian environment. The amendment  increases the off‐street queuing capacity and enhances the landscaping and pedestrian  experience.   The amendment increases the amount of pervious space as well as revegetates the site to  better align with the original landscaping plans. No sensitive environmental features are  impacted.   The proposed amendment would utilize land efficiently by moving potential traffic congestion  out of the public right‐of‐way.   The proposal is consistent with the current use of the existing PUD and there are no known  impacts to the surrounding properties. The proposal is consistent with the City’s  Comprehensive Plan, which calls for the support of non‐residential growth opportunities.   The PUD amendment would improve general health, safety, and welfare by reducing the  potential for traffic congestion on a busy County Road and by providing accessible pedestrian  connections from adjacent properties.   The PUD amendment meets the Intent and Purpose provision of the City Code in that it  achieves a high quality of site planning, design, landscaping, and building materials while  remaining compatible with the land uses on‐site and with surrounding properties.    Recommended Action    Based on review of the materials submitted and the findings above, staff recommends approval of  Amendment #2 to McDonald’s Corporation PUD No. 58, subject to the following conditions:  1. Compliance with the City’s Inflow & Infiltration requirements must be achieved, or a  security deposit obtained to cover any necessary repairs, prior to the issuance of a building  permit.  2. The building elevations from Reprise Architecture, submitted on June 23, and the civil plans  from Landform, submitted on September 23, shall become a part of this approval.  61 City of Golden Valley    Planning Commission Regular Meeting  October 24, 2022 – 6:30 pm       3  3. Three new pedestrian connections from adjacent rights‐of‐way or City‐owned properties, as  shown on the civil plans, shall be provided as benefits to help offset the proposed auto‐ oriented improvements of the drive‐thru.  4. A Tree and Landscape permit shall be required in order to assure coordination with City  staff as trees are replaced, including those proposed for the City right‐of‐way.  5. A rack providing a minimum of eight bicycle spaces, available for use by the public, shall be  retained on‐site.    Staff noted this item was on Golden Valley Speaks and did not receive public comment on that  platform.     Commissioner Segelbaum noted the increase in impervious area and asked staff what the  requirement would be for this site if there was not a PUD. Staff responded that unlike residential  areas, there isn’t a maximum limit of impervious area for commercial areas. Commissioner Johnson  asked what triggered an I&I (Inflow and infiltration) and staff responded the I&I is triggered by any  action taken by the City to approve a project. This building has not been inspected so the I&I of the  sanitary system is triggered and the City can see if there are repairs to be made. The change in  pervious coverage didn’t directly trigger the I&I.     Chair Pockl invited the applicant to speak.    Tom Myer, Applicant Representative, thanked staff for the presentation and added their team is  open to the conditions of the PUD.   Segelbaum asked about the drive‐through starting as one lane and splitting it to two lanes. He asked  how the queuing lane won’t impact other parking or traffic. Applicant responded that one driveway  entrance is typical on these sites with striping and there is room to bypass the que lane.     The group discussed traffic, lighting, and the que bypass lane to the parking spaces.     Chair Pockl opened the public hearing at 6:56pm    There were no Golden Valley Speaks Comments.  There were no in person comments.   There were no remote comments.     Chair Pockl closed the public hearing at 6:59pm.    Commissioner Segelbaum stated the updates seem to be needed and make sense. He has concern  about the traffic created by the single to double que lane and would encourage adding two full lanes.  The group discussed with staff allowing the applicant to remove a few more parking spaces to  prevent a bottleneck in traffic and reduce the allowed parking spaces to 77.       62 City of Golden Valley    Planning Commission Regular Meeting  October 24, 2022 – 6:30 pm       4    MOTION made by Commissioner Brookins, seconded by Commissioner Segelbaum, to recommend  approval of Amendment #2 to McDonald’s Corporation PUD No. 58, subject to the previously listed 5  conditions and to add:   6. The minimum parking count be 79 spaces.   Motion carried.    6. Informal Public Hearing – Conditional Use Permit No. 174 to allow for Automobile Sales  Applicant: Tom Meyer, of Landform, on behalf of Drake Motor Group GV LLC  Address: 650 Ottawa Ave N    Jason Zimmerman, Planning Manager, gave a summary of the proposal for the CUP to allow for auto  sales and for the existing manufacturing building to be demolished and a new 50,000 square foot  structure to be constructed. Staff illustrated where the site is in relation to the City and listed existing  conditions.   Zimmerman went into more detail, outlining the proposal utilizing images and elevation maps. Staff  went on to review land use and zoning as well as the traffic study and potential improvements. The  Engineering department notes a range of additional information needed in order to fully evaluate  soils, floodplain, grading, and other site features. The Fire department stated the applicant shall  continue to work with staff in order to address questions or concerns related to any electric vehicle  batteries on site.    Staff Evaluation   The northwest portion of the Twin Cities does not currently have an elective automobile  dealership. The applicant’s marketing research indicates there is demand. Other locations  within Golden Valley were examined but for various reasons were determined not to be  feasible.   Automobile sales are uses that are targeted for the Industrial zoning district, making this  location an appropriate site for this use.   Typically, investment in a new building of this size – replacing one constructed in 1960 –  would provide a structure with more efficient building technologies and better site design.  This is expected to increase property values, not decrease them.   While the increase in traffic associated with an auto dealership could impact the congestion  at the Schaper Road and Hwy 55 intersection, it is unlikely to be a regular occurrence. The City  anticipates intersection improvements could be managed through an upcoming mill and  overlay. In order to manage parking on‐site, and to ensure vehicles to not spill over onto the  road, dedicated parking for employees and customers must be designated and signed.   The anticipated regular weekday and Saturday hours of operation, combined with a typical  number of employees, suggests that the daily increase in employment density would be  acceptable for this location.  63 Narrative Major PUD Amendment Prepared for: McDonald’s USA, LLC September 23, 2022 SUBMITTED TO City of Golden Valley 7800 Golden Valley Road Golden Valley, MN 55427 PREPARED BY Landform Professional Services, LLC 105 5th Ave S, Suite 513 Minneapolis, MN 55401 Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC 64 TABLE OF CONTENTS Introduction ............................................................................................................................................ 1 Major PUD Amendment .......................................................................................................................... 1 Summary ................................................................................................................................................. 1 Contact Information ................................................................................................................................ 1 65 McDonald’s on Winnetka, Golden Valley, MN September 23, 2022 MCD17393 1 Introduction On behalf of McDonald’s USA, LLC, Landform is pleased to submit this application for a major PUD amendment to allow a second drive through lane, ADA parking space updates, a crosswalk and sidewalk addition, interior and exterior building updates for the McDonald’s restaurant at 730 Winnetka Avenue. We are excited about the improvements proposed for this site. Major PUD Amendment City Code Section 113-123(j)(3) sets forth the criteria by which an application shall qualify for a major PUD amendment. The proposed improvements to the site include reducing the number of parking spaces from the existing 84 to 81 and adding a second drive-through lane. These changes are viewed as major PUD amendments. As benefits of the proposed changes to the site there will be a pedestrian connection and crosswalk provided to the building, there is an increase in the amount of pervious (green space) on the site, the building interior and exterior will be remodeled and the ADA parking spaces and accesses will be brought into compliance with current regulations. Summary We respectfully request approval of the major PUD amendment to allow a second drive through lane, ADA parking space updates, a crosswalk and sidewalk addition, interior and exterior building updates for the McDonald’s restaurant at 730 Winnetka Avenue. Contact Information This document was prepared by: Kevin Shay Landform 105 South Fifth Avenue, Suite 513 Minneapolis, MN 55401 Any additional questions regarding this application can be directed to Tom Meyer at tmeyer@landform.net or 612.638.0241. 66 C001MCD393.DWGCIVIL & LANDSCAPE TITLE SHEETC0.1 GOLDEN VALLEY, MN McDONALD'S USA, LLC. GOLDEN VALLEY, MINNESOTA AREA LOCATION MAP ABBREVIATIONS SYMBOLS SEDIMENT CONTROL FENCE SYMBOL DESCRIPTION REVISED AREA (THIS ISSUE) REVISION - ADDENDUM, BULLETIN, ETC. NOTE REFERENCE LARGE SHEET DETAIL COORDINATE POINT PARKING STALL COUNT DESCRIPTIONSYMBOL EROSION CONTROL SYMBOLS DRAWING SYMBOLS CERTIFICATIONS OWNER LEGAL DESCRIPTION BENCHMARK INLET PROTECTION C21 C7.3 1 12 2 3 LANDFORM 105 SOUTH FIFTH AVENUE, SUITE 513 MINNEAPOLIS, MN 55401 TEL 612-252-9070 FAX 612-252-9077 CONTACT: TOM MEYER PROJECT CONTACTS CIVIL ENGINEER LANDFORM 105 SOUTH FIFTH AVENUE, SUITE 513 MINNEAPOLIS, MN 55401 TEL 612-252-9070 FAX 612-252-9077 CONTACT: LARRY HUHN SURVEYOR MODULAR RETAINING WALL FIELDSTONE RETAINING WALL NEW CATV UNDERGROUND CABLE/TV EXISTING DESCRIPTION DESCRIPTION STORM SEWER WATERMAIN FORCE MAIN SANITARY SEWER-WASTE ROOF DRAIN SYSTEM GAS LINE-UNDERGROUND FIRE LINE (IF SEPARATE) FIRE DEPT. CONNECTION SOIL SUBDRAIN TELEPHONE-UNDERGROUND ELECTRIC-UNDERGROUND LAWN SPRINKLER SLEEVE > > >> RIPRAP >> FM STS RD GATE VALVE WTR SAN BLDG. FIRE GAS HYD TELE ELEC X"SSD LSS C.O. MAJOR CONTOUR BUILDING SPOT ELEVATION 120 CONCRETE SLOPE DIRECTION CONCRETE CURB GUARD RAIL FENCING CONCRETE RETAINING WALL HEIGHT, TYPE POWER POLE LIGHT STANDARD EXIT LOCATION UNDERGROUND STRUCTURE EDGE OF PAVEMENT BOLLARD CANOPY/OVERHANG BIT. EDGE FES CATCH BASIN MANHOLE LANDSCAPING GRAVEL FLAG POLE > >> POWERPOLE GUARD POST GAS METER TREES TRAFFIC SIGN WATER MAIN SANITARY SEWER LINE STORM SEWER LINE OVERHEAD ELECTRIC MAJOR CONTOUR SPOT ELEVATION CONCRETE BUILDING CANOPY / OVERHANG 120 GM 12"STS 8"SAN LT FENCING CONCRETE CURB RETAINING WALL OE MANHOLE WATER VALVE FIRE HYDRANT FLARED END SECTION CATCH BASIN 6"WTR XX HEIGHT, TYPE 1 NOTE NUMBER GUY WIRE IRON MONUMENT FOUND WATER SHUT-OFF VALVE l l MEASURED DISTANCE DISTANCE PER RECORDED PLAT UNDERGROUND TELEPHONEUT UNDERGROUND ELECTRICUE GAS LINEG PAVING BLOCK PAVING BLOCK SET 1/2" X 14" IRON PIPE TRANSFORMER TREE LINE MB MAILBOX SURVEY DISK (BENCHMARK) WSO BITUMINOUS SOIL BORING B-X 123.45 %1.00 234.5 LIGHT POLE MINOR CONTOUR123MINOR CONTOUR123 DESCRIPTIONSHEET NO. CIVIL TITLE SHEET DEMOLITION SITE PLAN DRIVE-THRU LAYOUT DRIVE-THRU DETAILS DRIVE-THRU DETAILS DRIVE-THRU DETAILS STRIPING GRADING, DRAINAGE, PAVING & EROSION CONTROL - OVERALL GRADING, DRAINAGE, PAVING & EROSION CONTROL - NORTH GRADING, DRAINAGE, PAVING & EROSION CONTROL - SOUTH CIVIL CONSTRUCTION DETAILS LANDSCAPE PLAN CIVIL SHEET INDEX & REVISION MATRIX C0.1 C1.1 C2.1 C2.2 C2.3 C2.4 C2.5 C2.6 C3.0 C3.1 C3.2 C7.1 L2.1 09.23.22X X X X X X X X X X X X X X X X X SHEETS ISSUED BY ISSUE / REVISION DATE XXnnnLot 38 except the North 100 feet, front and rear thereof, "Auditor's Subdivision Number 360, Hennepin County, Minnesota", according to the plat thereof on file and of record in the office of the Registrar of Titles in and for said Hennepin County. EXCEPT the East 40 feet thereof. The North 40 feet of the following described tract or parcel of land: That part of the SW Quarter of the NW Quarter of Section 32, Township 118 North, Range 21 West of the 5th Principal Meridian described as follows: Commencing at a point on the West line of said SW Quarter of NW Quarter which is 512.6 feet South along said line from the Northwest corner thereof; thence East parallel with the North line of said SW Quarter of NW Quarter 283.4 feet; thence South 264.4 feet to a point which is 282. 7 feet East of the West line of said SW Quarter of NW Quarter; thence Southwesterly 123.75 feet to a point which is 32 rods North of the South line of said SW Quarter of NW Quarter; thence West 159.1 feet to a point on the West line of said SW Quarter of NW Quarter which is 272. 7 feet South of the point of beginning; thence North 272.7 feet to the point of beginning. EXCEPT the East 40 feet thereof. That part of the Southwest Quarter of the Northwest Quarter, Section 32, Township 118, Range 21, described as: Commencing at a point on the West line of said Southwest Quarter of the Northwest Quarter which is 448.7 feet South along said line from the Northwest corner thereof; thence East parallel with the North line of said Southwest Quarter of the Northwest Quarter 283.4 feet; thence South parallel with the West line of said Southwest Quarter of the Northwest Quarter, 63.9 feet; thence West parallel with the North line o f said Southwest Quarter of the Northwest Quarter to the West line of said Southwest Quarter of the Northwest Quarter; thence North along the West line of said Southwest Quarter of the Northwest Quarter to the point of beginning, according to the Government Survey thereof. EXCEPT the East 40 feet thereof. That part of Lot 1, Block 1, GOLDEN VALLEY CIVIC CENTER P.U.D. NO. 56 embraced within the North 100 feet front and rear thereof, of Lot 38, "Auditor's Subdivision Number 360, Hennepin County, Minnesota" EXCEPT the East 40 feet thereof. PROJECT BENCHMARK: MNDOT GSID STATION #2723 R STATION NAME: 2723 R LOCATION: IN GOLDEN VALLEY, 0.6 MILE EAST ALONG TRUNK HIGHWAY 55 FROM THE WNCTION OF TRUNK HIGHWAY 55 AND COUNTY ROAD 18, AT TRUNK HIGHWAY 55 MILEPOINT 184.7, IN THE SOUTHEAST CORNER OF EASTBOUND TRUNK HIGHWAY 55 BRIDGE NUMBER 6732 OVER BASSE TI CREEK, 600.0 FEET EAST OF BOONE A VENUE. ELEVATION = 889.572 FEET (NAVD 88)06.22.22COMPOST/BIO LOG)))))))))))))))))))) DIRECTIONAL SIGNAGE NORTH NO SCALE A = ACCESSIBLE S = SERVICE E = EGRESS X I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CHRIS CALL, P.E. LICENSE NUMBER:DATE: D Angle &And @ At 100 YR.100 Year Flood Elevation A.B.Anchor Bolt A.D.Area Drain A/C Air Conditioning Unit ADD.Addendum ADDL.Additional ADJ.Adjacent / Adjust AHU Air Handling Unit ALT.Alternate ALUM.Aluminum ANOD.Anodized APPROX.Approximate ARCH Architect / Architectural AUTO.Automatic AVG.Average B.C.Back of Curb B/W Bottom of Wall BFE Basement Floor Elevation BIT Bituminous (Asphaltic) BLDG Building BM Benchmark BSMT.Basement C.F.Cubic Feet C.F.S.Cubic Feet Per Second C.G.Corner Guard C.J.Control Joint C.L.Centerline C.M.U.Concrete Masonry Unit C.O.Cleanout C.O.E.U.S. Army Corps Of Engineers C.Y.Cubic Yards CB Catch Basin CBMH Catch Basin Manhole CEM.Cement CIP Cast Iron Pipe CMP Corrugated Metal Pipe CONC.Concrete (Portland) CONN.Connection CONST.Construction CONT.Continuous CONTR.Contractor COP.Copper CU.Cubic D.S.Down Spout DEG.Degree DEMO.Demolition / Demolish DEPT.Department DET.Detail DIA.Diameter DIAG.Diagonal DIM.Dimension DIP Ductile Iron Pipe DN Down DWG.Drawing E.East E.J.Expansion Joint E.O.Emergency Overflow E.O.S.Emergency Overflow Swale E.W.Each Way EA.Each EL.Elevation ELEC.Electrical ELEV.Elevation EMER.Emergency ENGR.Engineer ENTR.Entrance EQ.Equal EQUIP.Equipment EQUIV.Equivalent EXIST.Existing EXP.Expansion F & I Furnish and Install F.B.O.Furnished by Others F.C.Face of Curb F.D.Floor Drain F.D.C.Fire Department Connection F.V.Field Verify FB Full Basement FBWO Full Basement Walk Out FBLO Full Basement Look Out FDN.Foundation FES Flared End Section FFE Finished Floor Elevation FLR.Floor FT. OR (')Foot FUT.Future G.B.Grade Break G.C.General Contractor GAL.Gallon GALV.Galvanized GFE Garage Floor Elevation GL.Glass GR.Grade H.Height H.P.High Point HDPEP High Density Polyethylene Pipe HGT.Height HORIZ.Horizontal HVAC Heating, Ventilation, Air Conditioning HYD Hydrant I.D.Inside Dimension OR Identification I.E. or IE Invert Elevation IN. OR (")Inches INFO.Information INL.Inlet Elevation INSUL.Insulation INV.Invert Elevation JT.Joint L.F.Linear Feet L.P.Low Point / Liquid Petroleum LB.Pound LGU Local Government Unit LB.Pound LB.Longitudinal LT.Light / Lighting MAINT.Maintenance MAS.Masonry MATL.Material MAX.Maximum MECH Mechanical MED.Medium MFR.Manufacturer MH Manhole MIN.Minimum / Minute MISC.Miscellaneous MNDOT Minnesota Department Of Transportation MOD.Module / Modular MUL.Mullion N.North N.I.C.Not In Contract NO. OR #Number NOM Nominal NTS Not to Scale NWE Normal Water Elevation NWL Normal Water Level O.F.On Center O.G.Outside Dimension O.H.Overhead Electric OH.Overhead OHWL Ordinary High Water Level OPNG.Opening ORIG.Original P.C.Point of Curvature P.I.Point of Intersection PIV Post Indicator Valve P.L. OR P/L Property Line P.O.B.Point of Beginning P.S.F.Pounds Per Square Foot P.S.I.Pounds Per Square Inch P.T.Point of Tangency P.V.C.Point of Vertical Curvature P.V.I.Point of Vertical Intersection P.V.T.Point of Vertical Tangency PE Polyethylene PED.Pedestal / Pedestrian PERF.Perforated PREP.Preparation PROJ.Project PROP.Proposed PVC Poly-Vinyl-Chloride (Piping) PVMT.Pavement QTR.Quarter QTY.Quantity R Radius RAD.Radius RE Rim Elevation (Casting) R.D.Roof Drain R.E.Remove Existing R.O.Rough Opening R.P.Radius Point RC Reinforced Concrete Pipe R.S.Rough Slab RSD Roof Storm Drain RE.Regarding REINF.Reinforced REQ'D Required REV.Revision / Revised RGU Regulatory Government Unit ROW OR R/W Right of Way S.South S.F.Square Feet SAN.Sanitary Sewer SECT.Section SE Split Entry /Side Exit SEWO Split Entry Walk Out /Side Exit Walk Out SHT.Sheet SIM.Similar SLNT.Sealant SPEC.Specification SQ.Square SSD Subsurface drain STMH Storm Sewer Manhole STD.Standard STRUCT.Structural SYM.Symmetrical T Thickness T/R Top of Rim T/W Top of Wall TEMP.Temporary THK.Thick / Thickness T.J.Tooled Joint TNH Top Nut Hydrant TYP.Typical U.N.O.Unless Noted Otherwise V.B.Vapor Barrier V.C.Vertical Curve V.I.F.Verify In Field VER.Verify VER.Vertical VEST.Vestibule W Width W.PT.Working Point W.W.F.Welded Wire Fabric W/With W/O Without WO Walk Out VER.Wetland WP Waterproof WETL.Weight YD.Yard YR.Year REVIEWED BY DRAWN BY STATE NUMBERMcDONALD'S USA, LLC.REV REVISION HISTORYSHEET NAMEPROTO. ISSUEDDATE REVIEWEDNATIONAL NUMBERDATE DATE ISSUED THESE DRAWINGS AND SPECIFICATIONS ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF McDONALD'SCORPORATION AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION. THE CONTRACTDOCUMENTS WERE PREPARED FOR USE ON THIS SPECIFIC SITE IN CONJUNCTION WITH ITS ISSUE DATE ANDARE NOT SUITABLE FOR USE ON A DIFFERENT SITE OR AT A LATER TIME. USE OF THESE DRAWINGS FORREFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTSAND ENGINEERS. REPRODUCTION OF THE CONTRACT DOCUMENTS FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED.CITYSHEET NO. STREET ADDRESSSTATECOUNTYCERTIFICATION PROJECT NO. FILE NAME:LANDFORMc202209/23/2209/23/22CNCDBL022-001500702HENNEPINMN730 WINNETKA AVE NGOLDEN VALLEYMCD17393 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®®06/22/22PERMIT SUBMITTAL09/23/22PUD SUBMITTALMcDONALD'S USA, LLC. 4643 ULSTER STREET, SUITE 1300 DENVER, CO 80237 TEL (708) 553-9683 CONTACT: LINCOLN LUDWIG REPRISE DESIGN 12400 PORTLAND AVE S, SUITE 100 BURNSVILLE, MN 55337 TEL 952-252-4042 FAX 952-252-4043 CONTACT: KRISTI DONAHUE ARCHITECT 46224 55BOONE AVE NWINNETKA AVE N10TH AVE N PLYMOUTH AVE N HAROLD AVE GOLDEN V A L L E Y R D SITE X XX X 67 12" DECIDUOUS 11" DECIDUOUS 10" DECIDUOUS 8" DECIDUOUS 12" DECIDUOUS GM12" DECIDUOUS 6" DECIDUOUS 7" DECIDUOUS 12" CONIFEROUS 10" CONIFEROUS 6" CONIFEROUS 18" DECIDUOUS 20" DECIDUOUS CB RE=904.0 IE=899.8 STMH RE=904.3 CB RE=907.0 IE=900.6 SSMH RE=901.6 IE=891.3(S) IE=891.2(N) CO LT LT LT LT LT LT LTLTLT LT 12" DECIDUOUS LT LT LT LT LT LT 12" DECIDUOUS LT 8" DECIDUOUS 8" DECIDUOUS LT 12" DECIDUOUS 16" DECIDUOUS 12" DECIDUOUS 8" DECIDUOUS 8" DECIDUOUS 12" DECIDUOUS 12" DECIDUOUS HH HH HH HH COBX HH EM LT LT 3" DECIDUOUS LT 5" DECIDUOUS HH LT LT LT LT CBMH RE=904.8 IE=900.3 12" DECIDUOUS 12" DECIDUOUS 12" DECIDUOUS 12" DECIDUOUS 12" DECIDUOUS 4" DECIDUOUS SSMH RE=904.12 INV=898.86(E/NW)THRUDRIVEYOU THANK NO PARKINGMENU BOARD KIOSK CLEARANCE BAR 12EXISTING SINGLE STORY BUILDING "MCDONALD'S CORPORATION" FFE= 905.10 5,692 SQ. FT. 3211821230186 730 WINNETKA AVENUE N GOLDEN VALLEY, MN 55427 EM PRE-SELL BOARD NO PARKING NO PARKINGPYLON SIGN "MCDONALDS" HT=25.9 FT. LIGHTED "EXIT" SIGN LIGHTED "ENTER" SIGN 2.7 3.42.72.73.42.72.74.21.72.24.11.22.2 3211821230188 7800 GOLDEN VALLEY RD GOLDEN VALLEY, MN 55427 "GOLDEN VALLEY MUNICIPAL COMPLEX" - BITUMINOUS ->>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>- BITUMINOUS -UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEIIIIIIIIIIIIIIIIIIIIIIIIUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UEUEUE UE UE UE UE UE UEUEUEUE UEUEUEUEUEUEUEUEUEUEGGG G G GGG900899901902905 902 903904906 907 908 905 901 902 903 904 906 9 0 7 908 900 90 5 8 9 6 8 9 7 89 8 899 90 1 90 2 90 3 90 4 90 6 9 0 7 908 90 9 91 0 905 906 907 903 904 910 911 912 27.3 30.86.2 54.02.7 19.42.7 21.823.9 18.860.45.14.212.84.2 33.3FOUND IP FOUND IP FOUND IP 3333 - BITUMINOUS - "GOLDEN VALLEY LIBRARY" G G G G G G G G 8 8 8 11 11 11 11 8 1313XX X XXX13 13 13 13 13 13 13 13 13 18 18 1818 18 13 13 1313 19 19 1818 XX X1818 11 8 8 13 13 1111 XX13 13 8 8 11 13 11 13 13 10 13 C101MCD393.DWGEXISTING CONDITIONS & DEMOLITIONC1.1 REVIEWED BY DRAWN BY STATE NUMBERMcDONALD'S USA, LLC.REV REVISION HISTORYSHEET NAMEPROTO. ISSUEDDATE REVIEWEDNATIONAL NUMBERDATE DATE ISSUED THESE DRAWINGS AND SPECIFICATIONS ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF McDONALD'SCORPORATION AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION. THE CONTRACTDOCUMENTS WERE PREPARED FOR USE ON THIS SPECIFIC SITE IN CONJUNCTION WITH ITS ISSUE DATE ANDARE NOT SUITABLE FOR USE ON A DIFFERENT SITE OR AT A LATER TIME. USE OF THESE DRAWINGS FORREFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTSAND ENGINEERS. REPRODUCTION OF THE CONTRACT DOCUMENTS FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED.CITYSHEET NO. STREET ADDRESSSTATECOUNTYCERTIFICATION PROJECT NO. FILE NAME:LANDFORMc202209/23/2209/23/22CNCDBL022-001500702HENNEPINMN730 WINNETKA AVE NGOLDEN VALLEYMCD17393 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®®06/22/22PERMIT SUBMITTAL09/23/22PUD SUBMITTALNORTH 0 20 40 EXISTING CONDITIONS DEMOLITION LEGEND Obtain permits for demolition, clearing, and disposal prior to beginning. Contact utility service providers for field location of services 72 hours prior to beginning demolition and clearing. See Sheet C3.1 for erosion prevention and sediment control measures that must be in place prior to disturbances to site. Building demolition: verify with owner that building has been cleared of regulated materials requiring special handling or disposal and examined by competent person. Remove structure, columns, canopies, and any associated construction in its entirety. Refer to Architecture. Dimensions shown for removal are approximate. Coordinate with new construction to ensure appropriate removal of existing facilities. Sawcut existing pavement. Remove concrete walks, slabs, and curbing to the nearest existing joint beyond construction limits. Complete demolition with minimal disruption of traffic. Coordinate lane closures with the regulatory authority and provide advance notification to affected emergency response providers. Provide barricades, lights, signs, traffic control, and other measures necessary for protection and safety of the public and maintain throughout construction. The City requires traffic control measures to be in place during utility installation, existing building demolition, driveway installation, sidewalk installation and final restoration within the right-of-way. Protect structures, utilities, trees, plant material, sod, and adjacent property from damage during construction unless noted for removal. Damage shall be repaired to equal or better condition at no additional cost. Remove trees noted, including root structures, from the site. Coordinate with owner to mark trees to be saved or transplanted prior to clearing. Protect trees indicated with tree protection fencing per detail C7.1/3. Remove existing site features including, but not limited to, underground utilities, paving, curbing, walkways, fencing, retaining walls, screen walls, aprons, lighting, related foundations, signage, bollards, landscaping, and stairways within the construction limits unless noted otherwise. Coordinate removal, relocation, termination, and re-use of existing private utility services and appurtenances with the utility companies. Restore electric handholes, pullboxes, powerpoles, guylines, and structures disturbed by construction in accordance with utility owner requirements. Existing piping and conduits may be abandoned in-place if filled with sand and if not in location of proposed building or in conflict with proposed utilities or structures. Terminate existing services at the supply side in conformance with provider's standards. Haul demolition debris off-site to a facility approved by regulatory authorities for the handling of demolition debris. Reserved. Remove pavement markings. Remove and replace foundation as necessary for new directional sign. Refer to details C2.4/1 and C2.4/2. See Sheet C2.1 for additional notes. DEMOLITION AND CLEARING NOTES 11 13 8 3. 4. 5. 6. 7. 9. 10. 12. 14. 15. 16. 17. 18 Background information shown is from survey by Landform, Minneapolis, MN, on August 24, 2018, expressly for this project; Golden Valley, MN record drawings; and utility service providers. Landform offers no warranty, expressed or written, for information provided by others. Existing project conditions shall be verified prior to beginning construction. Errors, inconsistencies, or omissions discovered shall be reported to the Engineer immediately. Reserved. For Construction Staking or Surveying services contact Landform at 612-252-9070. Curb Removal Tree/shrub Removal Pavement Sawcut XXX XTree Protection 1. 2. 3. 19 68 A A A S S S SNOPARKING THANKYOUNOPARKING DRIVETHRUDRIVETHRUGMCB RE=904.0 IE=899.8 STMH RE=904.3 CB RE=907.0 IE=900.6 CO LT LT LT LT LT LT LTLTLT LT LT LT LT LT LT LT LT LT HH HH HH HH COBX HH EM LT LT LT HH LT LT LT LT CBMH RE=904.8 IE=900.3 NO PARKINGEXISTING SINGLE STORY BUILDING "MCDONALD'S CORPORATION" FFE= 905.10 5,692 SQ. FT. 3211821230186 730 WINNETKA AVENUE N GOLDEN VALLEY, MN 55427 EM PYLON SIGN "MCDONALDS" HT=25.9 FT. LIGHTED "ENTER" SIGN 3211821230188 7800 GOLDEN VALLEY RD GOLDEN VALLEY, MN 55427 "GOLDEN VALLEY MUNICIPAL COMPLEX" - BITUMINOUS - - BITUMINOUS -IIIIIIIIIIIIIIIIIIIIIIIIFOUND IP FOUND IP FOUND IP 3333 - BITUMINOUS - "GOLDEN VALLEY LIBRARY" 19 23 20 3 2a 2 2a 8 2 1 18'24.9'16.36'24.74'18'5.5' 5' 7.21'17.86' 9 ' 9 '9' (TYP . ) (TYP . ) (TYP . )5'2 2 2 3 4 3 4 5 5 6 6 7 7 7 7 7 7 9 9 9 9 7 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 11 12 12 12 12 12 12 12 13 14 15 16 16 19 10 19 33.17' (EX.)2 6 6 7 12 9 9 775'5'5'R 1 0 'R3'R10'R3.5'R3.5'12 7 12 12 1212 20 20 20 17 C201MCD393.DWGSITE PLANC2.1 Obtain all necessary permits for construction within, or use of, public right-of-way. The digital file, which can be obtained from the Engineer, shall be used for staking. Discrepancies between the drawings and the digital file shall be reported to the Engineer. The building footprint, as shown on these drawings, and the digital file, shall be compared to the structural drawings prior to staking. Dimensions shown are to face of curb and exterior face of building unless noted otherwise. 1. 2. 3. Green Space SITE PLAN NOTES PARKING SUMMARY SITE CONSTRUCTION NOTES 1 2 3 4 5 6 7 8 9 McDonald's pylon sign. - Existing. Drive-thru signage. See Sheet C2.2. State and ADA approved accessible sign and bollard per detail C7.1/9. State and ADA approved accessible sign and bollard with "Van Accessible" sign per detail C7.1/9. Mobile Order pick up signage. Refer to detail C2.5/2.. Concrete drive aprons and slabs. Refer to Sheet C3.1 for specifications. Concrete sidewalk. Meet and match existing sidewalk. Refer to sheet C3.1. Reserved. Bituminous pavement. Refer to Sheet C3.1 for specifications. Parking lot light. - Existing. Railing. Refer to Architectural. Planting area. Replace in-kind or match adjacent landscaping for areas that are disturbed. Trash enclosure. - Existing. Stacking distance is 100' Connection to public sidewalk. State and ADA approved accessible sign with "Access Aisle / No Parking" sign per detail C7.1/2. Add bollard per detail C7.1/10. 10 11 12 13 14 15 Total Parking Stalls Required 5,692 s.f./40 = 142 stalls Required Parking: 5,692 s.f. total One Stall per 40 s.f. of building 4 77 81 ea. ea. ea.Accessible Stalls Standard Stalls Provided Parking: Total Parking Stalls Provided (9x18) (9x18) 142 ea. The Property is Zoned Commercial Building Setback information is as follows: Front Yard = 35 ft. Rear = 30 ft. Side = 30 ft. Parking Setback information is as follows: Front Yard = 35 ft. Rear = 30 ft. Side = 30 ft. Impervious Pervious Total 64,758 53,456 11,302 s.f. s.f. s.f. Impervious Proposed: Total Pervious Existing: 64,758 53,608 11,150 s.f. s.f. s.f. AREA SUMMARY ZONING AND SETBACK SUMMARY 16 New or replaced directional signage is not being approved as part of this plan set with the jurisdiction. Directional signage. Install new base for directional signage as necessary. Refer to detail C2.4/1 and separate sign package. If existing bolt pattern works with new signage, and the bolts are long enough, Contractor may reuse existing foundation. If bolt pattern does not match, or if bolts are not long enough for the bolts to be double-nutted, remove and install new foundation. No retrofit foundations are allowed. Contractor to install 12" x 18" Sign with "NOT AN ACCESSIBLE ROUTE" text. Sign to be mounted on 2"-diameter galvanized post buried minimum of 3.5-feet. 18. DIRECTIONAL SIGNAGE NOTES 19 100.0% 82.5% 17.5% 100.0% 82.8% 17.2% 1.49 1.23 0.26 ac. ac. ac. 1.49 1.23 0.26 ac. ac. ac. LEGEND 17 REVIEWED BY DRAWN BY STATE NUMBERMcDONALD'S USA, LLC.REV REVISION HISTORYSHEET NAMEPROTO. ISSUEDDATE REVIEWEDNATIONAL NUMBERDATE DATE ISSUED THESE DRAWINGS AND SPECIFICATIONS ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF McDONALD'SCORPORATION AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION. THE CONTRACTDOCUMENTS WERE PREPARED FOR USE ON THIS SPECIFIC SITE IN CONJUNCTION WITH ITS ISSUE DATE ANDARE NOT SUITABLE FOR USE ON A DIFFERENT SITE OR AT A LATER TIME. USE OF THESE DRAWINGS FORREFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTSAND ENGINEERS. REPRODUCTION OF THE CONTRACT DOCUMENTS FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED.CITYSHEET NO. STREET ADDRESSSTATECOUNTYCERTIFICATION PROJECT NO. FILE NAME:LANDFORMc202209/23/2209/23/22CNCDBL022-001500702HENNEPINMN730 WINNETKA AVE NGOLDEN VALLEYMCD17393 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®®06/22/22PERMIT SUBMITTAL09/23/22PUD SUBMITTALNORTH 0 20 40 4 80 84 ea. ea. ea.Accessible Stalls Standard Stalls Existing Parking: Total Parking Stalls Existing (9x18) (9x18) 20 69 A A A S S S SNOPARKING THANKYOUNOPARKING DRIVETHRUDRIVETHRUGMCO LT LT LT LT LT LT LTLTLT LT LT LT LT LT LT LT LT LT HH HH HH HH COBX HH EM LT LT LT HH LT LT LT LT NO PARKINGEXISTING SINGLE STORY BUILDING "MCDONALD'S CORPORATION" FFE= 905.10 5,692 SQ. FT. 3211821230186 730 WINNETKA AVENUE N GOLDEN VALLEY, MN 55427 EM PYLON SIGN "MCDONALDS" HT=25.9 FT. LIGHTED "ENTER" SIGN - BITUMINOUS ->>>>UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEIIUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UEUEUE UE UE UE UE UE UEUEUEUE UEUEUEUEUEUEUEUEUEUEG G GGG33 - BITUMINOUS - "GOLDEN VALLEY LIBRARY" G G G G G G G L N C2.2 1 ENLARGED VIEW P P S S S LT LT NO PARKINGEM UE UE UE UEUEUEUEUEUEUEUEUE UEUEUE15' A M A B B 5.75' 1.25' 5.75' 14' 2.25'12'6'10'9.57' (EX.)1.25' 40.88' 2.25' 1'20°'12'35°'1.25' 15'50°'35°'C E D F G I H HJ K O O 10'8.04' (EX.) 7.5' ( E X . ) C202MCD393.DWGDRIVE-THRU LAYOUTC2.2 REVIEWED BY DRAWN BY STATE NUMBERMcDONALD'S USA, LLC.REV REVISION HISTORYSHEET NAMEPROTO. ISSUEDDATE REVIEWEDNATIONAL NUMBERDATE DATE ISSUED THESE DRAWINGS AND SPECIFICATIONS ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF McDONALD'SCORPORATION AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION. THE CONTRACTDOCUMENTS WERE PREPARED FOR USE ON THIS SPECIFIC SITE IN CONJUNCTION WITH ITS ISSUE DATE ANDARE NOT SUITABLE FOR USE ON A DIFFERENT SITE OR AT A LATER TIME. USE OF THESE DRAWINGS FORREFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTSAND ENGINEERS. REPRODUCTION OF THE CONTRACT DOCUMENTS FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED.CITYSHEET NO. STREET ADDRESSSTATECOUNTYCERTIFICATION PROJECT NO. FILE NAME:LANDFORMc202209/23/2209/23/22CNCDBL022-001500702HENNEPINMN730 WINNETKA AVE NGOLDEN VALLEYMCD17393 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®®06/22/22PERMIT SUBMITTAL09/23/22PUD SUBMITTALNORTH 0 20 40 10 SCALE ENLARGED PLAN1 All dimensions are to face of curb unless noted otherwise on plan. Field verify and confirm existing conditions and dimensions prior to commencing construction. Notify McDonald's Project Manager of any discrepancies prior to commencing construction. See Sheet C2.1 for all other construction site dimensions. See Sheet C2.6 for striping. New concrete curb and gutter. Install new Outdoor Menu Board. See Sheet C2.3 for foundation detail, Sheet C2.5 for schematic detail, and see manufacturer for installation instructions. Install new Primary Lane Canopy. Locate 121' from c.l. of canopy to c.l. of cash window measured along c.l. of travel path. See Sheet C2.3 for foundation detail, Sheet C2.5 for schematic detail, and manufacturer for installation instructions. Secondary Lane Canopy. Locate 14'-0" from nose of concrete island. See Sheet C2.3 for foundation detail, Sheet C2.5 for schematic detail, and manufacturer for installation instructions. Install Primary Lane Detector Loop. Flip loop forward. Install Secondary Lane Detector Loop 2'-0" forward of c.l. of DT. Flip loop forward. Double Arm Gateway Sign. Center of the footing of the gateway sign shall be 18" from the back of curb unless noted otherwise on plan. See Sheet C2.3 for foundation detail, Sheet C2.5 for schematic detail, and manufacturer for installation instructions. Landscaped area. Any Lane Any Time sign. Attach sign to gateway 6' from bottom of post. See Sheet C2.5 for schematic detail and manufacturer for installation instructions. Primary Pre-Browse Board. Install primary pre-browse board 15' from the primary canopy, unless noted otherwise on plan, as measured along the face of curb of the lane. See Sheet C2.3 for foundation detail, C2.5 for schematic detail, and manufacturer for installation instructions. Secondary Pre-Browse Board. Install secondary pre-browse board 15' from the secondary canopy, unless noted otherwise on plan, as measured along the face of curb of the lane. See Sheet C2.3 for foundation detail, C2.5 for schematic detail, and manufacturer for installation instructions. Install detector loops at cash and present windows. Flip loop forward. Install bollard at the corner of the building on the drive-thru side. Bollard shall be flush against the building and the face of the bollard shall be tight against the back of curb. See detail C7.1 / 10. Install Pull Forward Sign & Bollard. See detail C2.5 / 2. Note Proximity of Utilities. Contractor to daylight existing utilities prior to construction of foundation. Reserved (-or-) Place new bollard cover on existing bollard. Color to match building base or doors. For covers, contact: Pugleasa Company, Inc. 1253 Connelly Avenue Arden Hills, MN 55112 Attn: Al Shepardson 651-636-6442 Signage & Drive-Thru Elements: DT, drive-thru pylon/clearance pole, bollard sign, and freestanding merchandizer shall be consistent with the 2019 Standard Building Design drive-thru elements. Other designs may not be used. General Contractor shall coordinate with Civil plans, McDonald's Project Manager, and signage supplier to determine the exact location, orientation, mounting heights, and number of signs and other drive-thru elements to be installed at this site. All work shall be coordinated with other trades. Contact McDonald's Project Manager for signage & drive-thru element footing and wiring requirements. Signage manufacturer to provide footing anchors & templates to G.C. prior to foundation pouring. See Sheet C2.5 and electrical sheets for drive-thru wiring information. General Contractor to coordinate the responsibilities of the electrical contractor and the sign supplier. General Contractor to install pre-formed, pre-wired vehicle detector loop. General Contractor shall verify conduit sizes required by vehicle loop detector supplier. Contractor to verify location of any utilities prior to installation of any foundations. 1. 2. 3. 4. 5. 6. 7. 8. GENERAL NOTES DRIVE-THRU CONSTRUCTION NOTES A B D E F G H I J K L C M DRIVE-THRU LAYOUT NOTES 1. 2. 3. 4. LEGEND :VISION TRIANGLE O N P 70 C203MCD393.DWGDRIVE-THRU DETAILSC2.3 NO SCALE 1 2 NO SCALE34"5"NOTE: -DESIGN CODES IBC 2018 ASCE 7-10 ACI 318-08 AISC 13TH EDITION AWS D1.1 WIND SPEED -- 130 MPH FACTORED, 3 SEC GUST -EXPOSURE C -DESIGN LOADS DERIVED FROM THESE CODES AND FORCES AXIAL LOAD -- 960 LBS SHEAR FORCE -- 700 LBS OVERTURNING MOMENT -- 5500 LB-FT -USE 3000 PSI CONCRETE COMPRESSIVE STRENGTH (f'c) -PIER DEPTHS REQUIRED ARE MINIMUMS. ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCAL JURISDICTION. -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -ELECTRICAL CONTRACTOR TO PROVIDE INFORMATION ON CONDUIT AND ELECTRICAL REQUIREMENTS. -MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE 100 PSF/FT OF DEPTH x2. -TOP 6" OF SOIL NEGLECTED IN EMBEDMENT DEPTH CALCULATIONS (EMBEDMENT DEPTHS SHOWN ARE FROM GRADE) -3" MIN. CONCRETE COVER FOR REINFORCEMENT -ALL REINFORCING STEEL BY GENERAL CONTRACTOR NOTES: -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE NOTES: -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -HOT DIPPED GALVANIZED BOLTS -F1554 GRADE 36 ANCHOR BOLTS -ANCHOR BOLTS TO BE SET IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE 103" MIN. COVER -THE FOLLOWING CODES WERE USED IN DESIGN: -IBC 2018 -ASCE 7-10 -ACI 318-08 -AISC 13th EDITION -AWS D1.1 -WIND SPEED 130 MPH FACTORED, 3 SEC GUST -EXPOSURE C -DESIGN LOADS DERIVED FROM THESE CODES AND FORCES -AXIAL - 960 LBS -SHEAR - 700 LBS -MOMENT - 5500 LB-FT -ALL FOOTING EXCAVATIONS ARE TO BE CLEAR OF WATER AND FOREIGN MATTER BEFORE PLACING CONCRETE. -MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE OF 100PSF/FT (x2) -SITE SOIL CONDITIONS TO BE CONFIRMED BY GEOTECHNICAL ENGINEER. IF ASSUMED SOIL CONDITIONS ARE NOT PRESENT, FOUNDATION SHALL BE DESIGNED BY A LICENSED STRUCTURAL ENGINEER TAKING INTO ACCOUNT ACTUAL SITE SOIL CONDITIONS. -TOP 6" OF SOIL NEGLECTED IN EMBEDMENT DEPTH CALCULATIONS (EMBEDMENT DEPTHS SHOWN ARE FROM GRADE) -ELECTRICAL CONTRACTOR TO PROVIDE INFORMATION ON CONDUIT AND ELECTRICAL REQUIREMENTS. CONCRETE: -ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED RESIDUAL SOIL AND/OR ENGINEERED EARTH FILL COMPACTED TO 98% OF ITS MAXIMUM DRY DENSITY AS PER ASTM D 698-70 (STANDARD PROCTOR) UNLESS NOTED OTHERWISE. -ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCAL JURISDICTION. -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -MINIMUM CONCRETE STRENGTH (f'c) SHOULD CONFORM WITH MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTION 2.13-A. -USE OF ADMIXTURES SHALL CONFORM TO MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATION SECTION 2.6. -AIR ENTRAINMENT SHALL CONFORM WITH MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATION SECTIONS 2.6-A & 2.13-A. -WATER CONTENT RATIO SHALL CONFORM TO MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTION 2.13-A. -FOUNDATION CONCRETE TO BE TESTED PER MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTION 3.14. -PROVIDE A MINIMUM 3" OF CONCRETE COVER OVER ALL EMBEDDED STEEL. -REINFORCEMENT PLACEMENT SHALL CONFORM TO MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTIONS 3.2 & 3.5 PERFORMED BY GENERAL CONTRACTOR. -ANCHOR BOLTS TO BE SET IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE. -DO NOT PLACE POLES ON CONCRETE UNTIL CONCRETE HAS CURED PER MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATION, SECTION 3.11-E. STEEL: -STEEL PIPE SECTION:ASTM A53 OR A252 TYPE E GRADE B (Fy = 35ksi) -HSS ROUND SECTION:ASTM A500 GRADE B (Fy = 42ksi) -HSS SQUARE/RECTANGULAR SECTIONS:ASTM A500 GRADE B (Fy = 46ksi) -CONNECTION BOLTS A325 -STEEL ANGLES, CHANNELS, STRUCTURAL SHAPES AND PLATES: ASTM A36 -REINFORCEMENT:GRADE 60 - BY GENERAL CONTRACTOR -NUTS:A563DH OR A194-2H -WASHERS:A36 -USE HOT DIPPED GALVANIZED BOLTS AND FASTENERS. -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER. -NO FIELD HEATING TO BEND STEEL SHALL BE ALLOWED WITHOUT ENGINEER'S APPROVAL. -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE. -AFTER INSTALLATION, ALL EXPOSED STEEL SHALL BE PAINTED WITH AN ENAMEL PAINT TO INHIBIT CORROSION. -ANY FIELD WELDING SHALL FIRST BE VERIFIED BY ENGINEER AND PERFORMED IN ACCORDANCE WITH AWS D1.1. -REFER TO SIGN MANUFACTURER DRAWINGS AND INSTRUCTIONS FOR ADDITIONAL INFORMATION. -CONTRACTOR (INSTALLER) IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION IN REGARDS TO JOBSITE SAFETY. -DETAILS AND STRUCTURAL MEMBERS NOT SHOWN DESIGNED BY OTHERS. -ANY MODIFICATIONS ARE TO BE VERIFIED BY AN ENGINEER. 36" DIA. 10 36" DIA.5'-6"1 1/2" MAX3"NO SCALE DOUBLE GATEWAY FOUNDATION - 130 MPH FACTORED WIND SPEED 3 FOUNDATION - NTS ODMB AND PRE-BROWSE FOUNDATION - 115 MPH FACTORED WIND SPEED GENERAL NOTES MAXIMUMS AT POLE BASE: AXIAL LOAD -- 960 LBS SHEAR FORCE -- 700 LBS OVERTURNING MOMENT -- 5500 LB-FT FINISHED LANDSCAPED GRADE CONNECTION DETAILS - NTS ANCHOR BOLT PATTERN - NTS8"5'-0"3" COVER 2'-6" DIA 44"3"4-1/2" -THE FOLLOWING CODES WERE USED IN DESIGN: -IBC 2018 -ASCE 7-10 -ACI 318-14 -AISC 14th EDITION -AWS D1.1 -WIND SPEED 115 MPH (FACTORED WIND SPEED) -EXPOSURE C -DESIGN LOADS DERIVED FROM THESE CODES AND FORCES SINGLE DOUBLE -AXIAL - 325#-590# -SHEAR - 104#-184# -MOMENT - 402#'-764#' -ALL FOOTING EXCAVATIONS ARE TO BE CLEAR OF WATER AND FOREIGN MATTER BEFORE PLACING CONCRETE. -MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE OF 100PSF/FT (x2). -SITE SOIL CONDITIONS TO BE CONFIRMED BY GEOTECHNICAL ENGINEER. IF ASSUMED SOIL CONDITIONS ARE NOT PRESENT, FOUNDATION SHALL BE DESIGNED BY A LICENSED STRUCTURAL ENGINEER TAKING INTO ACCOUNT ACTUAL SITE SOIL CONDITIONS. -TOP 6" OF SOIL NEGLECTED IN EMBEDMENT DEPTH CALCULATIONS (EMBEDMENT DEPTHS SHOWN ARE FROM GRADE). -ELECTRICAL CONTRACTOR TO PROVIDE INFORMATION ON CONDUIT AND ELECTRICAL REQUIREMENTS. CONCRETE: -ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED RESIDUAL SOIL AND/OR ENGINEERED EARTH FILL COMPACTED TO 98% OF ITS MAXIMUM DRY DENSITY AS PER ASTM D 698-70 (STANDARD PROCTOR) UNLESS NOTED OTHERWISE. -ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCAL JURISDICTION. -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -MINIMUM CONCRETE STRENGTH (f'c=3,000 PSI) SHALL CONFORM WITH MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTION 2.13-A. -USE OF ADMIXTURES SHALL CONFORM TO MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATION SECTION 2.6. -AIR ENTRAINMENT SHALL CONFORM WITH MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATION SECTIONS 2.6-A & 2.13-A. -WATER CONTENT RATIO SHALL CONFORM TO MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTION 2.13-A. -FOUNDATION CONCRETE TO BE TESTED PER MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTION 3.14. -PROVIDE A MINIMUM 3" OF CONCRETE COVER OVER ALL EMBEDDED STEEL. -REINFORCEMENT PLACEMENT SHALL CONFORM TO MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTIONS 3.2 & 3.5. PERFORMED BY GENERAL CONTRACTOR. -ANCHOR RODS TO BE SET IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE -DO NOT PLACE POLES ON CONCRETE UNTIL CONCRETE HAS CURED PER MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATION, SECTION 3.11-E. STEEL: -STEEL PIPE SECTION: ASTM A53 OR A252 TYPE E GRADE B (Fy=35ksi) -HSS ROUND SECTION: ASTM A500 GRADE B (Fy=42ksi) -HSS SQUARE/RECTANGULAR SECTIONS:ASTM A500 GRADE B (Fy=46ksi) -HEADED ANCHOR RODS ASTM F1554 GR 55, AN ACCEPTABLE ALTERNATIVE IS ASTM F1554 GR 55, S1 WHEN THE EMBEDDED END OF THE ROD IS THREADED AND THE NUT TACK WELDED PRIOR TO GALVANIZATION. -STEEL ANGLES, CHANNELS, STRUCTURAL SHAPES AND PLATES: ASTM A36 -REINFORCEMENT:ASTM A615 GRADE 60 - BY GENERAL CONTRACTOR -NUTS:ASTM A563A, HEAVY HEX -WASHERS:ASTM F844 A36 -USE ASTM A153 CLASS C HOT DIPPED GALVANIZED BOLTS AND FASTENERS -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER. -NO FIELD HEATING TO BEND STEEL SHALL BE ALLOWED WITHOUT ENGINEER'S APPROVAL. -DO NOT CUT ANCHOR RODS AFTER INSTALLATION OF POLE. -AFTER INSTALLATION, ALL EXPOSED STEEL SHALL BE PAINTED WITH AN ENAMEL PAINT TO INHIBIT CORROSION. -ANY FIELD WELDING SHALL FIRST BE VERIFIED BY ENGINEER AND PERFORMED IN ACCORDANCE WITH AWS D1.1. -REFER TO SIGN MANUFACTURER DRAWINGS AND INSTRUCTIONS FOR ADDITIONAL INFORMATION. -CONTRACTOR (INSTALLER) IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION IN REGARDS TO JOBSITE SAFETY. -DETAILS AND STRUCTURAL MEMBERS NOT SHOWN DESIGNED BY OTHERS. -ANY MODIFICATIONS ARE TO BE VERIFIED BY AN ENGINEER. FOUNDATION NOTES: -PIER DEPTHS REQUIRED ARE MINIMUMS. ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCAL JURISDICTION. -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE 100 PSF/FT OF DEPTH (x2) -ALL REINFORCING STEEL BY GENERAL CONTRACTOR NOTES: -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER NOTES: -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE GENERAL NOTES FOUNDATION - NTS CONNECTION DETAILS - NTS 3/4" ANCHOR BOLT PATTERN - NTS 8" 2'-6" DIA ORDER HERE CANOPY - 130 MPH FACTORED WIND SPEED NOTES: -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER. -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE. GENERAL NOTES FOUNDATION - NTS CONNECTION DETAILS - NTS11"3'-0" FOUNDATION 11" ANCHOR BOLT PATTERN - NTS 6"2" CAP MAX3'-0" Ø8'-0" FOUNDATION DEPTH3" PIER PROJECTION 42"EMBEDMENTNOTE: -DESIGN CODES IBC 2018 ASCE 7-10 ACI 318-08 AISC 13th EDITION AWS D1.1 -WIND SPEED-130 MPH FACTORED (MPH 3-SEC GUST) -EXPOSURE C -DESIGN LOADS DERIVED FROM THESE CODES AND FORCES (#, #') -AXIAL-2600 LBS -SHEAR-2900 LBS -OVERTURNING MOMENT-14,500 LB-FT -USE CONCRETE WITH A 3000PSI MINIMUM COMPRESSIVE STRENGTH (f'c). -PIER DEPTHS REQUIRED ARE MINIMUMS. ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCAL JURISDICTION. -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -ELECTRICAL CONTRACTOR TO PROVIDE INFORMATION ON CONDUIT AND ELECTRICAL REQUIREMENTS. -MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE 100 PSF/FT OF DEPTH (x2). -TOP 6" OF SOIL NEGLECTED IN EMBEDMENT DEPTH CALCULATIONS (EMBEDMENT DEPTHS SHOWN ARE FROM GRADE). -PROVIDE A MINIMUM OF 3" CONCRETE COVER FOR ALL EMBEDDED STEEL. -FOUNDATION IS DESIGNED FOR SINGLE OR DOUBLE POLE COLUMNS. -ALL REINFORCING STEEL BY GENERAL CONTRACTOR. NOTES: -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -USE F1554 GRADE 36 BOLTS MINIMUM. -USE HOT DIPPED GALVANIZED BOLTS. -ANCHOR BOLTS TO BE SET IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE. -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER. -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE. 3" MIN. COVER -THE FOLLOWING CODES WERE USED IN DESIGN: -IBC 2018 -ASCE 7-10 -ACI 318-08 -AISC 13th EDITION -AWS D1.1 -WIND SPEED 130 MPH FACTORED, 3 SEC GUST -EXPOSURE C -DESIGN LOADS DERIVED FROM THESE CODES AND FORCES -AXIAL - 2600 LBS -SHEAR - 2900 LBS -MOMENT - 14,500 LB-FT -ALL FOOTING EXCAVATIONS ARE TO BE CLEAR OF WATER AND FOREIGN MATTER BEFORE PLACING CONCRETE. -MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE OF 100PSF/FT (x2). -SITE SOIL CONDITIONS TO BE CONFIRMED BY GEOTECHNICAL ENGINEER. IF ASSUMED SOIL CONDITIONS ARE NOT PRESENT, FOUNDATION SHALL BE DESIGNED BY A LICENSED STRUCTURAL ENGINEER TAKING INTO ACCOUNT ACTUAL SITE SOIL CONDITIONS. -TOP 6" OF SOIL NEGLECTED IN EMBEDMENT DEPTH CALCULATIONS (EMBEDMENT DEPTHS SHOWN ARE FROM GRADE). -ELECTRICAL CONTRACTOR TO PROVIDE INFORMATION ON CONDUIT AND ELECTRICAL REQUIREMENTS. CONCRETE: -ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED RESIDUAL SOIL AND/OR ENGINEERED EARTH FILL COMPACTED TO 98% OF ITS MAXIMUM DRY DENSITY AS PER ASTM D 698-70 (STANDARD PROCTOR) UNLESS NOTED OTHERWISE. -ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCAL JURISDICTION. -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -MINIMUM CONCRETE STRENGTH (f'c) SHOULD CONFORM WITH MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTION 2.13-A. -USE OF ADMIXTURES SHALL CONFORM TO MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATION SECTION 2.6. -AIR ENTRAINMENT SHALL CONFORM WITH MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATION SECTIONS 2.6-A & 2.13-A. -WATER CONTENT RATIO SHALL CONFORM TO MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTION 2.13-A. -FOUNDATION CONCRETE TO BE TESTED PER MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTION 3.14. -PROVIDE A MINIMUM 3" OF CONCRETE COVER OVER ALL EMBEDDED STEEL. -REINFORCEMENT PLACEMENT SHALL CONFORM TO MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTIONS 3.2 & 3.5. PERFORMED BY GENERAL CONTRACTOR. -ANCHOR BOLTS TO BE SET IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE. -DO NOT PLACE POLES ON CONCRETE UNTIL CONCRETE HAS CURED PER MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATION, SECTION 3.11-E. STEEL: -STEEL PIPE SECTION:ASTM A53 OR A252 TYPE E GRADE B (Fy = 35ksi) -HSS ROUND SECTION:ASTM A500 GRADE B (Fy = 42ksi) -HSS SQUARE/RECTANGULAR SECTIONS:ASTM A500 GRADE B (Fy = 46ksi) -CONNECTION BOLTS A325 -STEEL ANGLES, CHANNELS, STRUCTURAL SHAPES AND PLATES: ASTM A36 -REINFORCEMENT:GRADE 60 - BY GENERAL CONTRACTOR -NUTS:A563DH OR A194-2H -WASHERS:A36 -USE HOT DIPPED GALVANIZED BOLTS AND FASTENERS -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER -NO FIELD HEATING TO BEND STEEL SHALL BE ALLOWED WITHOUT ENGINEER'S APPROVAL. -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE. -AFTER INSTALLATION, ALL EXPOSED STEEL SHALL BE PAINTED WITH AN ENAMEL PAINT TO INHIBIT CORROSION. -ANY FIELD WELDING SHALL FIRST BE VERIFIED BY ENGINEER AND PERFORMED IN ACCORDANCE WITH AWS D1.1. -REFER TO SIGN MANUFACTURER DRAWINGS AND INSTRUCTIONS FOR ADDITIONAL INFORMATION. -CONTRACTOR (INSTALLER) IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION IN REGARDS TO JOBSITE SAFETY. -FOUNDATIONS ARE DESIGNED FOR SINGLE OR DOUBLE POLE COLUMNS. -DETAILS AND STRUCTURAL MEMBERS NOT SHOWN DESIGNED BY OTHERS. -ANY MODIFICATIONS ARE TO BE VERIFIED BY AN ENGINEER. AXIAL LOAD-2600 LBS SHEAR FORCE-2900 LBS OVERTURNING MOMENT-14,500 LB-FT MAXIMUMS AT POLE BASE TOP OF CURB ELEVATION 4" SLOPE TOP TO SHED WATER UNDISTURBED SOIL (4) 3/4" DIA ANCHOR RODS 2"x2"x1/4" STEEL PLATE NO. 3 TIES, 10" C/C (3 IN TOP 5 INCHES) SUPPLIED BY GENERAL CONTRACTOR (6) 4'-10 #5 BARS (EQ. SPACED) SUPPLIED BY GENERAL CONTRACTOR CONCRETE FOUNDATION HEAVY 3/4" HEX TOP NUT (GALVANIZED), 2 PLS 2"x2"x1/4" PLATES (GALVANIZED) 2 PLS HEAVY HEX LEVELING NUT (GALVANIZED) 3/4" DIA. HOT DIPPED GALVANIZED ANCHOR RODS 2"x2"x1/4" PLATE HEADED ROD ELECTRICAL CONDUITS FED THROUGH HOLE IN BASE PLATE 3/4" NUTS HDG (2 PLS) 2"x2"x1/4" LEVELING PLATE 2"x2"x1/4" LEVELING PLATE 3/4" NUT HDG SLOPE TOP TO SHED WATER SLOPE TOP TO SHED WATER ELECTRICAL CONDUITS FED THROUGH HOLE IN BASE PLATE (12) 5'-4" #6 VERTICALS SUPPLIED BY GENERAL CONTRACTOR #3 TIES @ 12" O.C. W/ (3) #3 TIES @ TOP 5" SUPPLIED BY GENERAL CONTRACTOR SLOPE TOP TO SHED WATER SLOTTED HOLE 2"x2"x1/4" PLATE 3/4" DIA., GRADE 55, HOT DIPPED GALVANIZED ANCHOR BOLT HEAVY HEX LEVELING NUT (GALVANIZED) GALVANIZED PLATE WASHERS SUPPLIED BY MANUFACTURER HEAVY HEX TOP NUT (GALVANIZED) 1/2 HEIGHT LOCK NUT SLOPE TOP TO SHED WATER 2"x2"x1/4" PLATE 1/2" DIA., GRADE 36, HOT DIPPED GALVANIZED ANCHOR BOLT HEAVY HEX LEVELING NUT (GALVANIZED) PLATE WASHERS SUPPLIED BY MANUFACTURER (GALVANIZED) HEAVY HEX TOP NUT (GALVANIZED) 1/2 HEIGHT LOCK NUT SLOPE TOP TO SHED WATER ELECTRICAL CONDUITS FED THROUGH HOLE IN BASE PLATE #3 TIES @ 12" O.C. W/(3) #3 TIES @ TOP 5". SUPPLIED BY GENERAL CONTRACTOR (12) 7'-10" #6 VERTICALS SUPPLIED BY GENERAL CONTRACTOR SLOPE TOP TO SHED WATER REVIEWED BY DRAWN BY STATE NUMBERMcDONALD'S USA, LLC.REV REVISION HISTORYSHEET NAMEPROTO. ISSUEDDATE REVIEWEDNATIONAL NUMBERDATE DATE ISSUED THESE DRAWINGS AND SPECIFICATIONS ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF McDONALD'SCORPORATION AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION. THE CONTRACTDOCUMENTS WERE PREPARED FOR USE ON THIS SPECIFIC SITE IN CONJUNCTION WITH ITS ISSUE DATE ANDARE NOT SUITABLE FOR USE ON A DIFFERENT SITE OR AT A LATER TIME. USE OF THESE DRAWINGS FORREFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTSAND ENGINEERS. REPRODUCTION OF THE CONTRACT DOCUMENTS FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED.CITYSHEET NO. STREET ADDRESSSTATECOUNTYCERTIFICATION PROJECT NO. FILE NAME:LANDFORMc202209/23/2209/23/22CNCDBL022-001500702HENNEPINMN730 WINNETKA AVE NGOLDEN VALLEYMCD17393 06/22/22PERMIT SUBMITTAL09/23/22PUD SUBMITTAL71 C204MCD393.DWGDRIVE-THRU DETAILSC2.4TYPICAL LIGHT POLE FOUNDATION DETAILS2 NO SCALE NOTE: -DESIGN CODES IBC 2018 ASCE 7-10 ACI 318-08 AISC 13th EDITION AWS D1.1 -WIND SPEED (130 MPH FACTORED, 3-SEC GUST) -EXPOSURE C -DESIGN LOADS DERIVED FROM THESE CODES AND FORCES -AXIAL - 180# -SHEAR - 270# -MOMENT - 1010#' -USE CONCRETE WITH A 3000PSI MINIMUM COMPRESSIVE STRENGTH (f'c). -PIER DEPTHS REQUIRED ARE MINIMUMS. ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCAL JURISDICTION. -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -ELECTRICAL CONTRACTOR TO PROVIDE INFORMATION ON CONDUIT AND ELECTRICAL REQUIREMENTS. -MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE 100 PSF/FT OF DEPTH (x2). -TOP 6" OF SOIL NEGLECTED IN EMBEDMENT DEPTH CALCULATIONS (EMBEDMENT DEPTHS SHOWN ARE FROM GRADE). -PROVIDE A MINIMUM OF 3" CONCRETE COVER FOR ALL EMBEDDED STEEL. -ALL REINFORCING STEEL BY GENERAL CONTRACTOR. NOTES: -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER. -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE. -INSTALL DIRECTIONAL SIGN FOOTING 3' FROM THE BACK OF CURB TO THE CENTER OF FOOTING UNLESS NOTED OTHERWISE ON PLAN. NOTES: -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -USE F1554 GRADE 36 BOLTS MINIMUM. -USE HOT DIPPED GALVANIZED BOLTS. -ANCHOR BOLTS TO BE SET IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE. -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER. -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE. -THE FOLLOWING CODES WERE USED IN DESIGN: -IBC 2018 -ASCE 7-10 -ACI 318-08 -AISC 13th EDITION -AWS D1.1 -WIND SPEED (130 MPH FACTORED, 3-SEC GUST) -EXPOSURE C -DESIGN LOADS DERIVED FROM THESE CODES AND FORCES -AXIAL - 180# -SHEAR - 270# -MOMENT - 1010#' -ALL FOOTING EXCAVATIONS ARE TO BE CLEAR OF WATER AND FOREIGN MATTER BEFORE PLACING CONCRETE. -MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE OF 100PSF/FT (x2) -SITE SOIL CONDITIONS TO BE CONFIRMED BY GEOTECHNICAL ENGINEER. IF ASSUMED SOIL CONDITIONS ARE NOT PRESENT, FOUNDATION SHALL BE DESIGNED BY A LICENSED STRUCTURAL ENGINEER TAKING INTO ACCOUNT ACTUAL SITE SOIL CONDITIONS. -TOP 6" OF SOIL NEGLECTED IN EMBEDMENT DEPTH CALCULATIONS (EMBEDMENT DEPTHS SHOWN ARE FROM GRADE). -ELECTRICAL CONTRACTOR TO PROVIDE INFORMATION ON CONDUIT AND ELECTRICAL REQUIREMENTS. CONCRETE: -ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED RESIDUAL SOIL AND/OR ENGINEERED EARTH FILL COMPACTED TO 98% OF ITS MAXIMUM DRY DENSITY AS PER ASTM D 698-70 (STANDARD PROCTOR) UNLESS NOTED OTHERWISE. -ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCAL JURISDICTION. -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -MINIMUM CONCRETE STRENGTH (f'c) SHOULD CONFORM WITH MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTION 2.13-A -USE OF ADMIXTURES SHALL CONFORM TO MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATION SECTION 2.6. -AIR ENTRAINMENT SHALL CONFORM WITH MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATION SECTIONS 2.6-A & 2.13-A. -WATER CONTENT RATIO SHALL CONFORM TO MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTION 2.13-A. -FOUNDATION CONCRETE TO BE TESTED PER MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTION 3.14. -PROVIDE A MINIMUM 3" OF CONCRETE COVER OVER ALL EMBEDDED STEEL. -REINFORCEMENT PLACEMENT SHALL CONFORM TO MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTIONS 3.2 & 3.5. PERFORMED BY GENERAL CONTRACTOR. -ANCHOR BOLTS TO BE SET IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE. -DO NOT PLACE POLES ON CONCRETE UNTIL CONCRETE HAS CURED PER MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATION, SECTION 3.11-E. STEEL: -STEEL PIPE SECTION:ASTM A53 OR A252 TYPE E GRADE B (Fy = 35ksi) -HSS ROUND SECTION:ASTM A500 GRADE B (Fy = 42ksi) -HSS SQUARE/RECTANGULAR SECTIONS:ASTM A500 GRADE B (Fy = 46ksi) -CONNECTION BOLTS A325 -STEEL ANGLES, CHANNELS, STRUCTURAL SHAPES AND PLATES: ASTM A36 -REINFORCEMENT:GRADE 60 - BY GENERAL CONTRACTOR -NUTS:A563DH OR A194-2H -WASHERS:ASTM F-436 -USE HOT DIPPED GALVANIZED BOLTS AND FASTENERS. -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER. -NO FIELD HEATING TO BEND STEEL SHALL BE ALLOWED WITHOUT ENGINEER'S APPROVAL. -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE. -AFTER INSTALLATION, ALL EXPOSED STEEL SHALL BE PAINTED WITH AN ENAMEL PAINT TO INHIBIT CORROSION. -ANY FIELD WELDING SHALL FIRST BE VERIFIED BY ENGINEER AND PERFORMED IN ACCORDANCE WITH AWS D1.1. -REFER TO SIGN MANUFACTURER DRAWINGS AND INSTRUCTIONS FOR ADDITIONAL INFORMATION. -CONTRACTOR (INSTALLER) IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION IN REGARDS TO JOBSITE SAFETY. -DETAILS AND STRUCTURAL MEMBERS NOT SHOWN DESIGNED BY OTHERS. -ANY MODIFICATIONS ARE TO BE VERIFIED BY AN ENGINEER. TYPICAL DIRECTIONAL SIGN FOUNDATION & CONNECTION DETAILS - 130 MPH FACTORED WIND SPEED1 NO SCALE GENERAL NOTES FOUNDATION - NTS CONNECTION DETAILS - NTS524" DIA. 5 ANCHOR BOLT PATTERN - NTS 4"1" MAX 16" EMBEDMENT DEPTH 3" MIN. COVER 24"3'-6" FOUNDATION DEPTH MIN.3" PIER PROJECTION MAXIMUMS AT POLE BASE: AXIAL LOAD -- 180 LBS SHEAR FORCE -- 270 LBS OVERTURNING MOMENT -- 1010 LBS FINISHED LANDSCAPED GRADE AA DESIGN CRITERIA: AASHTO "STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS, FIFTH EDITION, 2009 FOUNDATION DESIGN PARAMETERS: 1.MAXIMUM LIGHT POLE BASE REACTIONS: BASE MOMENT = 16,845 lbs-ft BASE SHEAR = 978 lbs 2. MAXIMUM WIND SPEED (3 SECOND GUST) = 120MPH (155MPH FACTORED) 3. MINIMUM REQUIRED SOIL PARAMETERS: COHESIVE SOILS: - SHEAR STRENGTH = 750 lbs/ft² - 6" MAXIMUM DEPTH OF DISTURBED SOIL OR TOP SOIL COHESIONLESS SOILS: - ANGLE OF INTERNAL FRICTION = 27 DEGREES - WATER TABLE SHALL BE LOCATED BELOW THE BOTTOM OF THE FOUNDATION - 6" MAXIMUM DEPTH OF DISTURBED SOIL OR TOP SOIL 4.THE SOILS REPORT SHALL BE REVIEWED BY THE ENGINEER OF RECORD TO CONFIRM THAT THE MINIMUM SOIL PARAMETERS ARE MET OR EXCEEDED BEFORE THIS DESIGN IS USED. IF THE MINIMUM SOIL PARAMETERS ARE NOT MET, THIS DESIGN SHALL NOT BE USED. 5. THE ENGINEER OF RECORD SHALL REVIEW THE MAXIMUM BASE REACTIONS AND DESIGN WIND SPEED FOR THE LIGHT POLE TO BE INSTALLED TO DETERMINE IF THE FOUNDATION'S MAXIMUM DESIGN LOADS HAVE NOT BEEN EXCEEDED. THIS FOUNDATION DESIGN SHALL NOT BE USED IF THE MAXIMUM DESIGN LOADS OR WIND SPEED HAVE BEEN EXCEEDED. 6. THIS FOUNDATION DESIGN SHALL NOT BE USED IN LOCATIONS WHICH ARE CLOSER THAN 8ft FROM A RETAINING WALL. 7. THIS FOUNDATION DESIGN SHALL NOT BE USED AT LOCATIONS WHERE THE GROUND SLOPE EXCEEDS 4 INCHES PER FOOT. GENERAL NOTES: 1.CONCRETE COMPRESSIVE STRENGTH (f'c) SHALL BE A MINIMUM OF 3000psi 2. ANCHOR BOLTS SHALL BE ASTM F1554 GRADE 55, HOT DIP GALVANIZED PER ASTM F2329 3. REINFORCING STEEL SHALL BE ASTM A615 GRADE 60, SUPPLIED BY GENERAL CONTRACTOR 4. NUTS SHALL BE HEAVY HEX ASTM A563 GRADE DH, HOT DIP GALVANIZED PER ASTM A153 5. PLATE SHALL BE ASTM A572 GRADE 50, HOT DIP GALVANIZED PER ASTM A153 6. LOCK NUT SHALL BE HOT DIP GALVANIZED PER ASTM A153 1'-6" CIRCULAR TIE DETAIL - NTS ANCHOR BOLT - NTS 42" MINIMUMPOLE BASE - PLAN VIEW - NTS 2'-0" 3" CLEAR TYP. VIEW AA - NTS 2'-0"5'-0"3" CLEAR TYP.10'-0"3'-0" PROJECTION3" CLEAR TYP.4"3"2"34" MIN. EMBEDMENT9'-0" #4 CIRCULAR TIES @ 12" O.C.POLE BASE AT FOUNDATION - NTS2"3" CLEAR TYP. 1-1/2" 1-1/2"1-1/2" 1-1/2" CLEAR TYP.6"1" MIN./2" MAX.EXTEND TO FROST DEPTH1/2" DIA., GRADE 36, HOT DIPPED GALVANIZED ANCHOR BOLTS 2"x2"x1/4" PLATE 1/2 HEIGHT LOCK NUT HEAVY 3/4" HEX TOP NUT (GALVANIZED) PLATE WASHERS SUPPLIED BY MANUFACTURER (GALVANIZED) HEAVY HEX LEVELING NUT (GALVANIZED) SLOPE TOP TO SHED WATER SLOPE TOP TO SHED WATER (6) 3'-4" #6 VERTICALS SUPPLIED BY GENERAL CONTRACTOR #3 TIES @ 12" O.C. W/ (3) #3 TIES @ TOP 5" SUPPLIED BY GENERAL CONTRACTOR SLOPE TOP TO SHED WATER ELECTRICAL CONDUITS FED THROUGH HOLE IN BASE PLATE #4 CIRCULAR TIE (8) #5 VERTICAL REINFORCING BAR (2) 1" PVC CONDUIT CHASES INSTALLED ON A 10-1/2" DIA. BOLT CIRCLE (4) 1" DIA. ANCHOR BOLT INSTALLED ON A 10-1/2" DIA. BOLT CIRCLE LIGHT POLE (8) 9'-7 1/2" #5 VERTICAL REINFORCING BAR SUPPLIED BY GENERAL CONTRACTOR (2) 1" DIA. PVC CONDUIT (4) 1" DIA. ANCHOR BOLT #4 CIRCULAR TIES SUPPLIED BY GENERAL CONTRACTOR SEE LIGHT POLE BASE ON TOP OF FOUNDATION DETAIL LOCK NUT STRUCTURAL NUT LEVELING NUT PLATE WASHER (PER LIGHT POLE MANUFACTURER) 1" DIA. ANCHOR BOLT 2"X2"X3/8" PLATE WASHER WITH 1-1/16" DIA. HOLE TO BE EMBEDDED IN FOUNDATION BOTTOM NUT FOR 1" DIA. ANCHOR BOLT LOCK NUT LOCK NUT STRUCTURAL NUT PLATE WASHER (PER LIGHT POLE MANUFACTURER) LIGHT POLE BASE PLATE PLATE WASHER (PER LIGHT POLE MANUFACTURER LEVELING NUT SLOPE TOP OF FOUNDATION 1/4" PER FOOT TO SHED WATER #4 CIRCULAR TIE WITH A 21" (MIN) LAP SPLICE REVIEWED BY DRAWN BY STATE NUMBERMcDONALD'S USA, LLC.REV REVISION HISTORYSHEET NAMEPROTO. ISSUEDDATE REVIEWEDNATIONAL NUMBERDATE DATE ISSUED THESE DRAWINGS AND SPECIFICATIONS ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF McDONALD'SCORPORATION AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION. THE CONTRACTDOCUMENTS WERE PREPARED FOR USE ON THIS SPECIFIC SITE IN CONJUNCTION WITH ITS ISSUE DATE ANDARE NOT SUITABLE FOR USE ON A DIFFERENT SITE OR AT A LATER TIME. USE OF THESE DRAWINGS FORREFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTSAND ENGINEERS. REPRODUCTION OF THE CONTRACT DOCUMENTS FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED.CITYSHEET NO. STREET ADDRESSSTATECOUNTYCERTIFICATION PROJECT NO. FILE NAME:LANDFORMc202209/23/2209/23/22CNCDBL022-001500702HENNEPINMN730 WINNETKA AVE NGOLDEN VALLEYMCD17393 06/22/22PERMIT SUBMITTAL09/23/22PUD SUBMITTAL72 C205MCD393.DWGDRIVE-THRU DETAILSC2.5 CANOPY SCHEMATIC DETAIL1 NO SCALE PULL FORWARD OR MOBILE ORDER PICK UP SIGNS WITH BOLLARD2 NO SCALE 3 NO SCALE 48"18"24"30"7"47"7'-0"14" PER PLAN 6"DRIVE-THRU WIRING DETAIL PRIMARY PRE-BROWSE BOARD PRIMARY CANOPY SECONDARY CANOPY PRIMARY LANESECONDARY LANEOUTSIDEINSIDEPB PB PANEL CP (IG) PANEL LP BUILDING CA A Key Notes: 2#12 & 1#12 gnd., 3/4" conduit to lp-1 for DT canopy lighting 4#12 & 1#12 gnd. & 1#12 isolated gnd., 3/4" conduit to cp for isolated ground power to menuboards and media players. 2#12 & 1#12 gnd. & 1#12 isolated gnd., 3/4" conduit to cp for isolated ground power to canopies. Each canopy shall be on its own separate circuit. 2#12 & 1#12 gnd. & 1#12 isolated gnd., 3/4" conduit to cp for isolated ground power to menuboards & media players. 2#12 & 1#12 gnd. & 1#12 isolated gnd., 3/4" conduit to cp for isolated ground power to pre-browse boards and media players. (2) 1-1/2" conduit one for canopy cabling one for loop detector 2" conduit - for cat6 data cables 1-1/2" conduit - for cat6 data cables 1" conduit - for cat6 data cables General Notes: 1.Verify exact circuits and quantities of circuits with panel schedules on drawing E4.2 and manufacturer's installation instructions. 2.Per manufacturer's installation instructions seperate dedicated neutrals are required to menuboard and pre-browse board for each circuit (plc and lighting). 3.If any bends are required, sweeps must be provided in conduits. 4.For existing locations, verify existing cp panel has ampacity and sufficient spares/spaces for two (2) new 20a/1p circuits. Upgrade cp panel to 42 circuits in necessary. 5.Verify existing pullboxes are sized for new conduit routing. Modify pullboxes if necessary. 6.Data and power cannot be located in same conduit. They must be separated. Sketch created from electrical OPO update (E-OPO) dated Sept, 2012CURB & GUTTERA B C D E F G C E H D F F B Note: This drawing is shown for schematic purposes only. See manufacturer for installation instructions 4 NO SCALE DOUBLE GATEWAY SCHEMATIC DETAIL 15'-0"6'-0"SECONDARY PRE-BROWSE BOARD H I E G I I Note: This drawing is shown for schematic purposes only. See manufacturer for installation instructions 3.39' 3' 2.41'(11.10')(10.91'MIN.)0.77' 7.87'0.92'0.32' TOP VIEW PULLBOX FOR CONTROLLER VERIFY EXACT LOCATION IN FIELD PULLBOX AT CASHIERS WINDOW PRIMARY MENU BOARD SECONDARY MENU BOARD SIGNAGE AVAILABLE THROUGH APPROVED VENDORS: PERSONA INC. SIGNAGE: (800)843-9888 EVERBRITE, LLC: (888)558-3888 SUPERIOR ELECTRICAL ADVERTISING, INC: (800)995-9099 1.5" DIAMETER GALVANIZED STEEL POLE STEEL POLE CEMENTED INTO BOLLARD CENTER FILL PIPE W/GROUT OR CONCRETE 4" DIA STEEL PIPE EMBEDDED IN CONCRETE BOLLARD COVER SHALL MATCH BUILDING BASE/SERVICE DOOR COLOR 1/2" SEALED EXPANSION JOINT CASE #2: GRASS FINISHED GRADE SHALL BE 3" BELOW TOP OF FOUNDATION, SLOPE TOP OF FOUNDATION TO SHED WATER CENTER OF BOLLARD SHALL BE LOCATED 24" FROM FACE OF CURB OR EDGE OF TURNED DOWN WALK, CENTERED ON PULL FORWARD STRIPING CLASS "A" CONCRETE FOUNDATION CENTERED ON BOLLARD CASE #1: CONCRETE WALK OR PAVING (SEE OTHER DETAILS) DIGITAL PRE-BROWSE BOARD SCHEMATIC DETAIL5 NO SCALE DIGITAL MENU BOARD SCHEMATIC DETAIL6 NO SCALE 2'-5 1/4"5'-11 1/2"4"-1 3/4"4'-10"1'-9 3/4"Note: This drawing is shown for schematic purposes only. See manufacturer for installation instructions Note: This drawing is shown for schematic purposes only. See manufacturer for installation instructions 5'-11 1/2"4"-1 3/4"1'-9 3/4" REVIEWED BY DRAWN BY STATE NUMBERMcDONALD'S USA, LLC.REV REVISION HISTORYSHEET NAMEPROTO. ISSUEDDATE REVIEWEDNATIONAL NUMBERDATE DATE ISSUED THESE DRAWINGS AND SPECIFICATIONS ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF McDONALD'SCORPORATION AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION. THE CONTRACTDOCUMENTS WERE PREPARED FOR USE ON THIS SPECIFIC SITE IN CONJUNCTION WITH ITS ISSUE DATE ANDARE NOT SUITABLE FOR USE ON A DIFFERENT SITE OR AT A LATER TIME. USE OF THESE DRAWINGS FORREFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTSAND ENGINEERS. REPRODUCTION OF THE CONTRACT DOCUMENTS FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED.CITYSHEET NO. STREET ADDRESSSTATECOUNTYCERTIFICATION PROJECT NO. FILE NAME:LANDFORMc202209/23/2209/23/22CNCDBL022-001500702HENNEPINMN730 WINNETKA AVE NGOLDEN VALLEYMCD17393 06/22/22PERMIT SUBMITTAL09/23/22PUD SUBMITTAL73 GMCO LT LT LT LT LT LT LTLTLT LT LT LT LT LT LT LT LT LT HH HH HH HH COBX HH EM LT LT LT HH LT LT LT LT NO PARKINGEXISTING SINGLE STORY BUILDING "MCDONALD'S CORPORATION" FFE= 905.10 5,692 SQ. FT. 3211821230186 730 WINNETKA AVENUE N GOLDEN VALLEY, MN 55427 EM - BITUMINOUS - FOUND IP FOUND IP FOUND IP 3333 - BITUMINOUS - "GOLDEN VALLEY LIBRARY" A A A S S S SNOPARKING THANKYOUNOPARKING DRIVETHRUDRIVETHRUA D D E F H H H H H H H I (TYP.) J J J J K K K K L M N N O L L A L C206MCD393.DWGSTRIPINGC2.6 REVIEWED BY DRAWN BY STATE NUMBERMcDONALD'S USA, LLC.REV REVISION HISTORYSHEET NAMEPROTO. ISSUEDDATE REVIEWEDNATIONAL NUMBERDATE DATE ISSUED THESE DRAWINGS AND SPECIFICATIONS ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF McDONALD'SCORPORATION AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION. THE CONTRACTDOCUMENTS WERE PREPARED FOR USE ON THIS SPECIFIC SITE IN CONJUNCTION WITH ITS ISSUE DATE ANDARE NOT SUITABLE FOR USE ON A DIFFERENT SITE OR AT A LATER TIME. USE OF THESE DRAWINGS FORREFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTSAND ENGINEERS. REPRODUCTION OF THE CONTRACT DOCUMENTS FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED.CITYSHEET NO. STREET ADDRESSSTATECOUNTYCERTIFICATION PROJECT NO. FILE NAME:LANDFORMc202209/23/2209/23/22CNCDBL022-001500702HENNEPINMN730 WINNETKA AVE NGOLDEN VALLEYMCD17393 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®®06/22/22PERMIT SUBMITTAL09/23/22PUD SUBMITTAL1. 2. 3. 4. GENERAL NOTES STRIPING NOTES A B D E F G H I J K L C M Field verify and confirm existing conditions and dimensions prior to commencing construction. Notify McDonald's Area Construction Manager of any discrepancies prior to commencing construction. See Sheet C2.1 for all radius dimensions. See Sheet C2.2 for drive-thru construction. All pavement stencils must be purchased from the following authorized provider. Pavement Stencil Company P.O. Box 18034 Roanoke, VA 24014 ph 800-250-5547 fax 540-427-1326 PavementStencil.net 6" wide painted stripe. PMS 123, Yellow. Reserved. Reserved. Painted drive thru graphic. See Detail 1. See General Note 4. Painted drive thru graphic. See Detail 2. See General Note 4. Painted drive thru graphic. See Detail 3. See General Note 4. Reserved. Painted Site Circulation Arrow. See Detail 4. See General Note 4. 4" wide customer parking striping. White. Striped area to be painted with 4" lines at 18" o.c., at 45 degrees to path of travel, White. Painted Handicap Symbol, typ. White. See Detail C7.1 / 11. 2' x 5' painted crosswalk striping at 4' o.c. White. 4" wide reserved drive-thru parking stall striping. PMS 123, Yellow. Painted graphic. See Detail 5. See General Note 4. Painted graphic. See Detail 6. See General Note 4. Note:Arrows and words can be arranged in other combinations than those illustrated here to achieve desired result. EXIT ONLY Note: All text shall be painted Yellow (PMS 123) Note: All text and arrow shall be painted Yellow (PMS 123)2'-5"3'-6"6'-0"2'-10"5-3/4" 5-3/4" 2'-10"3'-6"2'-5"NO SCALE PAINTED 'DRIVE THRU' WITH ARROW1 NO SCALE PAINTED ARROW2 Note: Arrow shall be painted Yellow (PMS 123) NO SCALE PAINTED 'THANK YOU'3 NO SCALE TYPICAL PAVEMENT MARKING42'-10"2'-10"5-3/4" 6'-8"5'3'3'3'5'5'3'18"PAINT SOLID WHITE 2'18"18"4'NO SCALE PAINTED 'NO PARKING'5 NO PARKING1'1'Note: Text shall be painted White 6" CLEAR N O NO SCALE PAINTED MOBILE ORDER SYMBOL6 NORTH 0 20 40 74 GMCB RE=904.0 IE=899.8 STMH RE=904.3 CB RE=907.0 IE=900.6 SSMH RE=901.6 IE=891.3(S) IE=891.2(N) CO LT LT LT LT LT LT LTLTLT LT LT LT LT LT LT LT LT LT HH HH COBX HH HH HH HH COBX HH EM LT LT LT HH LT LT LT LT CBMH RE=904.8 IE=900.3 SSMH RE=904.12 INV=898.86(E/NW) NO PARKINGEXISTING SINGLE STORY BUILDING "MCDONALD'S CORPORATION" FFE= 905.10 5,692 SQ. FT. 3211821230186 730 WINNETKA AVENUE N GOLDEN VALLEY, MN 55427 EM PYLON SIGN "MCDONALDS" HT=25.9 FT. LIGHTED "ENTER" SIGN 3211821230188 7800 GOLDEN VALLEY RD GOLDEN VALLEY, MN 55427 "GOLDEN VALLEY MUNICIPAL COMPLEX" - BITUMINOUS ->>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>- BITUMINOUS -IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIGGGGGG G G G G G G GGGGGG900899901902905 902 903904906 907 908 905 901 902 903 904 906 9 0 7 908 900 90 5 8 9 6 8 9 7 89 8 899 90 1 90 2 90 3 90 4 90 6 90 7 908 90 9 91 0 9 1 1 905 906 907 903 904 910 911 912 912FOUND IP FOUND IP FOUND IP 3333 - BITUMINOUS - "GOLDEN VALLEY LIBRARY">G G G G G G G G G G G G G G G G G A A A S S S SNOPARKING THANKYOUNOPARKING DRIVETHRU904904SAN>SAN>SAN>DRIVETHRU906 907 908 909 906906901 902903900900))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ))))))))))))))))))))))))))))))))) )))))))))))))))))))) ) ))))))))) ) ) ) ) ) ) ) ) ) ) ) ) ) )))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))) C300MCD393.DWG C3.0 OVERALL GRADING, DRAINAGE, PAVING,EROSION CONTROL, & UTILITIES REVIEWED BY DRAWN BY STATE NUMBERMcDONALD'S USA, LLC.REV REVISION HISTORYSHEET NAMEPROTO. ISSUEDDATE REVIEWEDNATIONAL NUMBERDATE DATE ISSUED THESE DRAWINGS AND SPECIFICATIONS ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF McDONALD'SCORPORATION AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION. THE CONTRACTDOCUMENTS WERE PREPARED FOR USE ON THIS SPECIFIC SITE IN CONJUNCTION WITH ITS ISSUE DATE ANDARE NOT SUITABLE FOR USE ON A DIFFERENT SITE OR AT A LATER TIME. USE OF THESE DRAWINGS FORREFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTSAND ENGINEERS. REPRODUCTION OF THE CONTRACT DOCUMENTS FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED.CITYSHEET NO. STREET ADDRESSSTATECOUNTYCERTIFICATION PROJECT NO. FILE NAME:LANDFORMc202209/23/2209/23/22CNCDBL022-001500702HENNEPINMN730 WINNETKA AVE NGOLDEN VALLEYMCD17393 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®®06/22/22PERMIT SUBMITTAL09/23/22PUD SUBMITTALContact utility service providers for field location of services 72 hours prior to beginning grading. Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Materials may be mined from landscape areas for use on site and replaced with excess organic material with prior owner approval. Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet and unstable. Refer to Structural Specifications for earthwork requirements for building pads. An independent testing firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provide periodic reports to the Owner. Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compaction throughout the lift. Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of modified proctor density (ASTM D1557). Coordinate with architectural for building stoop locations. Slopes shown on adjacent walks and pavement should continue over stoops. Reserved. 11. 12. 13. 14. 15. 16. 17. 18. 19. Perimeter sediment controls shall be installed and inspected prior to beginning work. Maintain for duration of construction. Remove controls after areas contributing run off are permanently stabilized and dispose of off site. Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized. Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas. Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to prevent erosion and control sediment carried by wind or water. Reserved. Reserved. All exposed soils areas shall be stabilized immediately to limit soil erosion in that portion of the site where construction has temporarily or permanently ceased. Seed, Sod, Mulch and Fertilizer shall meet the following specifications, as modified. Item Specification Number Sod MNDOT 3878 Seed MNDOT 3876 MN Type 21-111 @ 100 lbs/ac - Temporary Erosion Control, May 1 - Jul 31 MN Type 21-112 @ 100 lbs/ac - Temporary Erosion Control, Aug 1 - Oct 31 MN Type 25-151 @ 120 lb/ac - Permanent Turf Mulch MNDOT 3882 (MNDOT Type 1 @ 2 ton/ac) @ 2 ton/ac, Disc anchored Fertilizer MNDOT 3881 General Placement MNDOT 2575 All disturbed landscape areas shall be restored in-kind. Coordinate with McDonald's Area Construction Manager. Scrape adjacent streets clean daily and sweep clean weekly. 1. 3. 4. 5. 6. 7. 8. 9. 10. Spot elevations at curblines indicate flowlines unless noted otherwise. Grades between proposed spot elevations shall be continuous and non-variable. Spot elevations shall govern over contour lines. Meet and match existing curb. Transition as needed. Paving sections a. Bituminous paving 1.5-inch Bituminous Wear (MNDOT 2360, SPWEA240b) Tack Coat (MNDOT 2357) 2.5-inch Bituminous Base (MNDOT 2360 SPNWB230b) 6-inch Aggregate Base (MNDOT 3138, Class 5) b. Concrete Walkways 4-inch Concrete, 4,000 psi, 5%-8% air entrained, max. 4" slump (MNDOT 2301) 4-inch Aggregate Base (MNDOT 3138, Class 5) Compacted Subsoil Jointing to be designed and installed by Contractor c. Concrete Drives, Aprons, and Exterior Slabs 7-inch Concrete, 4,000 psi, 5%-8% air entrained, max. 4" slump (MNDOT 2301) 7-inch Aggregate Base (MNDOT 3138, Class 5) Compacted Subsoil Concrete Joints Jointing to be designed and installed by contractor. Install joints across sidewalks, curbs and pavements, paying attention to spacing of expansion joints. Joint spacing shall be as follows: a. Tooled Joints: divide panels into nominally equal areas. b. Expansion Joints: sidewalks - 40 feet max.; curbs - 60 feet max.; pavement: 80 feet max.; and adjacent to building foundations and stoops. c. Contraction Joints: sidewalks - 8 to 10 feet; curbs and aprons - 12 to 15 feet. Accessible parking stalls and adjacent access aisles shall not exceed a 2.00% slope in any direction. These areas of the site have been designed to meet the requirements of the Americans with Disabilities Act (ADA). Contractor will be held to these requirements. If a discrepancy is discovered between the plans and the field, the Contractor shall notify the Engineer immediately. Accessible routes shall have a maximum cross slope of 2.00% and a maximum running slope of 5.00%. These areas of the site have been designed to meet the requirements of the Americans with Disabilities Act (ADA). Contractor will be held to these requirements. If a discrepancy is discovered between the plans and the field, the Contractor shall notify the Engineer immediately. Install detectable warning surface in accordance with MnDOT and City of Golden Valley specifications Transition from 6" concrete curb to ribbon curb. Refer to detail C7.1/8, Type B. Adjust structure rims to match new pavement elevations. GRADING NOTES PAVING NOTES EROSION PREVENTION AND SEDIMENT CONTROL NOTES LEGEND 22 23 25 26 20. 21. 24. : Inlet Protection : Tip Out Curb : Pavement Sawcut ESTIMATED QUANTITY 2 ea. SYMBOL DESCRIPTION : Compost Or Bio Log 521 ft.))))))))))))))))))))))))) : Pedestrian Curb Ramp%X.X 28 2 GENERAL NOTES For Construction Staking or Surveying services contact Landform at 612-252-9070.1. 29. NORTH 0 20 40 Pipe Materials Grease Trap Service PVC Schedule 40 (ASTM: D1785, D2665, F794, & F1866) Contact Utility Service providers for field location of services 72 hours prior to beginning. Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities. Contractor to notify Engineer immediately if there is any discrepancy. Provide means and measures to protect adjacent property from damage during utility installation. Pipe lengths shown are from center of structure to center of structure or end of flared end section. Reserved. Install tracer wire with all non-conductive utilities. Contact City of Golden Valley Public Works for inspection of all utility work and standards. Contact City of Golden Valley Public Works for flushing and pressure test inpsections. Coordinate with Mechanical, Plumbing, and Electrical drawings for locations of service connection and continuation of services with building. Refer to Plumbing plans for exterior grease interceptor detail. The tank and top slab must be designed to handle all loadings including traffic and soil to prevent structural collapse. The tank must be protected from freezing and must comply with all local and state code. Contractor to pothole all utility crossings prior to construction of new utilities to verify depths of existing lines. Contact Engineer Immediately if any conflicts are discovered. All utility connections shall be sequenced from the down stream side of the system. 30. 31. 32. 33. 34. 35. 36. 37. 38. 39. 40. 41. UTILITY NOTES 27 75 GMCB CO LT LT LT LT LT LT LT LT LT HH HH HH LT LT LT SSMH RE=904.12 INV=898.86(E/NW) NO PARKINGEXISTING SINGLE STORY BUILDING "MCDONALD'S CORPORATION" FFE= 905.10 5,692 SQ. FT. 3211821230186 730 WINNETKA AVENUE N GOLDEN VALLEY, MN 55427 EM >>>>>>>>>>>>>>>>>>II900899901902902 903904905 901 902 903 904 906 900 90 5 899 90 1 90 2 90 3 90 4 90 6 9 0 7 903 904 >G G G G G G G G G G G G G G A A A S S S SNOPARKING THANKYOUNOPARKING90490403.17 03.25 04.06 04.70 04.64 04.12 04.62BC 04.18 04.20BC 04.31 04.33BC 04.40 04.90BC 05.09 05.10 05.10 05.0604.51 04.51 05.10 05.10 04.51 05.05 05.1005.01BC 04.51 04.53BC 04.51 04.53BC 04.51 05.00BC 04.51 04.60 04.60 05.08 05.08 (04.97) 04.51 04.25 04.29 04.28 04.28 04.28 04.29 04.29 04.29 04.19 04.07 03.96 03.86 03.86 04.79 04.80 04.7904.76 04.8704.85 (03.71) (04.63) 04.28 04.21 04.24 05.10 05.10 04.78 04.83 04.74 04.68BC 04.18 04.29 (04.05)(04.08)5.2%1.7%2.8%(03.68) (04.17) (04.76) (03.07) (04.27) (04.22) (03.47) 1.5% 4.4% 2.8% 1.5% 1. 7 % 1. 8 % 1. 7 % 1.2% 1.3% 1.3% 1.4% 1.1% 1.4% 1.4% 1.4% 1.6% 1.6% 0.5%4.8%04.27 04.40 04.98 1.5%1.0%0.6%1.7%7.4%7.1%7.7%7.8%1.1%1.3%04.30 (04.67) 05.054.3%SAN>SAN>SAN>(04.31) (04.29)2.0%8.0%6.5%04.58 05.05BC 04.51 04.53BC 04.46 04.48BC 04.40 04.90BC 05.05 04.63 04.58 05.00 03.15 02.97 02.75 02.54 03.74 03.25 03.17 1.6% 02.29BC 02.27 02.72BC 02.22 02.34BC02.32 02.96BC 02.46 01.12BC 01.10 01.46BC 00.96 (01.25BC) (01.27) 01.17BC 01.15 00.60BC 00.58 00.67BC 00.65 00.60 01.29BC 00.79 01.22 00.49 00.99BC 00.23 00.38 00.51 00.72 (00.88) 2.3% 3.6%1.4%3.1% 99.88BC 99.90BC 99.86 99.88 (00.41BC) (99.91) 00.29BC 99.79 00.5700.48 (00.00) (00.66) 4.6% 1.5%7.5%(99.86)(01.10)(02.04) (02.06)(00.68) 02.13 01.99 (02.16) 4.7%2.9%1.0%901 902903900900 99.98 00.46BC 99.96 99.94BC 99.92 99.79BC 99.77 00.16BC 99.66 (99.65) (99.18) (99.81) (00.17) C7.1 7 B612 CONCRETE CURB & GUTTER C7.1 7 B612 CONCRETE CURB & GUTTER C7.1 7 B612 CONCRETE CURB & GUTTER C7.1 6 RIBBON CURB C7.1 6 RIBBON CURB C7.1 6 RIBBON CURB C7.1 4 ASPHALT PAVEMENT TRANSITION C7.1 4 ASPHALT PAVEMENT TRANSITION C7.1 5 THICKENED BITUMINOUS EDGE C7.1 4 ASPHALT PAVEMENT TRANSITION))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ))))))))))))))))))))))))))))))) ))))))))))))))))))) ) ) ) ))))) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) )))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))C7.1 7 B612 CONCRETE CURB & GUTTER C7.1 1 BIO LOG (TYP.) C7.1 1 BIO LOG (TYP.) 23a 23a 23a 23a 23a 23a 23b 23b 23b 23b 23b 23b 22 23b 23c 23c 23c 25 25 25 25 26 26 26 26 26 26 29 28286.5' 28286.5' 28287.5' 28285.5' PLACE INLET PROTECTION AT DOWNSTREAM STRUCTURE 9 9 9 9 9 2 CONNECT TO EXISTING LINE W/ 4" PVC WYE @ INV=897.95 35' - 4" PVC @ 2 .0% SAN WYE W/ CLEAN OUT INV=898.65 5' - 4" PVC @ 2.0% 7' - 4" PVC @ 2.0% SAN SERVICE CONNECTION INV=899.14 32 39 40 41 C7.1 4 ASPHALT PAVEMENT TRANSITION C7.1 4 ASPHALT PAVEMENT TRANSITION 23a 23a 23b 23b 23b 23b 26 2626 26 26 C7.1 6 RIBBON CURB 28283.0' 2828 3.0'28 14.1' 2828 3.0' 28284.7' 28283.5' 2222 2222 22 28 3.0' 28 28 3.0'28 C7.1 5 THICKENED BITUMINOUS EDGE C7.1 5 THICKENED BITUMINOUS EDGE )))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))C7.1 1 BIO LOG (TYP.) C7.1 6 RIBBON CURB C7.1 7 B612 CONCRETE CURB & GUTTER C7.1 7 B612 CONCRETE CURB & GUTTER C7.1 1 BIO LOG C7.1 6 RIBBON CURB C7.1 7 B612 CONCRETE CURB & GUTTER 2828 3.5' 2828 8.0' 27 C301MCD393.DWG C3.1 GRADING, DRAINAGE, PAVING,EROSION CONTROL, & UTILITIES - NORTH REVIEWED BY DRAWN BY STATE NUMBERMcDONALD'S USA, LLC.REV REVISION HISTORYSHEET NAMEPROTO. ISSUEDDATE REVIEWEDNATIONAL NUMBERDATE DATE ISSUED THESE DRAWINGS AND SPECIFICATIONS ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF McDONALD'SCORPORATION AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION. THE CONTRACTDOCUMENTS WERE PREPARED FOR USE ON THIS SPECIFIC SITE IN CONJUNCTION WITH ITS ISSUE DATE ANDARE NOT SUITABLE FOR USE ON A DIFFERENT SITE OR AT A LATER TIME. USE OF THESE DRAWINGS FORREFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTSAND ENGINEERS. REPRODUCTION OF THE CONTRACT DOCUMENTS FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED.CITYSHEET NO. STREET ADDRESSSTATECOUNTYCERTIFICATION PROJECT NO. FILE NAME:LANDFORMc202209/23/2209/23/22CNCDBL022-001500702HENNEPINMN730 WINNETKA AVE NGOLDEN VALLEYMCD17393 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®®06/22/22PERMIT SUBMITTAL09/23/22PUD SUBMITTALContact utility service providers for field location of services 72 hours prior to beginning grading. Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Materials may be mined from landscape areas for use on site and replaced with excess organic material with prior owner approval. Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet and unstable. Refer to Structural Specifications for earthwork requirements for building pads. An independent testing firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provide periodic reports to the Owner. Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compaction throughout the lift. Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of modified proctor density (ASTM D1557). Coordinate with architectural for building stoop locations. Slopes shown on adjacent walks and pavement should continue over stoops. Reserved. 11. 12. 13. 14. 15. 16. 17. 18. 19. Perimeter sediment controls shall be installed and inspected prior to beginning work. Maintain for duration of construction. Remove controls after areas contributing run off are permanently stabilized and dispose of off site. Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized. Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas. Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to prevent erosion and control sediment carried by wind or water. Reserved. Reserved. All exposed soils areas shall be stabilized immediately to limit soil erosion in that portion of the site where construction has temporarily or permanently ceased. Seed, Sod, Mulch and Fertilizer shall meet the following specifications, as modified. Item Specification Number Sod MNDOT 3878 Seed MNDOT 3876 MN Type 21-111 @ 100 lbs/ac - Temporary Erosion Control, May 1 - Jul 31 MN Type 21-112 @ 100 lbs/ac - Temporary Erosion Control, Aug 1 - Oct 31 MN Type 25-151 @ 120 lb/ac - Permanent Turf Mulch MNDOT 3882 (MNDOT Type 1 @ 2 ton/ac) @ 2 ton/ac, Disc anchored Fertilizer MNDOT 3881 General Placement MNDOT 2575 All disturbed landscape areas shall be restored in-kind. Coordinate with McDonald's Area Construction Manager. Scrape adjacent streets clean daily and sweep clean weekly. 1. 3. 4. 5. 6. 7. 8. 9. 10. Spot elevations at curblines indicate flowlines unless noted otherwise. Grades between proposed spot elevations shall be continuous and non-variable. Spot elevations shall govern over contour lines. Meet and match existing curb. Transition as needed. Paving sections a. Bituminous paving 1.5-inch Bituminous Wear (MNDOT 2360, SPWEA240b) Tack Coat (MNDOT 2357) 2.5-inch Bituminous Base (MNDOT 2360 SPNWB230b) 6-inch Aggregate Base (MNDOT 3138, Class 5) b. Concrete Walkways 4-inch Concrete, 4,000 psi, 5%-8% air entrained, max. 4" slump (MNDOT 2301) 4-inch Aggregate Base (MNDOT 3138, Class 5) Compacted Subsoil Jointing to be designed and installed by Contractor c. Concrete Drives, Aprons, and Exterior Slabs 7-inch Concrete, 4,000 psi, 5%-8% air entrained, max. 4" slump (MNDOT 2301) 7-inch Aggregate Base (MNDOT 3138, Class 5) Compacted Subsoil Concrete Joints Jointing to be designed and installed by contractor. Install joints across sidewalks, curbs and pavements, paying attention to spacing of expansion joints. Joint spacing shall be as follows: a. Tooled Joints: divide panels into nominally equal areas. b. Expansion Joints: sidewalks - 40 feet max.; curbs - 60 feet max.; pavement: 80 feet max.; and adjacent to building foundations and stoops. c. Contraction Joints: sidewalks - 8 to 10 feet; curbs and aprons - 12 to 15 feet. Accessible parking stalls and adjacent access aisles shall not exceed a 2.00% slope in any direction. These areas of the site have been designed to meet the requirements of the Americans with Disabilities Act (ADA). Contractor will be held to these requirements. If a discrepancy is discovered between the plans and the field, the Contractor shall notify the Engineer immediately. Accessible routes shall have a maximum cross slope of 2.00% and a maximum running slope of 5.00%. These areas of the site have been designed to meet the requirements of the Americans with Disabilities Act (ADA). Contractor will be held to these requirements. If a discrepancy is discovered between the plans and the field, the Contractor shall notify the Engineer immediately. Install detectable warning surface in accordance with MnDOT and City of Golden Valley specifications Transition from 6" concrete curb to ribbon curb. Refer to detail C7.1/8, Type B. Adjust structure rims to match new pavement elevations. GRADING NOTES PAVING NOTES EROSION PREVENTION AND SEDIMENT CONTROL NOTES LEGEND 22 23 25 26 20. 21. 24. : Inlet Protection : Tip Out Curb : Pavement Sawcut ESTIMATED QUANTITY 2 ea. SYMBOL DESCRIPTION : Compost Or Bio Log 521 ft.))))))))))))))))))))))))) : Pedestrian Curb Ramp%X.X 28 2 GENERAL NOTES For Construction Staking or Surveying services contact Landform at 612-252-9070.1. 29. NORTH 0 10 20 Pipe Materials Grease Trap Service PVC Schedule 40 (ASTM: D1785, D2665, F794, & F1866) Contact Utility Service providers for field location of services 72 hours prior to beginning. Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities. Contractor to notify Engineer immediately if there is any discrepancy. Provide means and measures to protect adjacent property from damage during utility installation. Pipe lengths shown are from center of structure to center of structure or end of flared end section. Reserved. Install tracer wire with all non-conductive utilities. Contact City of Golden Valley Public Works for inspection of all utility work and standards. Contact City of Golden Valley Public Works for flushing and pressure test inpsections. Coordinate with Mechanical, Plumbing, and Electrical drawings for locations of service connection and continuation of services with building. Refer to Plumbing plans for exterior grease interceptor detail. The tank and top slab must be designed to handle all loadings including traffic and soil to prevent structural collapse. The tank must be protected from freezing and must comply with all local and state code. Contractor to pothole all utility crossings prior to construction of new utilities to verify depths of existing lines. Contact Engineer Immediately if any conflicts are discovered. All utility connections shall be sequenced from the down stream side of the system. 30. 31. 32. 33. 34. 35. 36. 37. 38. 39. 40. 41. UTILITY NOTES 27 76 LT LT LT NO PARKING905 906 907 908907908 905 906 907 910 911 912 FOUND IP S DRIVETHRU906 907 908 909 906906(05.22) 05.57 (05.71BC) 05.59BC 05.61 05.69 05.70 05.72BC 05.78 06.28BC 05.67 (05.90)3.6%1.5% 05.87 05.60 05.33 (05.18)(05.24) 1.5% 06.92 06.76 06.69 06.72 06.48 06.31 06.48 06.37 06.43 06.61 06.7906.99 (05.22) (06.78) (08.10)08.20 08.70BC 08.23 08.25BC 08.18 08.20BC 08.12 08.61BC 08.06 (07.71) (07.29) (06.04) (06.82)5.7%5.4%4.1%5.3%3.9%1.6%6.2%3.6%1.5%0.7%06.09 2.6% 07.02 PLACE INLET PROTECTION AT CATCH BASIN IN WINNETKA AVE. 2 )))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))) C7.1 1 BIO LOG (TYP.) C7.1 1 BIO LOG (TYP.) 23b 23b 28283.0' 28 6.6' 22 22 23c 23c 23c 23c 22 22 C7.1 7 B612 CONCRETE CURB & GUTTER C7.1 6 RIBBON CURB C7.1 6 RIBBON CURB C7.1 7 B612 CONCRETE CURB & GUTTER C7.1 7 B612 CONCRETE CURB & GUTTER C302MCD393.DWG C3.2 GRADING, DRAINAGE, PAVING,EROSION CONTROL, & UTILITIES - SOUTH REVIEWED BY DRAWN BY STATE NUMBERMcDONALD'S USA, LLC.REV REVISION HISTORYSHEET NAMEPROTO. ISSUEDDATE REVIEWEDNATIONAL NUMBERDATE DATE ISSUED THESE DRAWINGS AND SPECIFICATIONS ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF McDONALD'SCORPORATION AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION. THE CONTRACTDOCUMENTS WERE PREPARED FOR USE ON THIS SPECIFIC SITE IN CONJUNCTION WITH ITS ISSUE DATE ANDARE NOT SUITABLE FOR USE ON A DIFFERENT SITE OR AT A LATER TIME. USE OF THESE DRAWINGS FORREFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTSAND ENGINEERS. REPRODUCTION OF THE CONTRACT DOCUMENTS FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED.CITYSHEET NO. STREET ADDRESSSTATECOUNTYCERTIFICATION PROJECT NO. FILE NAME:LANDFORMc202209/23/2209/23/22CNCDBL022-001500702HENNEPINMN730 WINNETKA AVE NGOLDEN VALLEYMCD17393 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®®06/22/22PERMIT SUBMITTAL09/23/22PUD SUBMITTALContact utility service providers for field location of services 72 hours prior to beginning grading. Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Materials may be mined from landscape areas for use on site and replaced with excess organic material with prior owner approval. Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet and unstable. Refer to Structural Specifications for earthwork requirements for building pads. An independent testing firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provide periodic reports to the Owner. Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compaction throughout the lift. Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of modified proctor density (ASTM D1557). Coordinate with architectural for building stoop locations. Slopes shown on adjacent walks and pavement should continue over stoops. Reserved. 11. 12. 13. 14. 15. 16. 17. 18. 19. Perimeter sediment controls shall be installed and inspected prior to beginning work. Maintain for duration of construction. Remove controls after areas contributing run off are permanently stabilized and dispose of off site. Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized. Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas. Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to prevent erosion and control sediment carried by wind or water. Reserved. Reserved. All exposed soils areas shall be stabilized immediately to limit soil erosion in that portion of the site where construction has temporarily or permanently ceased. Seed, Sod, Mulch and Fertilizer shall meet the following specifications, as modified. Item Specification Number Sod MNDOT 3878 Seed MNDOT 3876 MN Type 21-111 @ 100 lbs/ac - Temporary Erosion Control, May 1 - Jul 31 MN Type 21-112 @ 100 lbs/ac - Temporary Erosion Control, Aug 1 - Oct 31 MN Type 25-151 @ 120 lb/ac - Permanent Turf Mulch MNDOT 3882 (MNDOT Type 1 @ 2 ton/ac) @ 2 ton/ac, Disc anchored Fertilizer MNDOT 3881 General Placement MNDOT 2575 All disturbed landscape areas shall be restored in-kind. Coordinate with McDonald's Area Construction Manager. Scrape adjacent streets clean daily and sweep clean weekly. 1. 3. 4. 5. 6. 7. 8. 9. 10. Spot elevations at curblines indicate flowlines unless noted otherwise. Grades between proposed spot elevations shall be continuous and non-variable. Spot elevations shall govern over contour lines. Meet and match existing curb. Transition as needed. Paving sections a. Bituminous paving 1.5-inch Bituminous Wear (MNDOT 2360, SPWEA240b) Tack Coat (MNDOT 2357) 2.5-inch Bituminous Base (MNDOT 2360 SPNWB230b) 6-inch Aggregate Base (MNDOT 3138, Class 5) b. Concrete Walkways 4-inch Concrete, 4,000 psi, 5%-8% air entrained, max. 4" slump (MNDOT 2301) 4-inch Aggregate Base (MNDOT 3138, Class 5) Compacted Subsoil Jointing to be designed and installed by Contractor c. Concrete Drives, Aprons, and Exterior Slabs 7-inch Concrete, 4,000 psi, 5%-8% air entrained, max. 4" slump (MNDOT 2301) 7-inch Aggregate Base (MNDOT 3138, Class 5) Compacted Subsoil Concrete Joints Jointing to be designed and installed by contractor. Install joints across sidewalks, curbs and pavements, paying attention to spacing of expansion joints. Joint spacing shall be as follows: a. Tooled Joints: divide panels into nominally equal areas. b. Expansion Joints: sidewalks - 40 feet max.; curbs - 60 feet max.; pavement: 80 feet max.; and adjacent to building foundations and stoops. c. Contraction Joints: sidewalks - 8 to 10 feet; curbs and aprons - 12 to 15 feet. Accessible parking stalls and adjacent access aisles shall not exceed a 2.00% slope in any direction. These areas of the site have been designed to meet the requirements of the Americans with Disabilities Act (ADA). Contractor will be held to these requirements. If a discrepancy is discovered between the plans and the field, the Contractor shall notify the Engineer immediately. Accessible routes shall have a maximum cross slope of 2.00% and a maximum running slope of 5.00%. These areas of the site have been designed to meet the requirements of the Americans with Disabilities Act (ADA). Contractor will be held to these requirements. If a discrepancy is discovered between the plans and the field, the Contractor shall notify the Engineer immediately. Install detectable warning surface in accordance with MnDOT and City of Golden Valley specifications Transition from 6" concrete curb to ribbon curb. Refer to detail C7.1/8, Type B. Adjust structure rims to match new pavement elevations. GRADING NOTES PAVING NOTES EROSION PREVENTION AND SEDIMENT CONTROL NOTES LEGEND 22 23 25 26 20. 21. 24. : Inlet Protection : Tip Out Curb : Pavement Sawcut ESTIMATED QUANTITY 2 ea. SYMBOL DESCRIPTION : Compost Or Bio Log 521 ft.))))))))))))))))))))))))) : Pedestrian Curb Ramp%X.X 28 2 GENERAL NOTES For Construction Staking or Surveying services contact Landform at 612-252-9070.1. 29. NORTH 0 10 20 Pipe Materials Grease Trap Service PVC Schedule 40 (ASTM: D1785, D2665, F794, & F1866) Contact Utility Service providers for field location of services 72 hours prior to beginning. Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities. Contractor to notify Engineer immediately if there is any discrepancy. Provide means and measures to protect adjacent property from damage during utility installation. Pipe lengths shown are from center of structure to center of structure or end of flared end section. Reserved. Install tracer wire with all non-conductive utilities. Contact City of Golden Valley Public Works for inspection of all utility work and standards. Contact City of Golden Valley Public Works for flushing and pressure test inpsections. Coordinate with Mechanical, Plumbing, and Electrical drawings for locations of service connection and continuation of services with building. Refer to Plumbing plans for exterior grease interceptor detail. The tank and top slab must be designed to handle all loadings including traffic and soil to prevent structural collapse. The tank must be protected from freezing and must comply with all local and state code. Contractor to pothole all utility crossings prior to construction of new utilities to verify depths of existing lines. Contact Engineer Immediately if any conflicts are discovered. All utility connections shall be sequenced from the down stream side of the system. 30. 31. 32. 33. 34. 35. 36. 37. 38. 39. 40. 41. UTILITY NOTES 27 77 C701MCD393.DWGCIVIL CONSTRUCTION DETAILSC7.1 REVIEWED BY DRAWN BY STATE NUMBERMcDONALD'S USA, LLC.REV REVISION HISTORYSHEET NAMEPROTO. ISSUEDDATE REVIEWEDNATIONAL NUMBERDATE DATE ISSUED THESE DRAWINGS AND SPECIFICATIONS ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF McDONALD'SCORPORATION AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION. THE CONTRACTDOCUMENTS WERE PREPARED FOR USE ON THIS SPECIFIC SITE IN CONJUNCTION WITH ITS ISSUE DATE ANDARE NOT SUITABLE FOR USE ON A DIFFERENT SITE OR AT A LATER TIME. USE OF THESE DRAWINGS FORREFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTSAND ENGINEERS. REPRODUCTION OF THE CONTRACT DOCUMENTS FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED.CITYSHEET NO. STREET ADDRESSSTATECOUNTYCERTIFICATION PROJECT NO. FILE NAME:LANDFORMc202209/23/2209/23/22CNCDBL022-001500702HENNEPINMN730 WINNETKA AVE NGOLDEN VALLEYMCD17393 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®®06/22/22PERMIT SUBMITTAL09/23/22PUD SUBMITTALSLOPE VARIES MIN7"2"-3"MAX10"-11"MIN 2"MAXMAINTAIN BY REMOVING SEDIMENT AND REPLACING DAMAGED LOGS UNTIL TURF IS ESTABLISHED. REMOVE AFTER PERMANENT STABILIZATION IS COMPLETE. NO SCALE TEMPORARY COMPOST/BIO LOG145dCOMPOST/BIO LOG 8" MIN. DIAMETER 1"X1" WOOD STAKES MAX. 4 FT. SPACING FLOW 2' MIN. NO SCALE SILT FENCE2 NOTES: 1.DIG A 6" TRENCH ALONG THE INTENDED FENCE LINE OR USE MACHINE SLICED ANCHOR. 2.INSTALL ON CONTOUR AT CONSTANT ELEVATION. 3.DRIVE ALL POSTS INTO THE GROUND AT THE BACK SIDE OF THE TRENCH. 4.LAYOUT WIRE MESH AND SILT FENCE ON THE UPHILL SIDE ALONG THE FENCE LINE, AND BACK FILL. STEEL T-POST 1.25 lbs/FT @ 6 FT O.C. MAX UV STABILIZED GEOTEXTILE 24"-36" HEIGHT. MACHINE SLICED ANCHOR OR 6"X6" TAMPED EARTH BACKFILL. UNDISTURBED SOIL WELDED STEEL PLATE INSTALL TREE PROTECTION DEVICES PRIOR TO START OF LAND DISTURBANCE. MAINTAIN UNTIL FINAL LANDSCAPE IS INSTALLED. ORANGE, POLYETHYLENE SAFETY NETTING. THREE TIES PER POST. 5'2.5' 6.5' STEEL T-POST, 1.25 lb/LF, POSITION AT DRIPLINE. 2 1 4' O.C. 12 NO SCALE TREE PROTECTION3INSTALL AT DRIPLINE OF TREE3 1 13 1/2"NO SCALE B612 CONCRETE CURB AND GUTTER7 CONSTRUCT WITH REVERSE SLOPE GUTTER WHERE THE PAVEMENT SLOPES AWAY FROM CURB. GUTTER GRADE TO MATCH PAVEMENT GRADE (FORMS MAY BE TILTED). DIMENSIONS TO FACE OF CURB ON PLANS ARE TO THIS LINE 6" AGGREGATE BASE 6"7"6" 8"12"6"%6.0 1 2" RAD. 3" RAD. 3" RAD. 12"8" 6" NO SCALE 12" CONCRETE RIBBON CURB6 CONSTRUCT WITH REVERSE SLOPE GUTTER. GUTTER GRADE TO MATCH PAVEMENT GRADE. 12" RAD. 3" RAD. 6"7-1/4"1/4"3" RAD.7"6" AGGREGATE BASE DIMENSIONS TO FACE OF CURB ON PLANS ARE TO THIS LINE BITUMINOUS TYP. SECTION 24" 3/8" CONCRETE TYP. SECTION SEALING MATERIAL NO SCALE THICKENED BITUMINOUS EDGE AND CONCRETE SURFACE5 AGGREGATE BASE BITUMINOUS SURFACE NON-EXTRUDING FILLER 1/8" RAD. WARP NEW TO MATCH EXISTING WITHIN 3 FEET. 2' NO SCALE ASPHALT PAVEMENT TRANSITION4 MILL EXISTING PAVEMENT TO MATCH NEW WEAR COURSE THICKNESS. APPLY TACKCOAT. NEW PAVEMENT SECTIONEXISTING PAVEMENT SECTION SAWCUT LOCATION BOTTOM OF CURB BOTTOM OF CURB SEE PLAN SEE PLAN NO SCALE CONCRETE CURB TRANSITION8 TOP OF CURB GUTTER TOP OF CURB GUTTER RIBBON CURB RIBBON CURB B612 CONCRETE CURB AND GUTTER B612 CONCRETE CURB AND GUTTER 6"24"48"FOOTING ROUND BOLLARD W/ ACCESSIBLE SIGNAGE MCDONALD'S (MINNESOTA) NOTE: BOLLARD COVER SHALL MATCH BUILDING BASE/ SERVICE DOOR COLOR. CONTACT: PUGLEASA COMPANY INC. 1253 CONNELLY AVENUE ARDEN HILLS. MN 55112 ATTN: AL SHEPARDSON TELE: (651)636-6442 FAX: (651)636-0995 NO SCALE 9 36"CONCRETE CURB 18" DIA. NOTE: SIGN SHALL MEET THE REQUIREMENTS OF MN MUTCD R7-8m AND R7-8bP 60" MIN. & 66" MAX.FROM PARKING SURFACETO BOTTOM OF SIGNAGEPARKING VEHICLE ID REQUIRED VAN ACCESSIBLE N O PAR K I NG ACCESS AISLE WHERE APPLICABLE ATTACH SIGN(S) TO POST WITH APPROPRIATE STAINLESS STEEL BOLTS, WASHERS & NUTS. (TYP. AT TOP AND BOTTOM OF SIGN) 2"x2" GALVANIZED SIGN STOCK PRIMED AND PAINTED. SET IN CONCRETE CENTERED IN BOLLARD. 6" ROUND STEEL PIPE, SCHEDULE 40, BOLLARD. CONCRETE FILLED EXPANSION JOINT SIDEWALK PER PLAN UPT TO $200 FINE FOR VIOLATION SIGN FACE AT PARKING STALL SIGN FACE AT ACCESS AISLE ROUND PIPE BOLLARD AND COVER FOOTING12"18" DIA.48"48"McDONALD'S NOTE: FOR BOLLARD COVER CONTACT PUGLEASA COMPANY INC. 1253 CONNELLY AVENUE ARDEN HILLS. MN 55112 ATTN: AL SHEPARDSON TELE: (651)636-6442 FAX: (651)636-0995 NO SCALE 10 CONCRETE CROWN 6" DIA. STEEL PIPE BOLLARD, SCHD. 40, CONCRETE FILLED BOLLARD COVER SHALL MATCH BUILDING BASE / SERVICE DOOR COLOR 1/2" EXPANSION JOINT SEE PLANS FOR SURFACE CONDITION 36"PROVIDE PAINTED SYMBOL AT EACH DESIGNATED ACCESSIBLE PARKING STALL. CENTER SYMBOL IN STALL NEAR DRIVE AISLE. NO SCALE INTERNATIONAL SYMBOL OF ACCESS11 67.5d 2'2'2'10" DIAMETER 5d ALL LINES 5" WIDE 1"AS REQUIRED4' MIN12" NO SCALE STEEL SIGN POST W/ ACCESSIBLE SIGNAGE - MN12 NOTE: SINAGE SHALL MEET THE REQUIREMENTS OF MN MUTCD R7-8m AND R7-8P 60" MIN. & 66" MAX.FROM PARKING SURFACETO BOTTOM OF SIGNAGEAT ACCESS AISLE PARKING SIGN FACE AT PARKING STALL VEHICLE ID REQUIRED VAN A C C ES S I B L E N O P A R K I N G ACCESS AISLE (WHERE APPLICABLE) FOOTING WITH 1" CROWN IN GREEN SPACE 2"x2" PERFORATED SQUARE SIGN POST ACCESSIBLE SIGNAGE MOUNT WITH 1/4" STAINLESS STEEL HARDWARE FOOTING FLUSH ADJACENT TO WALKS CONCRETE WALK STEEL SIGN EMBEDDED MINIMUM 2'-6" INTO CONCRETE FOOTING POURED CONCRETE FOOTING UP TO $200 FINE FOR VIOLATIONS 78 GMCO LT LT LT LT LT LT LTLTLT LT LT LT LT LT LT LT LT LT HH HH HH HH COBX HH EM LT LT LT HH LT LT LT LT NO PARKINGEM>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEIIIIIIIIIIIIIIIIIIIIIIIIUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UEUEUE UE UE UE UE UE UEUEUEUE UEUEUEUEUEUEUEUEUEUEGGG G G GGGG G G G G G G G A A A S S S SSAN>(3) PRUN (2) PIDE (2) MASP (2) GTSK (4) PRUN (6) PIDE (1) MASP (1) MASP (1) ACER L2.1 1 DECIDUOUS TREE PLANTING (TYP) L2.1 2 CONIFEROUS TREE PLANTING (TYP) (TYP) 1 (TYP) 11 (TYP)7(TYP)12 (TYP)12 (TYP)16 (TYP)12 (TYP)16 (TYP)12 (TYP)12 (TYP)11 (TYP)11 (TYP)11 (TYP)11 DECIDUOUS TREES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND. ACER 1 Acer saccharum 'Autumn Splendor'Autumn Splendor Sugar Maple 30`H x 20`W 2.5" Cal.B & B GTSK 2 Gleditsia triacanthos `Skyline`Skyline Honeylocust 40`H x 30`W 2.5"Cal B & B EVERGREEN TREES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND. PIDE 8 Picea glauca `Densata`Black Hills Spruce 45`H x 20`W 8` HT B & B ORNAMENTAL TREES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND. MASP 4 Malus x `Spring Snow`Spring Snow Crab Apple 25`H x 20`W 1.5"Cal POT PRUN 7 Prunus virginiana 'Canada Red'Canada Red Chokecherry 30`H x 20`W 1.5" Cal.POT REVIEWED BY DRAWN BY STATE NUMBERMcDONALD'S USA, LLC.REV REVISION HISTORYSHEET NAMEPROTO. ISSUEDDATE REVIEWEDNATIONAL NUMBERDATE DATE ISSUED THESE DRAWINGS AND SPECIFICATIONS ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF McDONALD'SCORPORATION AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION. THE CONTRACTDOCUMENTS WERE PREPARED FOR USE ON THIS SPECIFIC SITE IN CONJUNCTION WITH ITS ISSUE DATE ANDARE NOT SUITABLE FOR USE ON A DIFFERENT SITE OR AT A LATER TIME. USE OF THESE DRAWINGS FORREFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTSAND ENGINEERS. REPRODUCTION OF THE CONTRACT DOCUMENTS FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED.CITYSHEET NO. STREET ADDRESSSTATECOUNTYCERTIFICATION PROJECT NO. FILE NAME:LANDFORMc202209/23/2209/23/22CNCDBL022-001500702HENNEPINMN730 WINNETKA AVE NGOLDEN VALLEYMCD17393 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®®06/22/22PERMIT SUBMITTAL09/23/22PUD SUBMITTALNORTH 0 20 40 Contact Utility Service providers for field location of services 72 hours prior to beginning. Coordinate installation with Contractors performing related work. Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease, infestation, damage, and disfiguration. All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape. Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard. Spread a minimum of 4 inches of topsoil and sod all turf areas disturbed by Construction. Edge planting beds with 6-inch Black Vinyl Edging (Black Diamond or approved equal) except where adjacent to curbing, walks or buildings. Place plants according to layout with proper nominal spacing. For discrepancy between the number of plants on the Schedule and the number shown on the Drawing, the Drawing shall govern. See Details for depth of planting soil. Install a 4-foot diameter triple-shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed. Edging is not required, unless noted otherwise. Install 2 to 3 inch (nominal size) grey trap rock to a depth of 4 inches in all planting beds unless noted otherwise. Landscape fabric shall be installed under all areas of rock mulch. Secure all edges and seams of fabric with 6-inch landscape staples. Irrigation is required. Irrigation shall be designed by irrigation contractor. Contractor shall submit design plan and all shop drawings and system components to Landscape Architect for review, prior to purchase and installation. Contractor shall follow all applicable codes and obtain all necessary permits from local jurisdiction. All plant material shall have a 1-year warranty. The warranty shall begin after the last plant has been installed and the Landscape Architect has approved the installation. Landscape contractor is responsible for replacing any and all plant material that dies during the warranty period. Landscape contractor shall assume all costs to any replacements. All replacements shall be same species and sizes and equal or better vigor as original installation. Restore or replace sod to original condition after tree and mulch installation. Remove existing soil, roots, debris to a depth of four (4') feet prior to digging new planting pit. Dispose of existing soil, roots, debris offsite. GENERAL NOTES LANDSCAPE NOTES For construction Staking and Surveying services contact Landform at 612.252.9070.1. PLANT SCHEDULE TREE SHALL BE PLANTED WITH ROOT FLARE EVEN WITH SOIL LINE OR FIRST MAJOR BRANCHING ROOT ONE (1) INCH BELOW SOIL LINE. IF ROOT FLARE IS NOT APPARENT IT MAY BE COVERED BY BURLAP OR SOIL. ADJUST PLANT AS NEEDED TO MAINTAIN APPROPRIATE DEPTH. DOUBLE STRAND 14 GA. WIRE - 3' @ 120 DEGREE INTERVALS (TYP.)VARIESAREA DUG FOR PLANTING 2x-3x DIA. OF SOIL BALL24" MINSCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING 2" X 2" X 24" WOOD STAKE SET AT ANGLE PLANTING SOIL (SEE PLANS) EDGE CONDITION VARIES (SEE PLANS) CUT TOP OF WIRE BASKET 1/3 (MIN.) FROM TOP OF BALL. CUT TWINE FROM AROUND TOP 1/3 (MIN.) OF ROOTBALL. CUT AND ROLL BACK BURLAP 1/3 (MIN.) FROM TOP OF ROOTBALL. 16" POLYPROPYLENE OR POLYETHYLENE (40 MIL, 1-1/2" WIDE STRAP TYP.) FLAGGING: ONE (1) PER WIRE 8' STEEL STAKE. PLACE TWO (2) INCHES FROM ROOT BALL. INSPECT FOR ENCIRCLING ROOTS TO MITIGATE FUTURE STEM GIRDLING. REJECT ANY TREES THAT ARE SEVERELY AFFECTED. TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED AND TO BE UTILIZED ONLY IF NECESSARY. MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD AS DEFINED ON PLANS AND/OR SPECIFICATIONS. NOTES: NO SCALE CONIFEROUS TREE PLANTING EXISTING SUBGRADE AREA DUG/TILLED TO PROMOTE ROOT GROWTH 3-5x DIA. OF SOIL BALL EXISTING SOIL LOOSENED FOUR (4") INCHES SHREDDED HARDWOOD MULCH 2 SUBGRADE AREA DUG/TILLED TO PROMOTE ROOT GROWTH 3-5x DIA. OF SOIL BALL AREA DUG FOR PLANTING 2-3x DIA. OF SOIL BALL SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING CUT TOP OF WIRE BASKET 1/3 (MIN.) FROM TOP OF ROOTBALL. CUT TWINE FROM AROUND TOP 1/3 (MIN.) OF ROOTBALL. CUT AND ROLL BACK BURLAP 1/3 (MIN.) FROM TOP OF ROOTBALL. 2" X 2" X 24" WOOD STAKE SET AT ANGLE EXISTING SOIL LOOSENED PLANTING SOIL (SEE PLANS) EDGE CONDITION VARIES INSPECT FOR ENCIRCLING ROOTS TO MITIGATE FUTURE STEM GIRDLING. REJECT ANY TREES THAT ARE SEVERELY AFFECTED. TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED AND TO BE UTILIZED ONLY IF NECESSARY. MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD. SEE SPECIFICATIONS. FLAGGING: ONE (1) FLAG PER WIRE DOUBLE STRAND 14 GA. WIRE - 3' @ 120 DEGREE INTERVALS (TYP.) TREE SHALL BE PLANTED WITH ROOT FLARE EVEN WITH SOIL LINE OR FIRST MAJOR BRANCHING ROOT ONE (1) INCH BELOW SOIL LINE. IF ROOT FLARE IS NOT APPARENT IT MAY BE COVERED BY BURLAP OR SOIL. ADJUST PLANT AS NEEDED TO MAINTAIN APPROPRIATE DEPTH. 16" POLYPROPYLENE OR POLYETHYLENE (40 MIL, 1-1/2" WIDE STRAP TYP.) TREE WRAP TO FIRST BRANCH NOTES: 8' STEEL STAKE. PLACE WITHIN TWO (2) INCHES OF ROOT BALL. NO SCALE DECIDUOUS TREE PLANTINGVARIES PER SPECIES(SEE PLANS)24" MIN.FOUR (4") INCHES MAX.SHREDDED HARDWOOD MULCH (SEE PLANS) 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 L201MCD393.DWGLANDSCAPE PLANL2.1 REPLACEMENT NOTES (47)Trees shown on original landscape plan, dated 03/06/1990, created by Damon Farber Associates. (25)Existing trees on-site as of 09/19/2022 (22)Replacement trees provided (47)Total trees on-site after replacements added 79 Welcome McDonald's USA, LLC 80 McDonald's USA, LLC 81 McDonald's USA, LLC 82 McDonald's USA, LLC 83 Welcome McDonald's USA, LLC 84 Welcome McDonald's USA, LLC 85 Welcome McDonald's USA, LLC 86 ORDINANCE NO. 749 AN ORDINANCE AMENDING THE CITY CODE Approval of Major PUD Amendment McDonalds PUD No. 58, Amendment #2 Kevin Shay (Landform), Applicant The City Council for the City of Golden Valley hereby ordains as follows: Section 1. City Code Chapter 113 entitled “Zoning” is amended in Article III, Division 3, 113-123 by approving a Major PUD Amendment to Planned Unit Development (PUD) No. 58 thereby allowing for the construction of a second drive-thru queuing lane, new building façades, and other site improvements. The PUD is subject to all of the terms of the permit to be issued including, but not limited to, the following specific conditions: 1. Compliance with the City’s Inflow & Infiltration requirements must be achieved, or a security deposit obtained to cover any necessary repairs, prior to the issuance of a building permit. 2. The building elevations from Reprise Architecture, submitted on June 23, and the civil plans from Landform, submitted on September 23, shall become a part of this approval. 3. Three new pedestrian connections from adjacent rights-of-way or City-owned properties, as shown on the civil plans, shall be provided as benefits to help offset the proposed auto- oriented improvements of the drive-thru. 4. A Tree and Landscape permit shall be required in order to assure coordination with City staff as trees are replaced, including those proposed for the City right-of-way. 5. A rack providing a minimum of eight bicycle spaces, available for use by the public, shall be retained on-site. In addition, the Council makes the following findings pursuant to City Code Section 113-123, Subd. (c)(2): 1. The PUD amendment furthers the goals of the original site plan, which were to direct traffic off of Winnetka Ave and to create a well-landscaped pedestrian environment. The amendment increases the off-street queuing capacity and enhances the landscaping and pedestrian experience. 2. The amendment increases the amount of pervious space as well as revegetates the site to better align with the original landscaping plans. No sensitive environmental features are impacted. 3. The proposed amendment would utilize land efficiently by moving potential traffic congestion out of the public right-of-way. 4. The proposal is consistent with the current use of the existing PUD and there are no known impacts to the surrounding properties. The proposal is consistent with the City’s Comprehensive Plan, which calls for the support of non-residential growth opportunities. 5. The PUD amendment would improve general health, safety, and welfare by reducing the potential for traffic congestion on a busy County Road and by providing accessible pedestrian connections from adjacent properties. 87 Ordinance No. 749 -2-November 15, 2022 The PUD amendment meets the Intent and Purpose provision of the City Code in that it achieves a high quality of site planning, design, landscaping, and building materials while remaining compatible with the land uses on-site and with surrounding properties. Section 2. The tracts of land affected by this ordinance (collectively, the “Properties”) are legally described as follows: Lot 1, Block 1, MCDONALDS P.U.D. No. 58, Hennepin County, Minnesota. Section 3. This ordinance shall take effect from and after its passage and publication as required by law. Adopted by the City Council this 15th day of November, 2022. /s/Shepard M. Harris Shepard M. Harris, Mayor ATTEST: /s/Theresa J. Schyma Theresa J. Schyma, City Clerk 88 EXECUTIVE SUMMARY Physical Development 763-512-2345 / 763-512-2344 (fax) Golden Valley City Council Meeting November 15, 2022 Agenda Item 4B. Ordinance No. 750, Conditional Use Permit No. 174 to Allow for Automobile Sales and Service at 650 Ottawa Avenue North Prepared By Jason Zimmerman, Planning Manager Summary Tom Meyer, of Landform, representing Drake Motor Partners GV, LLC, is requesting a Conditional Use Permit to allow for automobile sales and service at 650 Ottawa Avenue North. The existing manufacturing building would be demolished and a new 50,000 square foot structure would be constructed. For more details on the existing site conditions, proposal details, and City staff review, please refer to the copy of the staff memo to the Planning Commission. This Executive Summary focuses on the evaluations of findings for the conditional use permit. Discussion at Planning Commission At its meeting on October 24, the Planning Commission voted (5-0) to recommend approval of the conditional use permit. One nearby resident left questions for the Commissioners via the Golden Valley Speaks web site (attached). The same resident, along with four others, asked questions or provided comments at the meeting. The majority of the points raised involved concerns about the existing traffic/parking situation in the area – primarily due to users of Schaper Park as well as those walking to the beach on Twin Lake in Theodore Wirth Park. Some also asked about how test drives would be prevented from venturing into the residential neighborhood to the north of the site. Evaluation The findings and recommendations for a Conditional Use Permit are based upon any or all of the following factors, as outlined in Section 113-30 (d) of the City Code: 89 1. Demonstrated Need for Proposed Use Standard met. The northwest portion of the Twin Cities does not currently have an elective automobile dealership. The applicant’s marketing research indicates there is demand. Other locations within Golden Valley were examined but for various reasons were determined not to be feasible. 2. Consistency with the Comprehensive Plan Standard met. Automobile sales are uses that are targeted for the Industrial zoning district, making this location an appropriate site for this use. 3. Effect upon Property Values Standard met. Typically, investment in a new building of this size – replacing one constructed in 1960 – would provide a structure with more efficient building technologies and better site design. This is expected to increase property values, not decrease them. 4. Effect on Traffic Flow and Congestion Standard conditionally met. While the increase in traffic associated with an auto dealership could impact the congestion at the Schaper Road and Hwy 55 intersection, it is unlikely to be a regular occurrence. The City anticipates intersection improvements could be managed through an upcoming mill and overlay. In order to manage parking on-site, and to ensure vehicles to not spill over onto the road, dedicated parking for employees and customers must be designated and signed. 5. Effect of Increases in Population and Density Standard met. The anticipated regular weekday and Saturday hours of operation, combined with a typical number of employees, suggests that the daily increase in employment density would be acceptable for this location. 6. Compliance with the City’s Mixed-Income Housing Policy Not applicable. 7. Increase in Noise Levels Standard met. While some additional noise might be generated through the service aspect of this use, the industrial setting as well as the interior nature of the business indicate any increase would not negatively impact the surrounding area. 8. Generation of Odors, Dust, Smoke, Gas, or Vibration Standard met. No such problems are expected. 9. Any Increase in Pests or Vermin Standard met. No such problems are expected. 90 Factor Finding 10. Visual Appearance Standard conditionally met. Improvements to the site would enhance the visual appearance of the lot. Provisions must be put in place to minimize the outdoor lighting levels overnight to avoid impacting surrounding residential properties. 11. Other Effects upon the General Public Health, Safety, and Welfare Standard conditionally met. As technology for electric vehicles continues to evolve, standards around the use and storage of batteries remains an area of interest for the Fire Department. Coordination on final building plans and fire suppression systems must be carried out as part of the project approvals. Based on the findings above, staff recommends approval of Conditional Use Permit 174, allowing for automobile sales and service at 650 Ottawa Avenue North. Consistent with State statute, a certified copy of the CUP must be recorded with Hennepin County. The approval of this permit would be subject to the following conditions: 1.Required parking for employees and customers shall be clearly designed and marked to distinguish it from parking spaces for display and inventory. 2.The applicant must continue to work with Fire staff as plans are finalized to ensure any questions or concerns regarding the use and storage of electric vehicle batteries are adequately addressed. 3.The applicant shall provide proof of outdoor lighting controls that extinguish or reduce the levels during the required curfew hours. 4.The applicant shall work with Planning staff to determine measures to direct test drives away from the residential neighborhood to the north. Legal Considerations The application for this proposal was received on August 26. Under State statute, the City must vote to approve or deny the request within 60 days, or it may unilaterally extend the deadline once by an additional 60 days. The 60 day deadline for this application was October 25. Staff has extended the deadline for an additional 60 days through December 24 in order to allow time for the traffic study to be conducted. The legal standards for the evaluation of a conditional use permit are the factors listed above. The City must make findings in response to each factor, and may make its approval of the permit contingent upon conditions as it determines they are necessary in order to prevent or minimize impacts to the surrounding area. However, any condition must have a “rational nexus” – or a reasonable connection – to the problem that it is purporting to address. Also, the measure of the solution being advanced must bear a “rough proportionality” to the burden being imposed on the City by the private action. In other words, the fix must align with the problem it is supposed to be solving. Equity Considerations The creation of 50 to 60 new jobs through the construction of the auto dealership supports the pillar of Economic Prosperity for All in the City's Equity Plan. In addition, the new use of a QR code within the public hearing notices mailed to surrounding properties in advance of the Planning Commission 91 meeting -- in order to provide quick and easy access to the Golden Valley Speaks web site -- fits under the Inclusive and Effective Community Engagement pillar. Recommended Action Motion to adopt Ordinance No. 750, Approval of Conditional Use Permit Number 174 allowing for Automobile Sales and Service at 650 Ottawa Avenue North. Supporting Documents Memo to the Planning Commission dated October 24, 2022 Draft minutes of the Planning Commission meeting of October 24, 2022 Golden Valley Speaks Public Comment Summary Applicant Response to Public Comments Project Narrative Selected pages from the Civil Plans prepared by Landform and dated August 26, 2022 Interior Floor Plan Building Elevations Car Dealership Traffic Impact Study, dated October 12, 2022 Ordinance No. 750, Approval of Conditional Use Permit Number 174 92 1 Date: October 24, 2022 To: Golden Valley Planning Commission From: Jason Zimmerman, Planning Manager Subject: Informal Public Hearing – Conditional Use Permit No. 174 to allow for Automobile Sales at 650 Ottawa Avenue North Property address: 650 Ottawa Avenue North Applicant: Tom Meyer, Landform, for Drake Motor Partners GV LLC Property owner: States Manufacturing Corporation Lot size: 4.46 acres Zoning District: Industrial Future Land Use: Industrial Adjacent uses: Public athletic fields (west), railroad and single-family residential (north), Room & Board warehouse and outlet store (east), offices (south) 2021 aerial photo (Hennepin County) 93 2 Summary of Request Tom Meyer, of Landform, representing Drake Motor Partners GV, LLC, is requesting a Conditional Use Permit to allow for automobile sales and service at 650 Ottawa Avenue North. The existing manufacturing building would be demolished and a new 50,000 square foot structure would be constructed. Existing Conditions 650 Ottawa Avenue North is an approximately four and a half acre site that is located north of Olson Memorial Highway and east of Highway 100. It sits just south of the Union Pacific railroad spur with a single-family neighborhood of 17 homes just beyond the tracks. The Room and Board warehouse and outlet store is the adjacent property to the east. To the west are the ba llfields of Shaper Park as well as Shaper Pond. South of the subject property are a number of offices, including Centennial Dental. Sunrise Senior Living is also nearby. The site contains a one-story manufacturing building constructed in 1960. It is currently owned and operated by the States Manufacturing Corporation, a fabricator of metal and electrical products. The property is primarily flat, but does steeply rise more than 20 feet at the eastern property line to meet the elevation of the adjacent parking lot. There is some drainage, including via a City storm sewer, to a wet area north of the site on railroad property. Access is primarily provided via the signalized intersection of Shaper Road and Olson Memorial Highway, though a secondary route is located to the west past Poquet Auto via a Highway 100 frontage road. The single-family neighborhood to the north has one entrance/exit via Ottawa. Proposal Drake Motor Partners GV LLC proposes to demolish the existing building and construct a 50,000 square foot building for electric vehicle sales. The new site plan would include two access points to Ottawa Avenue – one north and one south – and would relocate the existing south driveway to better align with Schaper Road in order to reduce p otential turning conflicts. The primary entrance to the building would face south and would include the entrance to the showroom as well as overhead doors to allow for servicing of vehicles. A secondary employee entrance would be located in the northwest corner of the building A fire lane would provide access around the entire building. 242 parking spaces for employees, customers, and inventory would be located both to the north and to the south of the building. Eight electric charging stations are proposed to serve the spaces directly north of the building. A trash enclosure and an area for tire storage are also located to the north of the building. The change in elevation at the east property line would be managed through the construction of a tall retaining wall. Stormwater would be managed through an underground vault installed under the north parking lot. A biofiltration basin is proposed to be located in the front yard adjacent to the south driveway. 94 3 Staff Review Land Use and Zoning Considerations While many aspects of the land use and zoning components of the proposal are not directly relevant to the conditional use permit under consideration, staff has documented much of the review in order to provide a more complete picture of the project. Dimensional Requirements The proposed front, rear, and side yard setbacks for the building are consistent with the zoning requirements for the Industrial zoning district, as are the parking setbacks throughout the site. As measured to the highest point of the flat roof, the proposed height of 30 feet is below the maximum allowed of 45 feet. Architectural and Material Standards As new construction, the proposed building is expected to comply fully with the City’s Architectural and Material standards. Based on the elevations shown, it appears the applicant has attempted to comply with the architectural standards, including providing variation in materials, texture, and color; visually articulating façades into smaller intervals; emphasizing entrances wi th architectural features; and screening trash receptacles and other ancillary equipment. Staff will continue to work with the applicant to very the required amount of window and door openings are being provided. The amount of Class I materials proposed for the south and east elevations fall short of the minimum required, as noted in the table below. Revisions to the proposed façades must be approved by staff prior to the issuance of building permits. Parking City Code requires 1 parking space for every 1,000 sq ft of showroom area plus 1 parking space for every 5,000 sq ft of outside display area. At 20,000 sq ft of showroom and 100,000 sq ft of outside display area, 40 parking spaces are required. With over 240 parking stall s indicated on the site plan, there is more than sufficient parking available. However, to ensure that the required 40 spaces are not used for display or inventory, these 40 spaces must be clearly signed or designated for employee and customer use. 95 4 Bicycle parking is required at a rate of 5 percent of the minimum number of vehicle spaces or a minimum of four bicycle spaces. Four bicycle spaces available to the public are required to be installed. Accommodating this alternative form of transportation aids in off-setting the number of vehicles that will be arriving at the site. Proximity to the Luce Line Regional Trail makes this installation even more appropriate. Lighting A lighting plan was provided with the materials submitted. Overall, the plan is consistent with the City’s outdoor lighting regulations, though it does take advantage of the higher footcandles allowed for auto sales. A handful of minor adjustments are required prior to permitting, and the applicant must observe the curfew which requires that outdoor lighting be extinguished or reduced by at least 50 percent beginning one hour after close of business and continuing until dawn or start of business, whichever is sooner. Traffic Concerns about traffic congestion at the Schaper Road and Olson Memorial Highway intersection, especially in conjunction with more heavily trafficked times of the day (Saturday mornings, during the Room & Board outlet hours, for example), prompted the City to conduct a traffic study to evaluate the potential impacts from the additional vehicle trips associated with the proposed use. The full report is attached to this memo. The initial findings were that the left turn lane on eastbound Olson Memorial Highway occasionally experiences back-ups to the point where not all vehicles clear the queue when the light is green. The operation of an electric auto dealerships would add to the number of vehicles utilizing this intersection, though the near-term impacts would be unlikely to generate regular increases in the queue length and not to the point that vehicles would back up into the eastbound travel lanes. However, in the longer-term, as additional development north of Olson Memorial Highway occurs, this could become a problem. The recommendations were monitor the intersection and if problems arise, to request from MnDOT that more time be allocated to this signal and/or to extend the length of the left turn lane from 305 feet to 480 feet. MnDOT has planned a mill and overlay of this stretch of Highway 55 for 2025 and an evaluation of intersection safety is expected to be a part of that project. Engineering staff have suggested that this location be examined for potential improvements at that ti me and any recommended changes be made as a part of that project. Absent this opportunity, the City could move forward with future improvements with costs being assessed to all of the contributing properties in the area. While the operating hours at this location have not yet been set, typical hours are 8 am to 6 pm, Monday thru Friday, and 9 am to 3 pm on Saturday. Approximately 50-60 jobs would be created at this location. Additional Department Review As is standard practice for development proposals, plans were reviewed by the City’s Engineering staff and notes were provided regarding a range of additional information that is needed in order to fully evaluate soils, floodplain, grading, and other site features. 96 5 In addition, staff noted that compliance with the City’s Inflow & Infiltration requirements must be achieved, or a security deposit obtained to cover any necessary repairs, prior to the issuance of a building permit. The Fire Department requested that should the CUP be approved, the applicant continue to work with staff in order to adequately address any questions or concerns related to the presence of electric vehicle batteries on site. Evaluation The findings and recommendations for a Conditional Use Permit are based upon any or all of the following factors: Factor Finding 1. Demonstrated Need for Proposed Use Standard met. The northwest portion of the Twin Cities does not currently have an elective automobile dealership. The applicant’s marketing research indicates there is demand. Other locations within Golden Valley were examined but for various reasons were determined not to be feasible. 2. Consistency with the Comprehensive Plan Standard met. Automobile sales are uses that are targeted for the Industrial zoning district, making this location an appropriate site for this use. 3. Effect upon Property Values Standard met. Typically, investment in a new building of this size – replacing one constructed in 1960 – would provide a structure with more efficient building technologies and better site design. This is expected to increase property values, not decrease them. 4. Effect on Traffic Flow and Congestion Standard conditionally met. While the increase in traffic associated with an auto dealership could impact the congestion at the Schaper Road and Hwy 55 intersection, it is unlikely to be a regular occurrence. The City anticipates intersection improvements could be managed through an upcoming mill and overlay. 97 6 In order to manage parking on-site, and to ensure vehicles to not spill over onto the road, dedicated parking for employees and customers must be designated and signed. 5. Effect of Increases in Population and Density Standard met. The anticipated regular weekday and Saturday hours of operation, combined with a typical number of employees, suggests that the daily increase in employment density would be acceptable for this location. 6. Compliance with the City’s Mixed-Income Housing Policy Not applicable. 7. Increase in Noise Levels Standard met. While some additional noise might be generated through the service aspect of this use, the industrial setting as well as the interior nature of the business indicate any increase would not negatively impact the surrounding area. 8. Generation of Odors, Dust, Smoke, Gas, or Vibration Standard met. No such problems are expected. 9. Any Increase in Pests or Vermin Standard met. No such problems are expected. 10. Visual Appearance Standard conditionally met. Improvements to the site would enhance the visual appearance of the lot. Provisions must be put in place to minimize the outdoor lighting levels overnight to avoid impacting surrounding residential properties. 11. Other Effects upon the General Public Health, Safety, and Welfare Standard conditionally met. As technology for electric vehicles continues to evolve, standards around the use and storage of batteries remains an area of interest for the Fire Department. Coordination on final building plans and fire suppression systems must be carried out as part of the project approvals. Recommended Action While a number of minor issues remain to be resolved or corrected, the review of a conditional use must focus on the characteristics “which might have an unusual impact upon surrounding properties or which might otherwise adversely affect the future development of the City or the 98 7 general public health, welfare, or safety of the property or residents therein.” (Section 11 3-30 (a)) Other topics regulated through zoning, engineering, or other aspects of the City Code are handled outside of the entitlement process as a regular matter of plan review by staff and in working with the applicant. To that end, this memo limits its recommendation to those items deemed to have potential impacts on the surrounding area. Based on the findings above, staff recommends approval of Conditional Use Permit No. 174, allowing for automobile sales at 650 Ottawa Avenue North, with the following conditions: 1. Required parking for employees and customers shall be clearly designed and marked to distinguish it from parking spaces for display and inventory. 2. The applicant must continue to work with Fire staff as plans are finalized to ensure any questions or concerns regarding the use and storage of electric vehicle batteries are adequately addressed. 3. The applicant shall provide proof of outdoor lighting controls that extinguish or reduce the levels during the required curfew hours. This approval is subject to all other state, federal, and local ordinances, regulations, or laws with authority over this development. Failure to comply with one of more of the above conditions shall be grounds for revocation of the CUP. Consistent with State statute, a certified copy of the CUP must be recorded with Hennepin County. Attachments Project Narrative (5 pages) Selected pages from the civil plans prepared by Landform and dated August 26, 2022 (8 pages) Interior floor plan (1 page) Building elevations (1 page) Traffic Study (49 pages) 99 City of Golden Valley    Planning Commission Regular Meeting  October 24, 2022 – 6:30 pm       4    MOTION made by Commissioner Brookins, seconded by Commissioner Segelbaum, to recommend  approval of Amendment #2 to McDonald’s Corporation PUD No. 58, subject to the previously listed 5  conditions and to add:   6. The minimum parking count be 79 spaces.   Motion carried.    6. Informal Public Hearing – Conditional Use Permit No. 174 to allow for Automobile Sales  Applicant: Tom Meyer, of Landform, on behalf of Drake Motor Group GV LLC  Address: 650 Ottawa Ave N    Jason Zimmerman, Planning Manager, gave a summary of the proposal for the CUP to allow for auto  sales and for the existing manufacturing building to be demolished and a new 50,000 square foot  structure to be constructed. Staff illustrated where the site is in relation to the City and listed existing  conditions.   Zimmerman went into more detail, outlining the proposal utilizing images and elevation maps. Staff  went on to review land use and zoning as well as the traffic study and potential improvements. The  Engineering department notes a range of additional information needed in order to fully evaluate  soils, floodplain, grading, and other site features. The Fire department stated the applicant shall  continue to work with staff in order to address questions or concerns related to any electric vehicle  batteries on site.    Staff Evaluation   The northwest portion of the Twin Cities does not currently have an elective automobile  dealership. The applicant’s marketing research indicates there is demand. Other locations  within Golden Valley were examined but for various reasons were determined not to be  feasible.   Automobile sales are uses that are targeted for the Industrial zoning district, making this  location an appropriate site for this use.   Typically, investment in a new building of this size – replacing one constructed in 1960 –  would provide a structure with more efficient building technologies and better site design.  This is expected to increase property values, not decrease them.   While the increase in traffic associated with an auto dealership could impact the congestion  at the Schaper Road and Hwy 55 intersection, it is unlikely to be a regular occurrence. The City  anticipates intersection improvements could be managed through an upcoming mill and  overlay. In order to manage parking on‐site, and to ensure vehicles to not spill over onto the  road, dedicated parking for employees and customers must be designated and signed.   The anticipated regular weekday and Saturday hours of operation, combined with a typical  number of employees, suggests that the daily increase in employment density would be  acceptable for this location.  100 City of Golden Valley    Planning Commission Regular Meeting  October 24, 2022 – 6:30 pm       5   While some additional noise might be generated through the service aspect of this use, the  industrial setting as well as the interior nature of the business indicate any increase would not  negatively impact the surrounding area.   Improvements to the site would enhance the visual appearance of the lot. Provisions must be  put in place to minimize the outdoor lighting levels overnight to avoid impacting surrounding  residential properties.   As technology for electric vehicles continues to evolve, standards around the use and storage  of batteries remains an area of interest for the Fire Department. Coordination on final  building plans and fire suppression systems must be carried out as part of the project  approvals.    Recommended Action    Based on the findings, staff recommends approval of Conditional Use Permit No. 174, allowing for  automobile sales at 650 Ottawa Avenue North, with the following conditions:  1. Required parking for employees and customers shall be clearly designed and marked to  distinguish it from parking spaces for display and inventory.  2. The applicant must continue to work with Fire staff as plans are finalized to ensure any  questions or concerns regarding the use and storage of electric vehicle batteries are  adequately addressed.  3. The applicant shall provide proof of outdoor lighting controls that extinguish or reduce the  levels during the required curfew hours.    This topic was on Golden Valley Speaks and one commenter had seven questions:  1. Will there be fencing/gating of the property?   Not around the whole property but across the driveways.   2. What kind of advertising or signage will be used?   Some on the building, must comply with Industrial District code.   3. Will any on‐street parking changes be requested?   None by applicant or City.  4. How will water be managed as well as chloride usage in the winter?   There is an underground stormwater vault under the parking lot, it will be managed there.   Bassett Creek and the City have regulations for chloride.   5. Concerns regarding lighting and noise with residential uses nearby?   Curfew lighting regulations, no noise concerns.   6. What should be expected in tree removal and mitigation?   46 mature trees will be removed and there is a tree mitigation process and plans show the   applicant can meet this requirement.  7. Are any variances being requested?   None      101 City of Golden Valley    Planning Commission Regular Meeting  October 24, 2022 – 6:30 pm       6  Commissioners and staff reviewed the traffic study details around vehicle size and volume,  environmental mitigation prior to building, landscaping, zoning and land use designation, materials,  requirements for the CUP and what the applicant is doing beyond that.     Chair Pockl invited the applicant to speak.    Tom Myer, Applicant Representative, noted the presentation outlined the proposal and added the  applicant is comfortable with the conditions.   Commissioner Johnson asked about above or underground storage containment for stormwater. The  applicant responded they’d prefer to keep containment above ground but this location is working  with less surface area so most of the lot is handled by underground containment.   Chair Pockl asked the applicant why they think this is a good location for electric vehicle sales. The  applicant responded that this part of town has a lot of Tesla demand and orders. The group has been  working on a number of sites and this one meets all the requirements.   Commissioner Brookins asked about material requirements and the applicant responded that since  the initial application, they have looked at the revised building material requirements in Golden  Valley and are prepared to meet them all.   Commissioners and the applicant discussed lighting and traffic. The applicant noted Tesla as a  business has light traffic and minimal test driving as they operate by appointment only. The applicant  estimated 1‐2 test drives per hour and added the traffic consultant added the worst‐case scenario to  the study. The applicant added that batteries are not stored on sight because its less than rare.  Batteries are made off site and installed the day they arrive to the dealer.    Chair Pockl opened the public hearing at 7:52pm.  Golden Valley Speaks comments were noted.     Peter Moyer  4800 Killarney Dr  States manufacturing has been a good neighbor for decades and with a new neighbor, there is  trepidation. Members of the neighborhood have gained over a million dollars in grants to assist with  environmental protections. We are in tune with the natural element of the area. The big concern is  about the effort in the traffic study but it wasn’t pointed out that this is a no‐outlet network. The  number of parking spaces in this no outlet network is around 600 and with this new build, that will  bump out to 800. There are a lot of uses in this neighborhood: the park, memory care clinic and  visitors, mountain biking, sports players, room and board shoppers, folks using the road to access the  beach. I am concerned because test drivers are distracted drivers. We want to make sure there’s a  plan for folks using this area by foot and on bike to stay safe.     Stephanie Greenleaf  910 Ottawa Ave N  The parking lot near the baseball fields and the road are full every weekend with folks parking for the  beach. We are concerned for the safety of these folks with test drivers and increased traffic with the  dealership.   102 City of Golden Valley    Planning Commission Regular Meeting  October 24, 2022 – 6:30 pm       7  Kate Johnson  4721 Killarney  It sounds like there will be 40+ trees removed during this project and I’d like to know which trees  they are as the ones on the north property provide a buffer for the neighborhood. I’m also curious  what measures are being taken to prevent test drivers from entering our neighborhood. Additionally,  even though there is no parking on Ottawa, folks do anyway. There are a lot of pedestrians, park  goers, and cyclists; we feel that this additional congestion was overlooked in the plan. I wonder if  Tesla will block off their parking because beach goers will try to use the spaces and is there a plan in  place to authorize towing.     Joe Schalbitter  Seller  My father bought the building in the late 60’s. There has been a lot of talk about the traffic study and  the first line says “former site” but we were still in business at that location when the study was  done. Nobody asked us about traffic when that study was done.   There was concern about the semi‐truck traffic and it occurs to me there are about 60 semis that  come in to our location per week, the new owner stated they project a few semis per month. One  thing MNDOT could do to mitigate traffic, is to allow the one stoplight in that area to flash yellow  during the day. There isn’t daytime traffic from downtown and as of now, the light only flashes at  night.     Tallis Boyd  4821 Killarney  How are the potential traffic increases considered in relation to the playground in the area? It’s a  very busy playground and there is only a rope as a barrier and that’s concerning with the level of  traffic already present.    Chair Pockl closed the public comment portion at 8:07pm.     Staff responded that other auto dealers have had signs that notice folks to drive away from the local  neighborhood, that could be an option.   Folks can work with staff or the local towing company to make sure parking doesn’t happen on the  no parking roads. Illegal parking is not the responsibility of the previous or future owner of the 650  Ottawa property.   The applicant can address the tree question, it seems some of the wooded area on the property are  scheduled to be removed. Just beyond is railroad property and an elevation change so hopefully  those things will continue to aid in a natural buffer.   The applicant addressed the use of gates over the driveway to indicate private property.  City staff has discussed a flashing yellow light with MNDOT and they’re not interested and MNDOT  controls the road.   How traffic impacts the park is quantitative, not who is in the area and users of the playground  versus cars. It’s a City owned park and if there are considerations to be made about the barrier  between the park and road, that should be brought up with Parks and Rec staff.   103 City of Golden Valley    Planning Commission Regular Meeting  October 24, 2022 – 6:30 pm       8  Generally, when a private resident wants to remove a tree, the City doesn’t usually have a lot of say.  If there’s a re‐development property, there’s a formula for understanding the amount of removal  allowed and what triggers mitigation. Different types of development may also require a certain type  of mitigation to use as a buffer. The City forester and staff analyze and make recommendations  based on each site. There are securities in place to ensure success for at least one growing season as  well.   The applicant responded that the tree removal is spread out through the property, and they will be  replaced across the property to create a buffer. There is a removal plan but there is also a  replacement plan; the plan designates species types and the applicant will not be requesting a  variance.     Zimmerman reminded the group that if they’re going to create conditions for the approval, they  need to be targeted to potential problems because of use.     Chair Pockl noted her concern with potential traffic and noted the number of residents expressing  concern. Brookins echoed this statement and added the neighborhood continues to be impacted by  the businesses in that area. Adding that the ability to offload vehicles onsite is refreshing compared  to other car dealerships. The traffic impact caused by this dealership is nothing compared to the  beach or Room and Board. Ruby added that traffic in general in that area is a concern but he doesn’t  believe the dealership is the catalyst for increased traffic concerns. Johnson agreed with the other  members and assured residents the group hears the comments and concerns with traffic. That said,  Planning Commission can make official note of that concern and present it to City Council.     MOTION made by Commissioner Johnson and seconded by Commissioner Segelbaum to recommend  approval of Conditional Use Permit No. 174 to allow for Automobile Sales subject to the previously  listed 3 conditions and to add:   4. the applicant take measures directing test drivers away from the northern neighborhood.   Commissioners added the suggestion to address neighborhood traffic concerns with City Council.   Motion carried    7. Council Liaison Report  Councilmember La Mere‐Anderson     8. Other Business  None.    9. Adjournment  MOTION by Commissioner Segelbaum to adjourn, seconded by Commissioner Brookins and  approved unanimously. Meeting adjourned at 8:56pm.                                                                                                        ________________________________      ________________________________                   Andy Johnson, Secretary        Amie Kolesar, Planning Assistant  104 Golden Valley Speaks Published Comments for October 24, 2022 Planning Commission Meeting Conditional Use Permit - Automobile Sales - 650 Ottawa Ave N P. Moyer ∙ Oct 22, 2022 ∙ 9:57am Will any part of the property, including the parking areas, be fenced, gated or posted to prevent unauthorized access/use? Address: City: Golden Valley Zipcode: 55422 P. Moyer ∙ Oct 22, 2022 ∙ 9:52am What visibility and signage efforts will take place on the property to advertise its existence? Address: City: Golden Valley Zipcode: 55422 P. Moyer ∙ Oct 22, 2022 ∙ 9:50am Will the applicant be seeking, or will the City be accommodating, any changes to existing on-street parking rules on Schaper Road, Ottawa Avenue, or anywhere else in this 'No Oulet" road network? Address: City: Golden Valley Zipcode: 55422 P. Moyer ∙ Oct 22, 2022 ∙ 9:46am The applicant's plan calls for 242 parking spaces: more than triple the size of parking lots currently on the property. Runoff is a concern. Will the applicant commit to excluding salting from winter parking lot maintenance? The property is in the Bassett Creek Watershed. Address: City: Golden Valley Zipcode: 55422 P. Moyer ∙ Oct 22, 2022 ∙ 9:38am More information on lighting is needed. Because the property abuts a residential neighborhood and nature park, commercial light pollution is a concern. Same issue for noise which doesn't know when it crosses from a commercial zone into a residential one. Address: City: Golden Valley Zipcode: 55422 P. Moyer ∙ Oct 22, 2022 ∙ 9:36am The property is adjacent to a nature area and public park. CUP Narrative Sheet C1.5 shows 40 mature trees on the property. How many will be culled during redevelopment and what is the applicant's plan to replace them? Address: City: Golden Valley Zipcode: 55422 P. Moyer ∙ Oct 22, 2022 ∙ 9:35am Other than seeking to re-zone from industrial to commercial use, will the applicant be seeking other variances? If so, what are they? Address: City: Golden Valley Zipcode: 55422 105 Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC. 1 DATE October 24, 2022 TO Jason Zimmerman – City of Golden Valley CC Jon Hauser – Drake Real Estate Services FROM Tom Meyer – Landform Professional Services RE 650 Ottawa Ave. N. CUP – Response to Public Comments The following is a response to public comments that were received regarding the Conditional Use Permit application for 650 Ottawa Ave. N.: Will any part of the property, including the parking areas, be fenced, gated or posted to prevent unauthorized access/use? The proposed plans include gates at the two driveway entrances into the site. Full perimeter fencing is not proposed at this time. What visibility and signage efforts will take place on the property to advertise its existence? While final signage design has not been completed, a monument sign and wall signage meeting the requirements of the zoning district will be proposed for the site. Will the applicant be seeking, or will the City be accommodating, any changes to existing on-street parking rules on Schaper Road, Ottawa Avenue, or anywhere else in this 'No Oulet" road network? The applicant has no intention of requesting changes to any existing on-street parking rules. The applicant's plan calls for 242 parking spaces: more than triple the size of parking lots currently on the property. Runoff is a concern. Will the applicant commit to excluding salting from winter parking lot maintenance? The property is in the Bassett Creek Watershed. We will meet all chloride management requirements of the City of Golden Valley as well as Bassett Creek Watershed. Excluding all salting is a difficult commitment for the harsh winter environment in Minnesota and a facility that serves the public. More information on lighting is needed. Because the property abuts a residential neighborhood and nature park, commercial light pollution is a concern. Same issue for noise which doesn't know when it crosses from a commercial zone into a residential one. A site photometrics plan was submitted with the CUP application. We will work with the city to ensure that all lighting is in compliance with the zoning district requirements. In addition, we acknowledge and accept the condition of the CUP that all outdoor lighting shall be extinguished or reduced by at least 50% beginning one hour after close of business and continuing until dawn or start of business, whichever is sooner. The property is adjacent to a nature area and public park. CUP Narrative Sheet C1.5 shows 40 mature trees on the property. How many will be culled during redevelopment and what is the applicant's plan to replace them? 45 existing trees meet the city’s standards for significant trees. 44 of these trees will be removed and replaced as part of the site redevelopment. A landscape plan was submitted with the CUP application that includes the proposed replacement of the trees that will be removed. We will continue to work with the city to ensure the replacement plan meets the minimum requirements of the city’s zoning code. MEMO 106 Memo 2 Other than seeking to re-zone from industrial to commercial use, will the applicant be seeking other variances? If so, what are they? There are no additional variances we are seeking. Point of clarification, we are not seeking to re-zone the property. The current application would allow for the auto sales in the current zoning district as a conditional use. 107 Narrative Conditional Use Permit Prepared for: Drake Real Estate Services August 26, 2022 SUBMITTED TO City of Golden Valley 7800 Golden Valley Road Golden Valley, MN 55427 PREPARED BY Landform Professional Services, LLC 105 5th Ave S, Suite 513 Minneapolis, MN 55401 Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC 108 TABLE OF CONTENTS Introduction .................................................................................................................................................. 1 Conditional Use Permit ................................................................................................................................. 1 Summary ....................................................................................................................................................... 2 Contact Information ...................................................................................................................................... 3 109 Golden Valley Dealership, Golden Valley, MN August 26, 2022 DRS22001 1 Introduction On behalf of Drake Motor Partners GV LLC, Landform is pleased to submit this application for conditional use permit approval to allow demolition of the existing building and construction of a new electric auto dealership at 650 Ottawa Avenue N. Our redevelopment plan includes demolition of the existing building to allow for construction of a new building to house the operations for an auto sales and showroom business. In addition to the new building, various site improvements will be constructed including new accesses, a new parking lot with landscaped islands, new sidewalk connections, aboveground and below ground stormwater management basins, a retaining wall and landscaping. We are excited about the improvements proposed for this site. Conditional Use Permit We are requesting City approval for a conditional use permit to allow an auto sales and showroom business in the Industrial Zoning District. We have reviewed the request in accordance with City ordinance standards in Section 113-30 and find that the ordinance standards have been met. Specifically: 1. Demonstrated need for the proposed use. The electric auto sales and showroom is needed in this area. There is currently not a dealership in the northwest area of the Twin Cities. The applicant worked with planning staff on several different locations within Golden Valley and this location was determined to be the best fit. 2. Consistency with the Comprehensive Plan of the City. The proposed use is an allowed conditional use within the Industrial Zoning District which is consistent with the Industrial future land use designation. This is a redevelopment project which is encouraged within the comprehensive plan as the primary means of growth for the City of Golden Valley and it identified as goal #4 within the land use chapter of the Comprehensive Plan. 3. Effect upon property values in the neighboring area. The proposed use and redevelopment of the property will not have a negative effect on the property values in the neighboring area and the redevelopment will likely have a positive effect on the neighboring area with the investment that is put into redeveloping the property. 4. Effect of any anticipated traffic generation upon the current traffic flow and congestion in the area. The anticipated traffic generation for the proposed use is not expected to have a negative effect on the current traffic flow and congestion in the area. The traffic to and from the dealership is largely by appointment only which reduces any peak traffic times at the dealership. 5. Effect of any increases in population and density upon surrounding land uses. 110 Golden Valley Dealership, Golden Valley, MN August 26, 2022 DRS22001 2 The proposed use does not include housing and will not contribute to population growth or density upon surrounding land uses. 6. Compliance with the City's Mixed-Income Housing Policy (if applicable to the proposed use). Not applicable to the proposed use. 7. Increase in noise levels to be caused by the proposed use. The proposed use will not cause any increases in the noise levels in the area. All services for the vehicles will be performed indoors. This facility will only sell and service electric vehicles which do not use carburetor engines or exhaust systems (electric vehicles are mostly silent). 8. Any odors, dust, smoke, gas, or vibration to be caused by the proposed use. The proposed use will not include any operations that will cause any odors, dust, smoke, gas or vibrations to be present on the site. This facility will only sell and service electric vehicles which do not use oil, gas and do not produce emissions. 9. Any increase in pests, including flies, rats, or other animals or vermin in the area to be caused by the proposed use. The proposed use will not contribute to any increase in pests of any kind in the area. 10. Visual appearance of any proposed structure or use. The proposed structure is shown on the submitted color building elevations which depict a modern building comprised on glass, tilt-up concrete panels, wall tile, metal panels and metal accents. The building will be energy efficient by maximizing the use of sunlight for heat and light. 11. Any other effect upon the general public health, safety, and welfare of the City and its residents. It is not anticipated that the proposed use will have any negative effects on the general public health, safety and welfare of the City and its residents. Summary We respectfully request approval of the Conditional Use Permit to allow demolition of the existing building at 650 Ottawa Avenue N. and the construction of a new electric auto sales dealership on the site. We anticipate the application will be heard at the Planning Commission on September 26th with the final action by the City Council on October 17th. 111 Golden Valley Dealership, Golden Valley, MN August 26, 2022 DRS22001 3 Contact Information This document was prepared by: Kevin Shay Landform 105 South Fifth Avenue, Suite 513 Minneapolis, MN 55401 Any additional questions regarding this application can be directed to Tom Meyer at tmeyer@landform.net or 612.638.0241. 112 GOLDEN VALLEY, MN SILT FENCE SYMBOL DESCRIPTION REVISED AREA (THIS ISSUE) REVISION - ADDENDUM, BULLETIN, ETC. NOTE REFERENCE LARGE SHEET DETAIL COORDINATE POINT PARKING STALL COUNT DESCRIPTIONSYMBOL ELECTRIC AUTO SALES & SERVICE GOLDEN VALLEY, MINNESOTA MODULAR RETAINING WALL FIELDSTONE RETAINING WALL NEW CATV UNDERGROUND CABLE/TV EXISTING DESCRIPTION DESCRIPTION STORM SEWER WATERMAIN FORCE MAIN SANITARY SEWER-WASTE ROOF DRAIN SYSTEM GAS LINE-UNDERGROUND FIRE LINE (IF SEPARATE) FIRE DEPT. CONNECTION SOIL SUBDRAIN TELEPHONE-UNDERGROUND ELECTRIC-UNDERGROUND LAWN SPRINKLER SLEEVE > > >> RIPRAP >> FM STS RD GATE VALVE WTR SAN BLDG. FIRE GAS HYD TELE ELEC X"SSD LSS C.O. MAJOR CONTOUR BUILDING SPOT ELEVATION 120 CONCRETE SLOPE DIRECTION CONCRETE CURB GUARD RAIL FENCING CONCRETE RETAINING WALL HEIGHT, TYPE POWER POLE LIGHT STANDARD EXIT LOCATION UNDERGROUND STRUCTURE EDGE OF PAVEMENT BOLLARD CANOPY/OVERHANG BIT. EDGE FES CATCH BASIN MANHOLE DESCRIPTIONSHEET NO. CIVIL & LANDSCAPE TITLE SHEET EXISTING CONDITIONS OVERALL DEMOLITION PLAN NORTH DEMOLITION PLAN SOUTH DEMOLITION PLAN TREE PRESERVATION PLAN OVERALL SITE PLAN NORTH SITE PLAN SOUTH SITE PLAN OVERALL GRADING, DRAINAGE, PAVING & EROSION CONTROL PLAN NORTH GRADING, DRAINAGE, PAVING & EROSION CONTROL PLAN CENTRAL GRADING, DRAINAGE, PAVING & EROSION CONTROL PLAN SOUTH GRADING, DRAINAGE, PAVING & EROSION CONTROL PLAN SWPPP NOTES OVERALL UTILITY PLAN NORTH STORM SEWER PLAN SOUTH STORM SEWER PLAN NORTH WATER & SANITARY PLAN SOUTH WATER & SANITARY PLAN CIVIL CONSTRUCTION DETAILS CIVIL CONSTRUCTION DETAILS CIVIL CONSTRUCTION DETAILS CIVIL CONSTRUCTION DETAILS LANDSCAPE PLAN ENLARGED LANDSCAPE PLAN PHOTOMETRICS PLAN LANDSCAPE DETAILS AREA LOCATION MAP ABBREVIATIONS SYMBOLS EROSION CONTROL SYMBOLS DRAWING SYMBOLS CERTIFICATIONS CIVIL / LANDSCAPE SHEET INDEX & REVISION MATRIX OWNER n n n LEGAL DESCRIPTION BENCHMARK INLET PROTECTION LANDSCAPING GRAVEL FLAG POLE > >> POWERPOLE GUARD POST GAS METER TREES TRAFFIC SIGN WATER MAIN SANITARY SEWER LINE STORM SEWER LINE OVERHEAD ELECTRIC MAJOR CONTOUR SPOT ELEVATION CONCRETE BUILDING CANOPY / OVERHANG 120 GM 12"STS 8"SAN LT FENCING CONCRETE CURB RETAINING WALL OE MANHOLE WATER VALVE FIRE HYDRANT FLARED END SECTION CATCH BASIN 6"WTR XX HEIGHT, TYPE 1 NOTE NUMBER GUY WIRE IRON MONUMENT FOUND WATER SHUT-OFF VALVE l l MEASURED DISTANCE DISTANCE PER RECORDED PLAT UNDERGROUND TELEPHONEUT UNDERGROUND ELECTRICUE GAS LINEG PAVING BLOCK PAVING BLOCK SET 1/2" X 14" IRON PIPE TRANSFORMER TREE LINE MB MAILBOX SURVEY DISK (BENCHMARK) WSO BITUMINOUS C0.1 C1.1 C1.2 C1.3 C1.4 C1.5 C2.1 C2.2 C2.3 C3.1 C3.2 C3.3 C3.4 C3.5 C4.1 C4.2 C4.3 C4.4 C4.5 C7.1 C7.2 C7.3 C7.4 L2.1 L2.2 L4.1 L7.1 C21 C7.3 1 12 2 PROJECT BENCHMARK: IN GOLDEN VALLEY, 1.1 MILES EAST ALONG TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 100, AT TRUNK HIGHWAY 55 MILEPOINT 187.75, 72.0 FEET NORTH OF WESTBOUND 55, 10.5 FEET NORTH OF A BIKE TRAIL, 300.0 FEET EAST OF WIRTH PARKWAY, 54.0 FEET NORTHEAST OF A BEGIN SHOULDER SIGN, 2.0 FEET SOUTH OF A WITNESS POST. ELEVATION = 834.81 (NAVD 88) SITE BENCHMARK: TBD ELEVATION = XX (NAVD 88) SOIL BORING B-X 123.45 %1.00 THAT PART OF THE NORTHWEST QUARTER OF SECTION 19, TOWNSHIP 29, RANGE 24, DESCRIBED AS FOLLOWS: COMMENCING AT A POINT IN THE EAST LINE OF SAID NORTHWEST QUARTER 303 FEET NORTH OF THE SOUTHEAST CORNER THEREOF; THENCE WEST PARALLEL WITH THE SOUTH LINE OF SAID QUARTER 100 FEET; THENCE NORTH PARALLEL WITH THE EAST LINE OF SAID QUARTER 32 FEET; THENCE WEST PARALLEL WITH THE SOUTH LINE OF SAID QUARTER 210 FEET; THENCE NORTH PARALLEL WITH THE EAST LINE OF SAID QUARTER 720.71 FEET, MORE OR LESS, TO THE SOUTH LINE OF THE RIGHT OF WAY OF THE MINNESOTA WESTERN RAILWAY CO.; THENCE EAST ALONG SAID SOUTH LINE TO THE EAST LINE OF SAID QUARTER; THENCE SOUTH ALONG SAID EAST LINE 752 FEET TO THE POINT OF BEGINNING. HENNEPIN COUNTY, MINNESOTA 234.5 LIGHT POLE 3 MINOR CONTOUR123MINOR CONTOUR123 LANDFORM 105 SOUTH FIFTH AVENUE, SUITE 513 MINNEAPOLIS, MN 55401 TEL 612-252-9070 CONTACT: TOM MEYER PROJECT CONTACTS CIVIL ENGINEER NAMA PARTNERS 6140 GREENWOOD PLAZA BOULEVARD, SUITE 100 GREENWOOD VILLAGE, CO 80111 TEL 720-289-0001 CONTACT: MIKE BRETTMANN ARCHITECT LANDFORM SURVEYOR LANDFORM 08.26.22X X X X X X X X SHEETS ISSUED BY DATE COMPOST/BIO LOG)))))))))))))))))))) D Angle &And @ At 100 YR.100 Year Flood Elevation A.B.Anchor Bolt A.D.Area Drain A/C Air Conditioning Unit ADD.Addendum ADDL.Additional ADJ.Adjacent / Adjust AHU Air Handling Unit ALT.Alternate ALUM.Aluminum ANOD.Anodized APPROX.Approximate ARCH Architect / Architectural AUTO.Automatic AVG.Average B.C.Back of Curb B/W Bottom of Wall BFE Basement Floor Elevation BIT Bituminous (Asphaltic) BLDG Building BM Benchmark BSMT.Basement C.F.Cubic Feet C.F.S.Cubic Feet Per Second C.G.Corner Guard C.J.Control Joint C.L.Centerline C.M.U.Concrete Masonry Unit C.O.Cleanout C.O.E.U.S. Army Corps Of Engineers C.Y.Cubic Yards CB Catch Basin CBMH Catch Basin Manhole CEM.Cement CIP Cast Iron Pipe CMP Corrugated Metal Pipe CONC.Concrete (Portland) CONN.Connection CONST.Construction CONT.Continuous CONTR.Contractor COP.Copper CU.Cubic D.S.Down Spout DEG.Degree DEMO.Demolition / Demolish DEPT.Department DET.Detail DIA.Diameter DIAG.Diagonal DIM.Dimension DIP Ductile Iron Pipe DN Down DWG.Drawing E.East E.J.Expansion Joint E.O.Emergency Overflow E.O.S.Emergency Overflow Swale E.W.Each Way EA.Each EL.Elevation ELEC.Electrical ELEV.Elevation EMER.Emergency ENGR.Engineer ENTR.Entrance EQ.Equal EQUIP.Equipment EQUIV.Equivalent EXIST.Existing EXP.Expansion F & I Furnish and Install F.B.O.Furnished by Others F.C.Face of Curb F.D.Floor Drain F.D.C.Fire Department Connection F.V.Field Verify FB Full Basement FBWO Full Basement Walk Out FBLO Full Basement Look Out FDN.Foundation FES Flared End Section FFE Finished Floor Elevation FLR.Floor FT. OR (')Foot FUT.Future G.B.Grade Break G.C.General Contractor GAL.Gallon GALV.Galvanized GFE Garage Floor Elevation GL.Glass GR.Grade H.Height H.P.High Point HDPEP High Density Polyethylene Pipe HGT.Height HORIZ.Horizontal HVAC Heating, Ventilation, Air Conditioning HYD Hydrant I.D.Inside Dimension OR Identification I.E. or IE Invert Elevation IN. OR (")Inches INFO.Information INL.Inlet Elevation INSUL.Insulation INV.Invert Elevation JT.Joint L.F.Linear Feet L.P.Low Point / Liquid Petroleum LB.Pound LGU Local Government Unit LB.Pound LB.Longitudinal LT.Light / Lighting MAINT.Maintenance MAS.Masonry MATL.Material MAX.Maximum MECH Mechanical MED.Medium MFR.Manufacturer MH Manhole MIN.Minimum / Minute MISC.Miscellaneous MNDOT Minnesota Department Of Transportation MOD.Module / Modular MUL.Mullion N.North N.I.C.Not In Contract NO. OR #Number NOM Nominal NTS Not to Scale NWE Normal Water Elevation NWL Normal Water Level O.F.On Center O.G.Outside Dimension O.H.Overhead Electric OH.Overhead OHWL Ordinary High Water Level OPNG.Opening ORIG.Original P.C.Point of Curvature P.I.Point of Intersection PIV Post Indicator Valve P.L. OR P/L Property Line P.O.B.Point of Beginning P.S.F.Pounds Per Square Foot P.S.I.Pounds Per Square Inch P.T.Point of Tangency P.V.C.Point of Vertical Curvature P.V.I.Point of Vertical Intersection P.V.T.Point of Vertical Tangency PE Polyethylene PED.Pedestal / Pedestrian PERF.Perforated PREP.Preparation PROJ.Project PROP.Proposed PVC Poly-Vinyl-Chloride (Piping) PVMT.Pavement QTR.Quarter QTY.Quantity R Radius RAD.Radius RE Rim Elevation (Casting) R.D.Roof Drain R.E.Remove Existing R.O.Rough Opening R.P.Radius Point RC Reinforced Concrete Pipe R.S.Rough Slab RSD Roof Storm Drain RE.Regarding REINF.Reinforced REQ'D Required REV.Revision / Revised RGU Regulatory Government Unit ROW OR R/W Right of Way S.South S.F.Square Feet SAN.Sanitary Sewer SECT.Section SE Split Entry /Side Exit SEWO Split Entry Walk Out /Side Exit Walk Out SHT.Sheet SIM.Similar SLNT.Sealant SPEC.Specification SQ.Square SSD Subsurface drain STMH Storm Sewer Manhole STD.Standard STRUCT.Structural SYM.Symmetrical T Thickness T/R Top of Rim T/W Top of Wall TEMP.Temporary THK.Thick / Thickness T.J.Tooled Joint TNH Top Nut Hydrant TYP.Typical U.N.O.Unless Noted Otherwise V.B.Vapor Barrier V.C.Vertical Curve V.I.F.Verify In Field VER.Verify VER.Vertical VEST.Vestibule W Width W.PT.Working Point W.W.F.Welded Wire Fabric W/With W/O Without WO Walk Out VER.Wetland WP Waterproof WETL.Weight YD.Yard YR.Year UNDERGROUND FIBER OPTICFO EROSION CONTROL BLANKET PROJECT NUMBER: DRS22001 DRAWING TITLE ISSUE / REVISION ELECTRIC AUTO SALES & SERVICE 650 OTTOWA AVE. N. GOLDEN VALLEY, MN 55422 ©DENVER, CO 80209 www.drakeres.com Tel. 303.825.6200 496 S. BROADWAY DRAKE MOTOR PARTNERS VANCOUVER, LLC AUG. 26, 2022 CITY SUBMITTAL SHEET NUMBER 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. CIVIL & LANDSCAPE TITLE SHEET NORTH NO SCALE SITESWEENEY LAKEDRAKE REAL ESTATE SERVICES 496 S. BROADWAY DENVER, CO, 80209 TEL (303) 825-6200 CONTACT: JON HAUSER 105 SOUTH FIFTH AVENUE, SUITE 513 MINNEAPOLIS, MN 55401 TEL 612-252-9070 CONTACT: LARRY HUHN 105 SOUTH FIFTH AVENUE, SUITE 513 MINNEAPOLIS, MN 55401 TEL 612-252-9070 CONTACT: JOSH POPEHN LANDSCAPE ARCHITECT I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. THIS CERTIFICATION IS FOR SHEET NUMBERS BEGINNING WITH "C". THOMAS O. MEYER, P.E. LICENSE NUMBER:DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. THIS CERTIFICATION IS FOR SHEET NUMBERS BEGINNING WITH "L". JOSH POPEHN, RLA LICENSE NUMBER:DATE: 42016 44803 X X X X X XOTTOWA AVE N.GOLD E N V A L L E Y R D HIGHWAY 55 HIGHWAY 55 WINNETKA AVE N.WINNETKA AVE N.GLENWOOD AVE GLENWOOD AVE THEODORE W IRTH PKWYTHEODORE WIRTH PKWY55 55 394 394 100 100 C0.1 X X X X X X X X X X X X X 113 100.00210.00405.00530.0037.00INV=843.20 TBX HH INV=843.23 GM EBX CO CO 842.0 TBX CB RE=840.11 INV=836.91 (12" RCP -W) CBMH RE=839.89 INV=836.62 (12" RCP -N,E) CBMH (PER PLAN) RE=839.41 INV=836.32 (12" RCP -N) CBMH (PER PLAN) RE=839.38 INV=836.18 (12" RCP -S, NW) CBMH RE=837.86 INV=834.93 (12" RCP -W) INV=834.99 (12" RCP -N) CB RE=837.85 INV=835.97 (12" RCP -E) H YDHYD 848.1 ST STMH RE=838.59 INV=835.09 (12" RCP -S) INV=835.09 (15" RCP -N) SS SSMH RE=839.34 INV=833.22 (8" -S) W H YDHYD 839.6 H YDHYD 840.5 SS SSMH RE=844.89 INV=831.72 (8" -N,S) SSSSMH RE=840.14 INV=832.24 (8" -N,S) EXISTING BUILDING STATES MANUFACTURING CORPORATION 650 OTTOWA AVE. N, GOLDEN VALLEY, MN 55422 PID: 19029240010 EXISTING BUILDING BOISCLAIR CORPORATION 610 OTTOWA AVE. N, GOLDEN VALLEY, MN 55422 PID: 1902924240008 - BITUMINOUS - - BITUMINOUS - - BITUMINOUS - - BITUMINOUS - - BITUMINOUS - - BITUMINOUS - ET ET ABOVE GROUND TANK - GRAVEL - - GRAVEL - 48" CMP PIPE OUTLET INV= 831.49 48" CMP PIPE INLET INV= 833.00 8" DIP4 " P V C ( P E R P L A N )4" PVC (PER PLAN)8" CIPABANDONED SANITARY SERVICE (PER PLAN) 2" PVC (PER PLAN)8" CIP8" CIP8" DIP8" DIPBURRIED/UNDERWATER 15" RCP PIPE OUTLET INV= 833.24 15" R C P GATE TIMBER RETAINING WALL ROOM & BOARD, INC. 4600 OLSON MEMORIAL HWY, GOLDEN VALLEY, MN 55422 PID: 1902924130038 SCHAPER PARK - CITY OF GOLDEN VALLEY 631 OTTAWA AVE N, GOLDEN VALLEY, MN 55422 PID: 1902924240023 613 INVESTMENTS LLC & CEDAR BOX PROPERTIES LLC 4800 OLSON MEMORIAL HIGHWAY, GOLDEN VALLEY, MN 55422 PID: 1902924240027 4" PVC (PER PLAN) - GRAVEL - ST STMH RE=841.50 INV=834.97 (15" RCP -S, NE) 107.079.0228.43.0149.040.080.720.797.01.02.02.0 14.02.02.095.0 20.776.0 10.08.0 10.07.3 164.31.3 10.31.3 UNION PACIFIC RAILROAD PID: 1902924240022 BECKER HILL LLC 4700 OLSON MEMORIAL HIGHWAY, GOLDEN VALLEY, MN 55422 PID: 1902924240011 E LINE OF THE NE 1/4 SEC. 19, T 29, R24.S LINE MINNESOTA WESTERN RAILWAY DOC. NO. 737322) 30.00 280.00 30.00 180.00 COMMUNICATIONS EASEMENT PER DOC. NO. 5340535 COMMUNICATIONS EASEMENT PER DOC. NO. 5340535 ROADWAY EASEMENT PER DOC. NO. 3133845 PROJECT NUMBER: DRS22001 DRAWING TITLE ISSUE / REVISION ELECTRIC AUTO SALES & SERVICE 650 OTTOWA AVE. N. GOLDEN VALLEY, MN 55422 ©DENVER, CO 80209 www.drakeres.com Tel. 303.825.6200 496 S. BROADWAY DRAKE MOTOR PARTNERS VANCOUVER, LLC AUG. 26, 2022 CITY SUBMITTAL SHEET NUMBER I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Tom O. Meyer License No:Date: 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. NORTH 0 50 100 Geotechnical boring locations are approximate and are based on information provided in the preliminary boring logs prepared by American Engineering Testing, Albertville, Minnesota, on August, 18, 2022. 1. EXISTING CONDITIONS EXISTING CONDITIONS C1.1 Background information shown is from survey by Landform, Minneapolis, MN, on July 19, 2022, expressly for this project; City of Golden Valley, Minnesota record drawings; and utility service providers. Landform offers no warranty, expressed or written, for information provided by others. Existing project conditions shall be verified prior to beginning construction. Errors, inconsistencies, or omissions discovered shall be reported to the Engineer IMMEDIATELY. 2. 114 100.00210.00405.00530.0037.00BL 841.9 HCSGN 839.1 TBX BL 844.4 BL 847.9 BL 848.9 ET 842.3 UGG 840.6 UGG 841.0 UGG 841.9 UGG 842.1 TBX INV=833.00TP 48IN STEEL 836.95 TP 48IN STEEL 835.36 INV=831.49 RWE WOOD 852.4 RWE WOOD 852.3 RWE WOOD 853.3RWB WOOD 851.5 RWT WOOD 853.2 RWT WOOD 857.4 RWB WOOD 851.9 RWB WOOD 851.9 RWT WOOD 857.1 RE RE=840.11 INV=836.91RE RE=839.89 INV=836.62INV=836.62 RE RE=839.41 RE RE=839.38 RE RE=837.86 INV=834.93INV=835.97RE RE=837.85 INV=835.09 SGN X WALK 838.6 SS TEE 839.4 SS 839.3 EXISTING BUILDING STATES MANUFACTURING CORPORATION 650 OTTOWA AVE. N, GOLDEN VALLEY, MN 55422 PID: 19029240010 EXISTING BUILDING BOISCLAIR CORPORATION 610 OTTOWA AVE. N, GOLDEN VALLEY, MN 55422 PID: 1902924240008 ET ET ABOVE GROUND TANK 48" CMP PIPE OUTLET INV= 831.49 48" CMP PIPE INLET INV= 833.00 8" DIP4" P V C ( P E R P L A N )4" PVC (PER PLAN)8" CIPABANDONED SANITARY SERVICE (PER PLAN) 2" PVC (PER PLAN)8" CIP8" CIP8" DIP8" DIPBURRIED/UNDERWATER 15" RCP PIPE OUTLET INV= 833.24 15" R C P - BITUMINOUS - - BITUMINOUS - - BITUMINOUS - - BITUMINOUS - - BITUMINOUS - - BITUMINOUS - - GRAVEL - GATE TIMBER RETAINING WALL ROOM & BOARD, INC. 4600 OLSON MEMORIAL HWY, GOLDEN VALLEY, MN 55422 PID: 1902924130038 SCHAPER PARK - CITY OF GOLDEN VALLEY 631 OTTAWA AVE N, GOLDEN VALLEY, MN 55422 PID: 1902924240023 613 INVESTMENTS LLC & CEDAR BOX PROPERTIES LLC 4800 OLSON MEMORIAL HIGHWAY, GOLDEN VALLEY, MN 55422 PID: 1902924240027 4" PVC (PER PLAN) - GRAVEL - - GRAVEL - INV=833.24TP 15IN RCP 834.93 107.079.0228.43.0149.040.080.720.797.01.02.02.0 14.02.02.095.0 20.776.0 10.08.0 10.07.3 164.31.3 10.31.3 UNION PACIFIC RAILROAD PID: 1902924240022 BECKER HILL LLC 4700 OLSON MEMORIAL HIGHWAY, GOLDEN VALLEY, MN 55422 PID: 1902924240011 E LINE OF THE NE 1/4 SEC. 19, T 29, R24.S LINE MINNESOTA WESTERN RAILWAY DOC. NO. 737322) COMMUNICATIONS EASEMENT PER DOC. NO. 5340535 COMMUNICATIONS EASEMENT PER DOC. NO. 5340535 ROADWAY EASEMENT PER DOC. NO. 3133845 1 2 3 4 5 6 7 10 8 13 14 15 17 11 12 9 16 18 19 20 21 22 23 24 26 28 25 27 30 29 31 32 33 34 45 44 43 42 35 41 40 39 37 38 36 PROJECT NUMBER: DRS22001 DRAWING TITLE ISSUE / REVISION ELECTRIC AUTO SALES & SERVICE 650 OTTOWA AVE. N. GOLDEN VALLEY, MN 55422 ©DENVER, CO 80209 www.drakeres.com Tel. 303.825.6200 496 S. BROADWAY DRAKE MOTOR PARTNERS VANCOUVER, LLC AUG. 26, 2022 CITY SUBMITTAL SHEET NUMBER I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Landscape Architect under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Joshua K. Popehn License No:Date: 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. NORTH 0 50 100 TREE PRESERVATION C1.5 :Tree Removal LEGEND SIGNIFICANT TREE SUMMARY City of Golden Valley, MN code (Chap. 111): Up to 30% removals allowed. CITY REQUIREMENTS If replacements are required, begin with the largest trees first. 115 530.0037.00TBX H YDSS 15" R C P - BITUMINOUS - SCHAPER PARK - CITY OF GOLDEN VALLEY 631 OTTAWA AVE N, GOLDEN VALLEY, MN 55422 PID: 1902924240023 - GRAVEL - UNION PACIFIC RAILROAD PID: 1902924240022 S LINE MINNESOTA WESTERN RAILWAY DOC. NO. 737322) 30.00 280.00 35' FRONT BUILDING/PARKING SETBACKPROPOSED BUILDING FFE = 843.25 (50,000 s.f.) 20' SIDE YARD BUILDING SETBACK 20' REAR BUILDING SETBACK10' SIDE YARD PARKING SETBACK 10' REAR PARKING SETBACK7 15 31 32 32 12 23 7 9' (TYP.) 9' (TYP.) 9' (TYP.) 9' (TYP.) 9' (TYP.)9'(TYP.)252'271.1'36' 4 250'20'24'8.5'18.5'24'18.5'18.5'26'18.5'18.5'24'18.5'18.5'24'18.5'14' 5'5'16.7'11.3'17.7'35.5'18' 8 18.5' 24' 230' R3.5'R3.5 'R3.5'9'(TYP.)2 R4' R 4 ' 15'26'R 3 ' R3'R25'R25'R3.5'R 8 'R10'R 3 . 5 ' R10'R 3 . 5 ' R 1 0 'R3.5'R10 'R3.5' R3. 5 'R10'R 1 0 'R3.5'R 3 . 5 ' R10' R 3 . 5 'R3.5'R1 0 ' R3.5'R10' R 1 0 'R3.5'R 3 . 5 ' R3.5' R 1 0 ' R3 . 5 ' R10' 4'15' 35' PROPOSED STOP SIGN & POST 9 R20' 18.5' RETAINING WALL RETAINING WALLRETAINING WALL 4 4 PROJECT NUMBER: DRS22001 DRAWING TITLE ISSUE / REVISION ELECTRIC AUTO SALES & SERVICE 650 OTTOWA AVE. N. GOLDEN VALLEY, MN 55422 ©DENVER, CO 80209 www.drakeres.com Tel. 303.825.6200 496 S. BROADWAY DRAKE MOTOR PARTNERS VANCOUVER, LLC AUG. 26, 2022 CITY SUBMITTAL SHEET NUMBER I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Tom O. Meyer License No:Date: 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. 4 Total Parking Stalls Required 100,000 s.f. Outdoor Display Area = 20 Stalls Required Parking: 20,000 s.f. Indoor Display Area = 20 Stalls One Stall per 1,000 s.f. of Gross Floor Display Area. One Stall per 5,000 s.f. of Outdoor Display Area. 4 238 242 ea. ea. ea.Accessible Stalls Standard Stalls Provided Parking: Total Parking Stalls Provided (9x18.5) (9x18.5) 40 ea. The Property is Zoned Industrial Zone (I) Building Setback Information is as follows: Front Yard = 35 ft. Rear = 20 ft. Side = 20 ft. Parking Setback Information is as follows: Front Yard = 35 ft. Rear = 10 ft. Side =10 ft. Lot Coverage Information is as follows: Lot Area Minimum = N/A Lot Width Minimum = N/A Total Site Area = 204,800 s.f. = 4.70 ac. Impervious Pervious Total 204,800 161,163 43,637 s.f s.f. s.f. Impervious Proposed: Total Pervious Existing: 204,800 95,241 109,559 s.f. s.f. s.f. 4.70 3.70 1.00 4.70 2.18 2.52 Obtain all necessary permits for construction within, or use of, public right-of-way. The digital file, which can be obtained from the Engineer, shall be used for staking. Discrepancies between the drawings and the digital file shall be reported to the Engineer. The building footprint, as shown on these drawings, and the digital file, shall be compared to the structural drawings prior to staking. Building layout angles are parallel with or perpendicular to the property line at the location indicated. Dimensions shown are to face of curb and exterior face of building unless noted otherwise. Delineate parking stalls with a 4-inch wide white painted stripe. Delineate access aisles with 4-inch wide white painted stripes 18 inches on center and at 45 degree angle to direction of travel. Trash / Recycling areas: See Architectural drawings. Transformer pad location. Refer to architectural, mechanical, and electrical plans for details. Reinstall salvaged post, no parking sign, and crosswalk sign. 2. 3. 5. 6. GENERAL NOTES PARKING SUMMARY AREA SUMMARY ZONING AND SETBACK SUMMARY SITE PLAN NOTES For construction staking and surveying services contact Landform at 612.252.9070.1. 100.0% 78.7% 21.3% 100.0% 46.5% 53.5% ac. ac. ac. ac. ac. ac. LEGEND Green Space (Landscape Area) 7 0 ea.Parallel Parking Stalls (9.5x20) 8 9 NORTH 0 30 60 NORTH SITE PLAN C2.2 116 100.00210.00405.00530.00HH SS W H YDH YDSS SS EXISTING BUILDING BOISCLAIR CORPORATION 610 OTTOWA AVE. N, GOLDEN VALLEY, MN 55422 PID: 1902924240008 ET - BITUMINOUS - - BITUMINOUS - - BITUMINOUS - - BITUMINOUS - TIMBER RETAINING WALL ROOM & BOARD, INC. 4600 OLSON MEMORIAL HWY, GOLDEN VALLEY, MN 55422 PID: 1902924130038 SCHAPER PARK - CITY OF GOLDEN VALLEY 631 OTTAWA AVE N, GOLDEN VALLEY, MN 55422 PID: 1902924240023 613 INVESTMENTS LLC & CEDAR BOX PROPERTIES LLC 4800 OLSON MEMORIAL HIGHWAY, GOLDEN VALLEY, MN 55422 PID: 1902924240027 BECKER HILL LLC 4700 OLSON MEMORIAL HIGHWAY, GOLDEN VALLEY, MN 55422 PID: 1902924240011 E LINE OF THE NE 1/4 SEC. 19, T 29, R24.30.00 180.00 COMMUNICATIONS EASEMENT PER DOC. NO. 5340535 COMMUNICATIONS EASEMENT PER DOC. NO. 5340535 ROADWAY EASEMENT PER DOC. NO. 3133845 35' FRONT BUILDING/PARKING SETBACKPROPOSED BUILDING FFE = 843.25 (50,000 s.f.) 20' SIDE YARD BUILDING SETBACK 20' REAR BUILDING SETBACK10' REAR PARKING SETBACK10' SIDE YARD PARKING SETBACK NO PARKING NO PARKING BIOFILTRATION BASIN 2P BOT=838.75 TOP=840.25 HWL=840.59 9' (TYP.) PROPOSED STOP SIGN & POST 44AC 11 16 16 16 23 15 9'(TYP.)9'(TYP.)9'(TYP.)9'(TYP.)28.5'18.5'18.5'24'18.5'18.5'24'18.5'18.5'24'18.5'24'24'26'18.5'12.5'26'11'5'18.5' 14'14'18.5'24'4'24' 36'196.9'252'36' 4 4 250'200' C7.2 7 INTL. SYMBOL OF ACCESS (TYP.) C7.2 7 INTL. SYMBOL OF ACCESS (TYP.)20'24'8.5'14' 5'5'16.7'R25'R2 5 ' R8' R 3 . 5 'R8'R 3 . 5 'R3.5'R 8 ' R 8 'R3.5'R8' R 3 . 5 'R3.5'R 8 'R8'R3 . 5 ' R 3 . 5 'R8'R3.5'R8 ' R 3 . 5 'R8'R8'R3.5'R 3 . 5 'R8'R8'R3.5'R3.5' 15' 5' 9' (TYP.) 9' (TYP.) 15' R4' R 4 'R3.5'R3 5 'R3'R8'R3 ' R8'R8' 4'15' C7.2 4 ACCESSIBLE SIGNAGE (TYP.) C7.2 4 ACCESSIBLE SIGNAGE (TYP.) PROPOSED MONUMENT SIGN (REFER TO ARCHITECTURAL) C7.2 6 PAINTED "NO PARKING" C7.2 6 PAINTED "NO PARKING" RETAINING WALL RETAINING WALL 4 4 9' (TYP.) 5 BIKE RACK (4 MINIMUM) 8'8'18.5'4 4 PROJECT NUMBER: DRS22001 DRAWING TITLE ISSUE / REVISION ELECTRIC AUTO SALES & SERVICE 650 OTTOWA AVE. N. GOLDEN VALLEY, MN 55422 ©DENVER, CO 80209 www.drakeres.com Tel. 303.825.6200 496 S. BROADWAY DRAKE MOTOR PARTNERS VANCOUVER, LLC AUG. 26, 2022 CITY SUBMITTAL SHEET NUMBER I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Tom O. Meyer License No:Date: 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. 4 Total Parking Stalls Required 100,000 s.f. Outdoor Display Area = 20 Stalls Required Parking: 20,000 s.f. Indoor Display Area = 20 Stalls One Stall per 1,000 s.f. of Gross Floor Display Area. One Stall per 5,000 s.f. of Outdoor Display Area. 4 238 242 ea. ea. ea.Accessible Stalls Standard Stalls Provided Parking: Total Parking Stalls Provided (9x18.5) (9x18.5) 40 ea. The Property is Zoned Industrial Zone (I) Building Setback Information is as follows: Front Yard = 35 ft. Rear = 20 ft. Side = 20 ft. Parking Setback Information is as follows: Front Yard = 35 ft. Rear = 10 ft. Side =10 ft. Lot Coverage Information is as follows: Lot Area Minimum = N/A Lot Width Minimum = N/A Total Site Area = 204,800 s.f. = 4.70 ac. Impervious Pervious Total 204,800 161,163 43,637 s.f s.f. s.f. Impervious Proposed: Total Pervious Existing: 204,800 95,241 109,559 s.f. s.f. s.f. 4.70 3.70 1.00 4.70 2.18 2.52 Obtain all necessary permits for construction within, or use of, public right-of-way. The digital file, which can be obtained from the Engineer, shall be used for staking. Discrepancies between the drawings and the digital file shall be reported to the Engineer. The building footprint, as shown on these drawings, and the digital file, shall be compared to the structural drawings prior to staking. Building layout angles are parallel with or perpendicular to the property line at the location indicated. Dimensions shown are to face of curb and exterior face of building unless noted otherwise. Delineate parking stalls with a 4-inch wide white painted stripe. Delineate access aisles with 4-inch wide white painted stripes 18 inches on center and at 45 degree angle to direction of travel. Trash / Recycling areas: See Architectural drawings. Transformer pad location. Refer to architectural, mechanical, and electrical plans for details. Reinstall salvaged post, no parking sign, and crosswalk sign. 2. 3. 5. 6. GENERAL NOTES PARKING SUMMARY AREA SUMMARY ZONING AND SETBACK SUMMARY SITE PLAN NOTES For construction staking and surveying services contact Landform at 612.252.9070.1. 100.0% 78.7% 21.3% 100.0% 46.5% 53.5% ac. ac. ac. ac. ac. ac. LEGEND Green Space (Landscape Area) 7 0 ea.Parallel Parking Stalls (9.5x20) 8 9 NORTH 0 30 60 SOUTH SITE PLAN C2.3 117 SAN>SAN>SAN>ELECELECGASGASCOMMELEC GASCOMM T STS>>STS>>STS >> STS >>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS>>STS>>UNDERGROUND DETENTION TANK 1P 42" SOLID WALL HDPE PIPE INV = 836.00 TOP = 839.50 100-YR HWL = 839.37 PIPE STORAGE = 24,497 CF VOLUME BELOW OUTET WEIR = 13,156 CF HH EXISTING BUILDING BOISCLAIR CORPORATION 610 OTTOWA AVE. N, GOLDEN VALLEY, MN 55422 PID: 1902924240008 ET8" DIP8" CIP2" PVC (PER PLAN)8" CIP8" CIP8" DIP8" DIP15" R C P - BITUMINOUS - - BITUMINOUS - - BITUMINOUS - - BITUMINOUS - TIMBER RETAINING WALL - GRAVEL - COMMUNICATIONS EASEMENT PER DOC. NO. 5340535 COMMUNICATIONS EASEMENT PER DOC. NO. 5340535 ROADWAY EASEMENT PER DOC. NO. 3133845 HH EXISTING BUILDING BOISCLAIR CORPORATION 610 OTTOWA AVE. N, GOLDEN VALLEY, MN 55422 PID: 1902924240008 ET8" DIP8" CIP2" PVC (PER PLAN)8" CIP8" CIP8" DIP8" DIP15" R C P - BITUMINOUS - - BITUMINOUS - - BITUMINOUS - - BITUMINOUS - TIMBER RETAINING WALL - GRAVEL - COMMUNICATIONS EASEMENT PER DOC. NO. 5340535 COMMUNICATIONS EASEMENT PER DOC. NO. 5340535 ROADWAY EASEMENT PER DOC. NO. 3133845 PROPOSED BUILDING FFE = 843.25 (50,000 s.f.) NO PARKING NO PARKING L2.2 1 ENLARGED PLAN NORTH L2.2 2 ENLARGED PLAN SOUTH 14 (TYP) L7.1 2 CONIFEROUS TREE PLANTING (TYP) L7.1 1 DECIDUOUS TREE PLANTING (TYP) 14 (TYP) 14 (TYP) 13 (TYP) 13 (TYP) 13 (TYP) 13(TYP) 13 (TYP) 14 (TYP) 4 (TYP) 4 (TYP) 4(TYP) 4 (TYP) (3) BEND (1) GTSU (1) ACSA (1) ACSA (1) ACSA (1) ACSA (1) GTSU (5) JUVI (1) QUWA (1) ACEA (1) QUCS (1) QUWA (1) ACEA (1) QUCS (1) QUWA (1) ACEA (1) QUCS (1) QUWA (1) ACEA (1) QUCS (1) QUWA (1) ACEA (1) QUCS (1) QUWA (4) PIDE (3) BEND (1) GTSU (1) GTSU (1) GTSU (1) GTSU(1) GTSU(1) GTSU (3) JUVI (6) PIDE DECIDUOUS TREES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND. ACEA 5 Acer rubrum `Armstrong`Armstrong Red Maple 40`H x 15`W 2.5"Cal B & B ACSA 8 Acer saccharum Sugar Cone Sugar Cone Sugar Maple 25`H x 12`W 2.5" Cal.B & B BEND 6 Betula nigra `Dura Heat`Dura Heat River Birch 35`H x 18`W 2.5"Cal B & B QUWA 6 Quercus x warei `Regal Prince`Regal Prince Oak 50`H x 25`W 2.5" Cal.B & B QUCS 5 Quercus `Crimson Spire`Crimson Spire Oak 50`H x 15`W 2.5"Cal B & B EVERGREEN TREES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND. JUVI 8 Juniperus virginiana Eastern Red Cedar 45`H x 20`W 6` Ht.B & B PIDE 10 Picea glauca `Densata`Black Hills Spruce 45`H x 20`W 6` Ht.B & B OVERSTORY TREES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND. GTSU 8 Gleditsia triacanthos `Suncole` TM Suncole Honeylocust 40`H x 25`W 2.5"Cal B & B SHRUBS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER JUCM 21 Juniperus chinensis `Maneyi`Maney Juniper 5`H x 6`W 5 GAL.POT JUWI 9 Juniperus horizontalis `Wiltonii`Blue Rug Juniper 0.5`H x 7`W 3 GAL.POT VINA 40 Viburnum opulus `Nanum`Dwarf European Viburnum 2`H x 3`W 3 GAL.POT GRASSES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER CARB 90 Carex glauca `Blue Zinger`Blue Zinger Sedge 1.5`H x 1.5`W 1 GAL.POT PROJECT NUMBER: DRS22001 DRAWING TITLE ISSUE / REVISION ELECTRIC AUTO SALES & SERVICE 650 OTTOWA AVE. N. GOLDEN VALLEY, MN 55422 ©DENVER, CO 80209 www.drakeres.com Tel. 303.825.6200 496 S. BROADWAY DRAKE MOTOR PARTNERS VANCOUVER, LLC AUG. 26, 2022 CITY SUBMITTAL SHEET NUMBER I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Landscape Architect under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Joshua K. Popehn License No:Date: 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. NORTH 0 50 100 LANDSCAPE PLAN L2.1 Contact Utility Service providers for field location of services 72 hours prior to beginning. Coordinate installation with Contractors performing related work. Seed mixture (CUT LESS Low Growing Turf) as defined by Ramy Turf Products. Seed Mixture (Shallow Rooted BMP Mix) as defined in current BWSR Seed Mix Catalog. Native Seeds shall be of Minnesota origin and certified by the Minnesota Crop Improvement Association (MCIA). Provide verifying documentation to the Owner 30 days minimum prior to installation. Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease, infestation, damage, and disfiguration. All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape. Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard. Spread a minimum of 4 inches of topsoil and seed all turf areas disturbed by construction beyond extents of landscape plan. Follow MNDOT Seeding Manual for planting instructions for establishment of seed mixes and provide coordination for required erosion prevention and sediment control. Edge planting beds with 5-inch, 1 8" thick, black, commercial grade steel edging (Sur-Loc or approved equal) except where adjacent to curbing, walks or buildings. Place plants according to layout with proper nominal spacing. Plants listed on this plant schedule are total quantities for design. For discrepancy between the number of plants on the Schedule and the number shown on the Drawing, the Drawing shall govern. See Details for depth of planting soil. Install a 4-foot diameter triple-shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed. Edging is not required, unless noted otherwise. Install 2 to 3 inch (nominal size) grey trap rock to a depth of 4 inches in all planting beds unless noted otherwise. Landscape fabric shall be installed under all areas of rock mulch. Secure all edges and seams of fabric with 6-inch landscape staples. Irrigation is required. Irrigation shall be designed by irrigation contractor. Contractor shall submit design plan and all shop drawings and system components to Landscape Architect for review, prior to purchase and installation. Contractor shall follow all applicable codes and obtain all necessary permits from local jurisdiction. All plant material shall have a 1-year warranty. The warranty shall begin after the last plant has been installed and the Landscape Architect has approved the installation. Landscape contractor is responsible for replacing any and all plant material that dies during the warranty period. Landscape contractor shall assume all costs to any replacements. All replacements shall be same species and sizes and equal or better vigor as original installation. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. GENERAL NOTES LANDSCAPE NOTES For construction Staking and Surveying services contact Landform at 612.252.9070.1. PLANT SCHEDULE CITY REQUIREMENTS City of Golden Valley Code (Sec 111-8): (1) tree per 50 l.f. of lot perimeter abutting or adjacent to streets, alleys, residential, or regional trails. (1) shrub or perennial per 5 l.f. of lot perimeter abutting or adjacent to streets, alleys, residential, or regional trails. 720 l.f. of perimeter Required Proposed Trees 15 56 Shrubs / Perennials 144 160 Tree replacement:(56) required replacement trees. See sheet C1.5 for calculations. LEGEND Sodded turf Seeded turf with Erosion Control Blanket. Seed with CUT LESS Low Growing Turf (Ramy Turf Products, or approved equal) at rate of 261 pounds per acre. Type MNDOT Category 4N-2S blanket. Seeded turf. Seed with CUT LESS Low Growing Turf (Ramy Turf Products, or approved equal) at rate of 261 pounds per acre. Infiltration Basin seed mix with Erosion Control Blanket. Seed with BWSR Shallow Rooted BMP Mix (or approved equal) at rate of 41.31 pounds per acre. Type MNDOT Category 4N-2S blanket. Rock mulch 4. 13. 14. 118 (9) JUCM (2) ACSA (11) VINA (2) JUWI (21) CARB (9) JUCM (2) ACSA (11) VINA (18) CARB (2) JUWI SANT STS>>STS>>STS>>STS>>STS>>STS8" CIP8" CIP10 (TYP) 14 (TYP) 13 (TYP) 10 (TYP) 14 (TYP) L7.1 4 PERENNIAL PLANTING (TYP) L7.1 3 SHRUB PLANTING (TYP) L7.1 1 DECIDUOUS TREE PLANTING (TYP) DECIDUOUS TREES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND. ACSA 4 Acer saccharum Sugar Cone Sugar Cone Sugar Maple 25`H x 12`W 2.5" Cal.B & B SHRUBS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER JUCM 18 Juniperus chinensis `Maneyi`Maney Juniper 5`H x 6`W 5 GAL.POT JUWI 4 Juniperus horizontalis `Wiltonii`Blue Rug Juniper 0.5`H x 7`W 3 GAL.POT VINA 22 Viburnum opulus `Nanum`Dwarf European Viburnum 2`H x 3`W 3 GAL.POT GRASSES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER CARB 39 Carex glauca `Blue Zinger`Blue Zinger Sedge 1.5`H x 1.5`W 1 GAL.POT (3) JUCM (2) JUWI (12) VINA (34) CARB (17) CARB (3) JUWI (6) VINAGASSTS>>STS >>STS >>STS>>STS>>HH ET 842.3 8" DIP8" DIPHH ET 842.3 8" DIP8" DIP10 (TYP) 14 (TYP) 14 (TYP) SHRUBS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER JUCM 3 Juniperus chinensis `Maneyi`Maney Juniper 5`H x 6`W 5 GAL.POT JUWI 5 Juniperus horizontalis `Wiltonii`Blue Rug Juniper 0.5`H x 7`W 3 GAL.POT VINA 18 Viburnum opulus `Nanum`Dwarf European Viburnum 2`H x 3`W 3 GAL.POT GRASSES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER CARB 51 Carex glauca `Blue Zinger`Blue Zinger Sedge 1.5`H x 1.5`W 1 GAL.POT PROJECT NUMBER: DRS22001 DRAWING TITLE ISSUE / REVISION ELECTRIC AUTO SALES & SERVICE 650 OTTOWA AVE. N. GOLDEN VALLEY, MN 55422 ©DENVER, CO 80209 www.drakeres.com Tel. 303.825.6200 496 S. BROADWAY DRAKE MOTOR PARTNERS VANCOUVER, LLC AUG. 26, 2022 CITY SUBMITTAL SHEET NUMBER I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Landscape Architect under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Joshua K. Popehn License No:Date: 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. NORTH 0 20 40 ENLARGED LANDSCAPE PLAN L2.2 Contact Utility Service providers for field location of services 72 hours prior to beginning. Coordinate installation with Contractors performing related work. Seed mixture (CUT LESS Low Growing Turf) as defined by Ramy Turf Products. Seed Mixture (Shallow Rooted BMP Mix) as defined in current BWSR Seed Mix Catalog. Native Seeds shall be of Minnesota origin and certified by the Minnesota Crop Improvement Association (MCIA). Provide verifying documentation to the Owner 30 days minimum prior to installation. Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease, infestation, damage, and disfiguration. All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape. Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard. Spread a minimum of 4 inches of topsoil and seed/sod all turf areas disturbed by Construction. Follow MNDOT Seeding Manual for planting instructions for establishment of seed mixes and provide coordination for required erosion prevention and sediment control. Edge planting beds with 5-inch, 1 8" thick, black, commercial grade steel edging (Sur-Loc or approved equal) except where adjacent to curbing, walks or buildings. Place plants according to layout with proper nominal spacing. Plants listed on this plant schedule are for this sheet only. See sheet L2.1 for total quantities for design. For discrepancy between the number of plants on the Schedule and the number shown on the Drawing, the Drawing shall govern. See Details for depth of planting soil. Install a 4-foot diameter triple-shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed. Edging is not required, unless noted otherwise. Install 2 to 3 inch (nominal size) grey trap rock to a depth of 4 inches in all planting beds unless noted otherwise. Landscape fabric shall be installed under all areas of rock mulch. Secure all edges and seams of fabric with 6-inch landscape staples. Irrigation is required. Irrigation shall be designed by irrigation contractor. Contractor shall submit design plan and all shop drawings and system components to Landscape Architect for review, prior to purchase and installation. Contractor shall follow all applicable codes and obtain all necessary permits from local jurisdiction. All plant material shall have a 1-year warranty. The warranty shall begin after the last plant has been installed and the Landscape Architect has approved the installation. Landscape contractor is responsible for replacing any and all plant material that dies during the warranty period. Landscape contractor shall assume all costs to any replacements. All replacements shall be same species and sizes and equal or better vigor as original installation. 2. 3. 4. 5. 6. 7. 8. 9. 11. 12. 15. 16. GENERAL NOTES LANDSCAPE NOTES For construction Staking and Surveying services contact Landform at 612.252.9070.1. PLANT SCHEDULE - NORTH LEGEND Sodded turf Seeded turf with Erosion Control Blanket. Seed with CUT LESS Low Growing Turf (Ramy Turf Products, or approved equal) at rate of 261 pounds per acre. Type MNDOT Category 4N-2S blanket. Seeded turf. Seed with CUT LESS Low Growing Turf (Ramy Turf Products, or approved equal) at rate of 261 pounds per acre. Infiltration Basin seed mix with Erosion Control Blanket. Seed with BWSR Shallow Rooted BMP Mix (or approved equal) at rate of 41.31 pounds per acre. Type MNDOT Category 4N-2S blanket. Rock mulch PLANT SCHEDULE - SOUTH ENALRGED PLAN - NORTH1 ENALRGED PLAN - SOUTH2 10. 13. 14. 119 SAN>SAN>SAN>ELECELECGASGASCOMMELEC GASCOMM T STS>>STS>>STS >> STS >>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS>>STS>>TBX HH H YDST WV 839.32 WV 839.34 WV 839.36W WMH 839.78HYD WV 840.62 H YDWV 840.67 EXISTING BUILDING BOISCLAIR CORPORATION 610 OTTOWA AVE. N, GOLDEN VALLEY, MN 55422 PID: 1902924240008 ET8" DIP8" CIP2" PVC (PER PLAN)8" CIP8" CIP8" DIP8" DIPBURRIED/UNDERWATER 15" RCP PIPE OUTLET INV= 833.24 15" R C P - BITUMINOUS - - BITUMINOUS - - BITUMINOUS - - BITUMINOUS - TIMBER RETAINING WALL - GRAVEL - ST TBX HH H YDST WV 839.32 WV 839.34 WV 839.36W WMH 839.78HYD WV 840.62 H YDWV 840.67 EXISTING BUILDING BOISCLAIR CORPORATION 610 OTTOWA AVE. N, GOLDEN VALLEY, MN 55422 PID: 1902924240008 ET8" DIP8" CIP2" PVC (PER PLAN)8" CIP8" CIP8" DIP8" DIPBURRIED/UNDERWATER 15" RCP PIPE OUTLET INV= 833.24 15" R C P - BITUMINOUS - - BITUMINOUS - - BITUMINOUS - - BITUMINOUS - TIMBER RETAINING WALL - GRAVEL - ST PROPOSED BUILDING FFE = 843.25 (50,000 s.f.) NO PARKING NO PARKING W2 MH: 20'-2" W2 MH: 20'-2" W2 MH: 20'-2" W2 MH: 20'-2"W2 MH: 20'-2" W2 MH: 20'-2" W1 MH: 20'-2" W1 MH: 20'-2" W1 MH: 20'-2" W1 MH: 20'-2" W1 MH: 20'-2" W1 MH: 20'-2" W1 MH: 20'-2" W1 MH: 20'-2" W1 MH: 20'-2"W1 MH: 20'-2" W1 MH: 20'-2" W1 MH: 20'-2" W1 MH: 20'-2" W1 MH: 20'-2" W1 MH: 20'-2" W1 MH: 20'-2" W1 MH: 20'-2" W1 MH: 20'-2" W1 MH: 20'-2" B MH: 25' B MH: 25' B MH: 25' A1 MH: 25' A1 MH: 25' A1 MH: 25' A1 MH: 25' A1 MH: 25' A2 MH: 25' A2 MH: 25' A2 MH: 25' C MH: 25' C MH: 25' C MH: 25' D MH: 25' D MH: 25' CALLOUT NAME QUANTITYSYMBOL MOUNTING MODEL HEIGHT T5 B T4 3 POLE MOUNTINGBUG RATING A1 5 POLE LINMORE LL - SL1 - LG - 300WD - 40K - T5 - UNV - G2 - GSB 25'B5-U0-G3 B2-U0-G3 C T3 3 POLE B2-U0-G3 D T2 2 POLE B3-U0-G2 25' 25' 25' LINMORE LL - SL1 - LG - 300WD - 40K - T4 - UNV - G2 - GSB LINMORE LL - SL1 - LG - 300WD - 40K - T3 - UNV - G2 - GSB LINMORE LL - SL1 - LG - 300WD - 40K - T2 - UNV - G2 - GSB W1 WALL 1 19 WALL B1-U0-G1 W2 WALL 2 6 WALL B0-U0-G1 20'-2" 20'-2" LITHONIA ARC 2- P4 - 40K - MVOLT T5-2A2 3 POLE LINMORE LL - SL1 - LG - 300WD - 40K - T5 - UNV - G2 - GSB 25'B5-U0-G3 LITHONIA ARC2 - P3 - 40K - MVOLT PROJECT NUMBER: DRS22001 DRAWING TITLE ISSUE / REVISION ELECTRIC AUTO SALES & SERVICE 650 OTTOWA AVE. N. GOLDEN VALLEY, MN 55422 ©DENVER, CO 80209 www.drakeres.com Tel. 303.825.6200 496 S. BROADWAY DRAKE MOTOR PARTNERS VANCOUVER, LLC AUG. 26, 2022 CITY SUBMITTAL SHEET NUMBER I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Landscape Architect under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Joshua K. Popehn License No:Date: 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. NORTH 0 50 100 PHOTOMETRICS L4.1 NOTES Coordinate with electrical contractor to provide conduits for site lighting. Contractor shall use specified lighting fixtures. Light pole base shall be designed and provided by others. Calculations based on Linmore and Lithonia lighting fixtures. Any substitutions need to meet city code requirements. City code requirements: maxium 0.5 foot candles at property line. Max 30' mounting height. Max 20 foot candles for auto dealership display areas. 1. 2. 3. 4. 5. PHOTOMETRIC SCHEDULE 120 OVERALL FLOOR PLAN1SCALE:116" = 1'-0"230v - 20 AMPS100/230v90-140 PSI @ 5-10 CFMSE720 WASHER SE7XX ELECTRIC DRYER P136(JANITOR/SHOP SINK)F990F990F990E515 & E51755" TV - CEILING MOUNTED W/ 6' POLE - MOUNT 9' AFFE515 & E51755" TV - CEILING MOUNTED W/ 6' POLE - MOUNT 9' AFFF880F880F880G4064' X 6' GRAPHICTESLA SERVICE SIGNM602 E131 COFFEE MAKER E515 & E51855" TV - SURFACE MOUNTED W/ SWING ARM COFFEE BAR F105 F4 0 1 F401F401F401 F105 F4 0 1 F401F401F401 F843BABY CHANGING TABLEP148(FRAMELESS MIRROR) (CUSTOMER FAUCET)P150P149(CUSTOMER SINK)F843BABY CHANGING TABLEP148(FRAMELESS MIRROR) (CUSTOMER FAUCET)P150P149(CUSTOMER SINK)F305F 3 0 5F305 F305F105G4064' X 6' GRAPHIC F105 F4 0 1 F401F401F401 F 1 05 F4 0 1 F401F401F401F700CREDENZA SLIDING DOORF705LATERAL FILING CABINETSF303F303F101F101F303F303F305F 3 0 5F305 F305F105 E580M140M140M140M140M301M301M301M301 F32525.5" HEIGHTM301M301M301M301 F32525.5" HEIGHTM140M140M140M140M301M301M301M301 F32525.5" HEIGHTM301M301M301M301 F32525.5" HEIGHTF303F303F101F101F303F303F101F303F303EYEWASHSTATIONFLS9(FRAMED MIRROR) P117 P127(CUSTOMER SINK) P129(CUSTOMER FAUCET) (FRAMED MIRROR) P117 P127(CUSTOMER SINK) P129(CUSTOMER FAUCET)E110FULL SIZE FRIDGEE120MICROWAVEE131COFFEEMAKERP130BREAKROOM SINKP131BREAKROOMFAUCETF22436" BASE CABINETF22315" BASE CABINETF105 F4 0 1 F401F401F401F1 0 5 F401 F401F401F401 SWITCHGEARTRANSFORMERGANTRYLIFTTABLEESD FLOORMATGROUNDEDESD FLOORMATGROUNDEDVERIFY PWR REQ'SWHEEL BALANCER[JB B1200P]VERIFY PWR REQUIREMENTS 116-175 PSIAIR LINETIRE CHANGER[JB T7700]SE451SE450230 VAC50/60HZ230 VAC50/60HZF711CABINETM2025' DESKF305F711CABINETM2025' DESKF305F711CABINETM2025' DESKF305F853F854F854 F854F854F850 F855F855 M140M140M140M140M301M301M301M301F32525.5" HEIGHTM301M301M301M301F32525.5" HEIGHTF880F 1 05 F4 0 1 F401F401F401F105 F401 F401F401F401F711CABINETM2025' DESKF305F711CABINETM2025' DESKF305F711CABINETM2025' DESKF305F711CABINETM2025' DESKF305F711CABINETM2025' DESKF305F711CABINETM2025' DESKF305F711CABINETM2025' DESKF305F711CABINETM2025' DESKF305F711CABINETM2025' DESKF305F711CABINETM2025' DESKF305F711CABINETM2025' DESKF305F711CABINETM2025' DESKF305TIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACKTIRE RACK(FRAMED MIRROR)P117P127(CUSTOMER SINK)P129(CUSTOMER FAUCET)(FRAMED MIRROR)P117P127(CUSTOMER SINK)P129(CUSTOMER FAUCET)F940F940F940F940F940F940F940F940F940F940F940F940F940F940F940F940F940F940F940F940F940E810VENDING MACHINEFOOD AND DRINKE810VENDING MACHINEFOOD AND DRINKP134(MOP SINK)PALLETJACKM101M101M301M301M301M301F32125" HEIGHTM301M301M301M301F32125" HEIGHTM301M301M301M301F32125" HEIGHTM301M301M301M301F32125" HEIGHTM140M140M140M140M301M301M301M301F32525.5" HEIGHTM301M301M301M301F32525.5" HEIGHTM101 M101M301M301M301M301F32125" HEIGHTM301M301M301M301F32125" HEIGHTM301M301M301M301F32125" HEIGHTM301M301M301M301F32125" HEIGHTG8098' X 9' GRAPHICM140M140M140M140M301M301M301M301F32525.5" HEIGHTM301M301M301M301F32525.5" HEIGHTG809 8' X 9' GRAPHIC F711CABINETM2025' DESKF305F711CABINETM2025' DESKF305F711CABINETM2025' DESKF305F711CABINETM2025' DESKF305F711CABINETM2025' DESKF305F711 CABINET M202 5' DESK F305 F711 CABINET M202 5' DESK F305 F711 CABINET M202 5' DESK F305 F711 CABINET M202 5' DESK F305 F711 CABINET M202 5' DESK F305 F711CABINETM2025' DESKF305F711CABINETM2025' DESKF305F711CABINETM2025' DESKE551PRINTERF711CABINETM2025' DESKE551PRINTERSE-620 SE-621 6'-8" MOUNTING HEIGHT A.F.F MOOD-MEDIAAMPLIFIER E851 E850TIMECLOCKF800KEY DROP BOXS980- WIFI SIGNS953,S963-UNISEX RR WALLPLAQUE & DOOR PLAQUES811 - 7 14"H TESLA SERVICEWORD MARK (NON-ILLUM)S951,S961-WOMEN RRWALL PLAQUE & DOORPLAQUES952,S962-MEN RR WALLPLAQUE & DOOR PLAQUE24' (22' MIN. TWO WAY AISLE WIDTH)WORKBENCHWORKBENCHG8098 X 9 GRAPHICG8098 X 9 GRAPHICG8128 X 12 GRAPHICG8128 X 12 GRAPHICE52375" TOUCHSCREENM525WALL MOUNTM512WOOD FRAMEWORKBENCHWORKBENCHWORKBENCHWORKBENCHSOLARM906POWERM907WALL CONNECTORPOWERWALL15" SOLARTILE ASSY.SOLAR PANELASSY.REFRIGERANT DRYER COMPRESSOR 115v/1ph 10HP VERIFY PWR REQUIREMENTS SE5XXIRRIGATION BACKFLOWPREVENTER.FLOORSINK.DOUBLE CHECKBACKFLOW DETECTORASSEMBLY. DCDA (FIRE).TELEPHONE BOARDWALLHEATER.ABOVEHEATER DISCONNECT.T-STAT.REDUCED PRESSUREBACKFLOWPREVENTERWATER METERREMOTE READERLOCATIONROOF LADDERDC DC AIR REEL14-50RSE100WHEEL STOP13' -10" CLEAR HEIGHT5-20R QUADAIR REEL14-50RSE100WHEEL STOP13' -10" CLEAR HEIGHT5-20R QUADAIR REEL14-50RSE100WHEEL STOP13' -10" CLEAR HEIGHT5-20R QUADAIR REEL14-50RSE100WHEEL STOP13' -10" CLEAR HEIGHT5-20R QUADAIR REEL14-50RSE100WHEEL STOP13' -10" CLEAR HEIGHT5-20R QUADAIR REEL14-50RSE100WHEEL STOP13' -10" CLEAR HEIGHT5-20R QUADAIR REEL14-50RSE100WHEEL STOP13' -10" CLEAR HEIGHT5-20R QUADAIR REEL14-50RSE100WHEEL STOP13' -10" CLEAR HEIGHT5-20R QUADAIR REEL14-50RSE100WHEEL STOP13' -10" CLEAR HEIGHT5-20R QUADAIR REEL14-50RSE100WHEEL STOP13' -10" CLEAR HEIGHT5-20R QUADAIR REEL14-50RSE100WHEEL STOP13' -10" CLEAR HEIGHT5-20R QUADAIR REEL14-50RSE100WHEEL STOP13' -10" CLEAR HEIGHT5-20R QUADAIR REEL14-50RSE100WHEEL STOP13' -10" CLEAR HEIGHT5-20R QUADAIR REEL14-50RSE100WHEEL STOP13' -10" CLEAR HEIGHT5-20R QUADAIR REEL14-50RSE100WHEEL STOP13' -10" CLEAR HEIGHT5-20R QUADAIR REEL14-50RSE100WHEEL STOP13' -10" CLEAR HEIGHT5-20R QUADAIR REEL14-50RSE100WHEEL STOP13' -10" CLEAR HEIGHT5-20R QUADWORKBENCHWORKBENCHWORKBENCHWORKBENCHWORKBENCHWORKBENCHWORKBENCHT 250'-0"200'-0"A1.10OVERALLFLOOR PLANAS NOTEDSCALE:PROJECT NUMBER:DRAWING TITLEELECTRIC AUTO SALES & SERVICE650 OTTOWA AVE. N. GOLDEN VALLEY, MN 55422ISSUE / REVISIONSHEET NUMBER©DENVER, CO 80209www.drakeres.comTel. 303.825.6200496 S. BROADWAYDRAKEMOTOR PARTNERS VANCOUVER, LLCnamapartnerscllArchitecture . Interior Design. Planning. Graphics2287 Pinto Trail, Elizabeth, COTel. 303.905.7567121 F < :::; uJ z iii :::, (D _J < F z uJ 0 Li: z 0 (.) 0 z < >­er uJ ii: a. 0 er a. ci l;l;! er uJ (J) uJ er CITY CODE: CLASS 1 MATERIALS: BRICK. NATURAL STONE, GLASS, COPPER, PORCELAIN CLASS 2 MATERIALS: MASONRY. STUCCO. CONCRETE BLOCK. TEXTURED CONCRETE PANELS. ARTIFICIAL STONE, ARTIFICIAL STUCCO, CEMENT BOARD, PREFINISHED METAL. CAST-IN PLACE CONCRETE, CLASS 3 MATERIALS: UNFINISHED MATERALS, WOOD, GLASS BLOCK MATERIAL REQUIREMENTS: FRONT FACADE: (FACING RIGHT OF WAY) MINIMUM 50% CLASS 1, NO MORE THAN 10% CLASS 3. SIDE/REAR FACADE: MINIMUM 40%CL..ASS 1 EACH FACADE MUST UTILIZE A MINIMUM OF TWO TYPES OF CLASS 1 MATERIALS. MATERIALS PROVIDED: NORTH ELEVATION : CLASS 1 MATERIALS: 5,200 SF X .40 :=: 2,080 SF REQUIRED, 2,107 SF PROVIDED CLASS 1 MATERIALS: 40% CLA.SS 2 MATERIALS: 60% CLASS 3 MATERIALS: 0% WEST ELEVATION: CLASS 1 MATERIALS: (FACING STREET) 6,437 SF X .50 = 3,220 SF REQUIRED 3,828 SF PROVIDED CLASS 1 MATERIALS: 59% CLASS 2 M.ATERJALS: 41 % CLASS 3 MATERIALS: 0% LEGEND: PAINT: (COLORS BY BENJAMIN MOORE) 1111 PT"5, "TROUT GREY" SANDED FINISH c::::J PT-8, "BUN NEY GREY" SANDED FINISH METAL WALL PANEL: c=J MWP-8. COLOR: TO MATCH "BUN NEY GREY" WALL TILE: (BY DAL TILE) SOUTH ELEVATION: CLASS 1 MATERIALS'. (SIDE) 5,273 SF X .40 = 2. 1 09 SF REQUIRED 2.034 SF PROVIDED CLASS 1 MATERIALS'. 39% CLASS 2 MATERIALS: 61 % CLASS 3 MATERIALS'. 0% EAST ELEVATION: CLASS 1 MATERIALS: (REAR) 6,474 SF X .40 = 2,590 SF REQUIRED, 1,348 SF PROVlDED CLASS 1 MATERIALS: 21% CLASS 2 MATERIALS'. 79% CLASS 3 MATERIALS: 0% COPING / FLASHING: c=J TO MATCH ADJACENT COLOR DOORS: [:] TO MATCH ADJACENT COLOR VVT-1. TO MATCH CT-4. TH97 "TESLA GRAY MATTE'' 12x24 ..-., SECURITY CAMERA +, EXTERIOR WIRELESS ACCESS POINT WT-2. INDUSTRIAL PARK ''LIGHT GRAY" 6X24 BREAK METAL ACCENT: Cl LIGHT FIXTURE $ T.O. PARAPET ELEV: 26'-0" STEEL POSTS. MATCH PT-5 "TROUT GREY". STEEL GATES � STEEL POSTS. MATCH PT-5 "TROUT GREY". STEEL GATES PAINTED CMU BLOCK PT-5, "TROUT GREY." COPING. TO MATCH PT-5 "TROUT GREY". PT-5 "TROUT GREY" COPING. TO MAT PT-5 "TROUT GR PT-5 ''TROUT GREY'' REAR ELEVATION 0 SIDE ELEVATION 0 FRONT ELEVATION 0TIRE ENCLOSURE SCALE: 3/32" = 1 '-0" COPING. TO MATCH COPING. TO MATCH PT-5. '.!..T-RGld:r-GRE¥,j'i,,' ------------cl��,PT-8, "BOKINY GREY." PAINTED TILT-UP CONCRETE PT-5, '"'£ROUT GREY.'' PAINTED TILT-UP CONCRETE PT-6, ''BUNNY GREY." ,:, T.O. P AR APET "°ELEV: 30'-0" TO.CAP ELEV: 6'-8" i;'.!NlSl=f-GRADE ELEV: 0'-0" REAR ELEVATION 0 SIDE ELEVATION 0 1-2:X: 18 :fl!:£. T-0 MA'.;f-GH------��������-----------o;::::-.,,,2,,xi'1lia�TTIIIILSE�. T'noniiM:CAicTr<C'IH�--CT-4, DAL TILE TH97 "TESLA COPING, TO MATCH CT-4, DAL TILE THg7 "TESLA GRAY GRAY MATTE'' PT-8. ''BUNNY GREY." MATTE'' COPING, TO MATCH PAINTED TILT-UP CONCRETE PT-5, "TROUT GREY." PT-B, "BUNNY GREY." <) T.O. PARAPET l::Jll' ELEV: 28'-0" □ COPING. TO MATCH PT-5. "TROUT GREY.'' FRONT ELEVATION 0TRASH ENCLOSURE COPING, TO MATCH PT:S, "BONNY GREY." PAINTED TILT-UP CONCRETE PT-8, "BUNNY GREY." SCALE: 3/32" = 1 '-0" PAINTED TILT-UP CONCRETE PT-5, "TROUT GREY." 1111 TO MATCH PT-1, ''NEON RED" STOREFRONT# 1: PARTIAL VISION OVERHEAD DOOR METAL . MATCH PT-1. "NEON RED". II SF-1 CLEAR AN0D1ZED#14 (KAWNEER)WITH L__J CLEAR GLAZING STOREFRONT #2: SF-2 CLEAR ANODIZED #14 (KAWNEER) WITH D SPANDREI= Gl=kl:ING. 160�0PA61-60A'.;f-300--------------------0-1 06 PRIMARY WHITE $ T.O. PARAPET ELEV: 26'-0'' $TO PAR APET ELEV: 26'-0" COPING. TO MATCH PT-8, "BUNNY GREY." PAINTED TILT-UP CONCRETE PT-5 "TROUT GREY " CO�ING TO MATC . H ,_$_.T ;½" .□O�./fP�AtR \'c A�P ;a' Ea,T __ tr;;;;;;;;;;;;,;;;;;;;;;;;;;,;;;;;;;;;;;;,::;;;;;;;;;;;;;;;,;;;;;;;;;;;;;;;;;;;;;;;;;;=.:JPT-5, "TROUT GREY."" ELEV. 29'-0" COPING. TO MATCH PT-5, "TROUT GREY." PAINTED TILT-UP CONCRETE PT-5. "TROUT GREY." METAL , MATCH PT-1. "NEON RED". PAINTED TILT-UP CONCRETE PT-5. "TROUT GREY." PAINTED TILT-UP CONCRETE PT-8. "BUNNY GREY.'' COPING. TO MATCH PAINTED TILT-UP CONCRETE PT-5. ''TROUT GREY." PT-8. "BUNNY GREY." COPING, TO MATCH PT-5, "TROUT GREY.'' T.O. PARAPET SIGNAGE SHOWN IS FOR POSSIBLE LOCATION ONLY. SIZES AND LOCATIONS WILL BE REVIEWED AND APPROVED BY THE CITY. PAINTED TILT-UP CONCRETE PT-5, "TROUT GREY." COPING. TO MATCH PT-8, "BUNNY GREY." PAINTED TILT-UP CONCRETE PT-8, "BUNNY GREY." COPING. TO MATCH PT-8. "BUNNY GREY." $ T.0. PARAPET COPING, TO MATCH ELEV: 30'-0" $ T.O. PARAPET ELEV: 26'-0" PT"5, "TROUT GREY." PAINTED T!L T·UP CONCRETE PT-5, "TROUT GREY." PAINTED TILT-UP CONCRETE PT-5. "TROUT GREY." PAINTED TILT-UP CONCRETE PT-8, "BUNNY GREY." PAINTED TILT-UP CONCRETE PT-5, "TROUT GREY." DOWNSPOUTS/OVERFLOW, COPING. TO MATCH MATCH PT-5, "TROUT GREY". PT-8.' □ PARTIAL VISION OVERHEAD DOOR MWP-8, METAL PANELS TO MATCH "BUNNY GREY". COPING, TO MATCH PT-8. "BUNNY GREY." COPING, TO MATCH PT-8, "BUNNY GREY." PAINTED TILT-UP CONCRETE PT-5, "TROUT GREY.'' COPING, TO MATCH PT-5, "TROUT GREY." METAL . MATCH PT-1, "NEON RED". REAR ELEV ATION (NOR TH) SCALE: 3/32" � 1 '-0" PAINTED TILT-UP CONCRETE "TROUT GREY." COPING, TO MATCH PT-5. "TROUT GREY." "NEON RED". SIDE ELEVATION (WEST) SCALE: 3/32" = 1 '-0" PAINTED TILT-UP CONCRETE PT-5. "TROUT GREY."---� PAINTED TILT-UP CONCRETE PT-8, "BUNNY GREY." COPING. TO MATCH PT-8, "BUNNY GREY." SIDE ELEVATION (EAST) SCALE: 3/32" = 1 '-0" PAINTED TILT-UP CONCRETE PT-5. "TROUT GREY." COPING, TO MATCH PT-5, "TROUT GREY." FRONT ELEVATION (SOUTH) SCALE: 3/32" = 1 '-0" 4 2 ��nama ll r-' Rartners lie Architecture . Interior Design. Planning. Graphics 2287 Pinto Trail, Elizabeth, CO Tel. 303.905.7567 496 S. BROADWAY DENVER, CO 80209 TEL 303.825.6200 WWW.DRAKERES.COM ELECTRIC AUTO SALES & SERVICE 650 OTTOWA AVE. N. GOLDEN VALLEY, MN 55422 DRAWING TITLE EXTERIOR ELEVATIONS AS NOTED A4. 11 122 Engineers | Architects | Planners | Scientists Short Elliott Hendrickson Inc., 3535 Vadnais Center Drive, St. Paul, MN 55110-3507 651.490.2000 | 800.325.2055 | 888.908.8166 fax | sehinc.com SEH is 100% employee-owned | Affirmative Action–Equal Opportunity Employer MEMORANDUM TO: Jeff Oliver, PE – City Engineer City of Golden Valley FROM: Leo Johnson, EIT Erin Jordan, PE DATE: October 12, 2022 RE: Car Dealership Traffic Impact Study SEH No. GOLDV 169195 14.00 PROPOSED DEVELOPMENT AND PURPOSE The City of Golden Valley is reviewing an application by for redevelopment of 650 Ottawa Avenue North, located north of Trunk Highway (TH) 55 near Schaper Road (see Figure 1 for Project Location). The site currently includes a vacant building of approximately 60,000 square feet (SF) that was previously occupied by States Manufacturing Corporation. The proposed development will redevelop this parcel and construct a 50,000 SF Automobile Dealership with a planned year of opening of 2023. The site plan includes two accesses on Ottawa Avenue for the development, with one access located on the east approach of the existing Schaper Road at Ottawa Avenue intersection and one access located approximately 460 feet north of Schaper Road. See Figure 2 for the Conceptual Site Plan. The City has expressed concerns with the safety and operations of the surrounding intersections with Schaper Road and TH 55, especially since Schaper Road provides access to other businesses, residential land uses, and access to Schaper Park. Specifically, the neighboring parcel bordering the proposed development to the east includes the Room and Board Outlet store, which operates 10:00 AM to 4:00 PM on Saturdays only. Room and Board sells scratch and dent furniture at discounts on a first come first serve basis, leading to a spike in traffic around the opening hour of the store on Saturdays. Due to concerns expressed about the Saturday traffic, this study analyzes the weekday peak hours and a Saturday weekend peak hour. This technical memorandum provides a summary of the findings related to the Traffic Impact Study (TIS) required by the City to assess the existing and future traffic demands on the local street network and identify operational or safety issues that may arise from the traffic generated by the proposed land use. EXISTING CONDITIONS TH 55 (Floyd B. Olson Memorial Highway) is an east-west, 4-lane, divided, principal arterial roadway through the project area. The posted speed limit on TH 55 is 50 mph. In the project area, TH 55 carries approximately 27,500 vehicles per day (vpd) based upon 2016 Annual Average Daily Traffic (AADT) information obtained from the Minnesota Department of Transportation’s (MnDOT) Traffic Mapping Application. Schaper Road is a 2-lane local roadway that provides access to Olson Memorial Hwy Frontage Road and Ottawa Avenue from TH 55. Schaper Road intersects at a signalized intersection with TH 55 and provides 123 Memorandum October 12, 2022 Page 2 local access to Schaper Park on its north side as well as an assisted living facility and office building on its south side. The posted speed limit on Schaper Road is 30 MPH. Olson Memorial Hwy Frontage Road (Frontage Road) is a 2-lane east-west local roadway that provides access to a commercial area on Lilac Drive to the west of the study area. The Olson Memorial Hwy Frontage Road intersects with Schaper Road at a T-intersection approximately 250 north of the TH 55 at Schaper Road signalized intersection. The posted speed limit on Olson Memorial Hwy Frontage Road is 30 MPH. Ottawa Avenue is a 2-lane north-south local roadway that provides access to a small residential neighborhood to the north and a commercial area to the east which includes the proposed development site as well as the Room and Board Outlet store. The posted speed limit on Olson Memorial Hwy Frontage Road is 30 MPH. Figure 1 displays the project area, including the location of the three (3) study intersections:  TH 55 at Schaper Road (Signalized Intersection)  Schaper Road at Olson Memorial Hwy Frontage Road (Minor Street Stop Control)  Schaper Road at Ottawa Avenue (Minor Street Stop Control) Figure 2 shows the existing conditions at the study intersections. 124 Project Location !( !( !( ?ØA@ ?úA@ Ottawa AveSchaper Rd O. M. Hwy Frontage RdLilac DrKillarney DrRoom andBoard Outlet 1 2 3 Project GOLDV 169195 Figure 1Car Dealership T raffic Impact StudyMap by: ljohnson Projection: NAD 1983 HARN Adj Hennepin Source: ESRI Print Date: 10/5/2022 Golden Valley, MNPath: X:\FJ\G\GOLDV\169195\5-final-dsgn\51-drawings\90-GIS\Figure 1 - Project Location.mxdI Site Location Study IntersectionsX 125 Existing Conditions !( !( !( ?ØA@ ?úA@ Ottawa AveSchaper Rd O. M. Hwy Frontage RdLilac Dr1 2 3 Project GOLDV 169195 Figure 2Car Dealership T raffic Impact StudyMap by: ljohnson Projection: NAD 1983 HARN Adj Hennepin Source: ESRI Print Date: 10/5/2022 Golden Valley, MNPath: X:\FJ\G\GOLDV\169195\5-final-dsgn\51-drawings\90-GIS\Figure 2 - Existing Conditions.mxdI !"$Schaper Rd Ottawa Ave3 O =>PèéTH 55 Schaper Rd1 ³>=³³>=³O=O.M, Hwy Frontage Rd Schaper Rd2 !"$OPOPOPOP Driveway O= 123< 1238 Site Location Intersection GeometricsOP !"$Minor Street Stop Control Intersection IDX èé Signalized Intersection 126 Memorandum October 12, 2022 Page 5 Figure 3 shows the current site development plan for the proposed car dealership. Figure 3 – Site Development Plan EXISTING TRAFFIC VOLUMES 13-hour (6 AM to 7 PM) vehicle turning movement counts were collected at the three study intersections on a Thursday and Saturday:  TH 55 at Schaper Road1  Schaper Road at Olson Memorial Hwy Frontage Road1  Schaper Road at Ottawa Avenue2 Based on the existing turning movement counts, the weekday AM peak hour was determined to be from 7:45 to 8:45 AM and the weekday PM peak hour was determined to be from 4:30 to 5:30 PM. The Saturday peak hour was determined to be 10:15 to 11:15 AM. Figure 4 summarizes the 2022 existing peak hour turning movement counts. The 2022 turning movement counts are shown in Appendix A. 1 Turning movement counts collected Thursday, August 25, 2022 and Saturday, August 27, 2022 2 Turning movement counts collected Thursday, September 8, 2022 and Saturday, September 10, 2022 127 2022 Traffic Volumes !( !( !( ?ØA@ ?úA@ Ottawa AveSchaper Rd O. M. Hwy Frontage RdLilac Dr1 2 3 Project GOLDV 169195 Figure 4Car Dealership T raffic Impact StudyMap by: ljohnson Projection: NAD 1983 HARN Adj Hennepin Source: ESRI Print Date: 10/5/2022 Golden Valley, MNPath: X:\FJ\G\GOLDV\169195\5-final-dsgn\51-drawings\90-GIS\Figure 4 - 2022 Traffic Volumes.mxdI èéTH 55 Schaper Rd1 26 / (25) / [42]382 / (886) / [349]6 / (15) / [6]10 / (21) / [3]8 / (12) / [4]15 / (23) / [4]51 / (154) / [288]7 / (20) / [10]18 / (65) / [79]132 / (83) / [216]1319 / (1571) / [418]35 / (19) / [11]³>=³>= ³>=³>=!"$O.M. Hwy Frontage Rd Schaper Rd2 0 / (0) / [0]0 / (0) / [0]1 / (7) / [0]75 / (71) / [45]82 / (44) / [215]1 / (0) / [2]3 / (5) / [7]19 / (106) / [310]0 / (0) / [0]5 / (3) / [7]1 / (0) / [0]54 / (123) / [63]³>=³>= ³>=³>=Driveway !"$Schaper Rd Ottawa Ave3 4 / (58) / [303]0 / (3) / [0]9 / (15) / [7]0 / (2) / [0]6 / (9) / [4]56 / (6) / [189]>=³>³=Intersection ID Turning MovementOP X !"$ Signalized Intersectionèé Minor Street Stop Control XX / (XX) / [XX] AM Peak Hour Volume (7:45-8:45 AM)PM Peak Hour Volume (4:30-5:30 PM)Saturday Peak Hour Volume (10:15-11:15 AM) Site Location 128 Memorandum October 12, 2022 Page 7 VIDEO AND QUEUEING OBSERVATIONS This study included a review of the video cameras set at the TH 55 at Schaper Road intersection during the peak periods to identify existing operational issues, including eastbound left-turn queues on TH 55, the southbound queues on Schaper Road, and the interaction with movements to and from the Frontage Road. The following summarizes these observations, including the approximate average queue length and maximum queue lengths seen in each of the three peak hours (AM, PM, Saturday). TH 55 at Schaper Road: Eastbound Left Queues  AM Peak Hour:  Average queue length was approximately 100 feet (4 vehicles).  Maximum queue length was approximately 200 feet (8 vehicles).  No blocking occurred of the left turn or through lanes.  Queues appear to clear the intersection in a single cycle length.  No safety hazards were observed. Figure 5 – Eastbound Left AM Maximum Queue Note: 2 additional vehicles queued outside of camera frame closest to intersection. 129 Memorandum October 12, 2022 Page 8  PM Peak Hour:  Average queue length was approximately 100-150 feet (4-6 vehicles).  Maximum queue length was approximately 260 feet (7 vehicles), including one semi-truck.  No blocking occurred of the left turn or through lanes.  Queues appear to clear the intersection in a single cycle length.  No safety hazards were observed. Figure 6 – Eastbound Left PM Maximum Queue Note: 2 additional vehicles queued outside of camera frame closest to intersection.  Saturday Peak Hour (10:15 to 11:15 AM):  Average queue length was approximately 120-150 feet (5-6 vehicles).  Maximum queue length was a rolling 14-vehicle queue and was approximately 305 feet in length.  Typically, at least 7 vehicles can clear the intersection each cycle. When queues exceed 7 vehicles, approximately 1 to 2 vehicles do not clear the intersection during a single cycle length. During the 14-vehicle maximum observed queue, 12 vehicles cleared the intersection.  No blocking occurred of the left turn or through lanes.  It was observed that at the end of a protected eastbound left phase, a pick-up truck entered the intersection just after the arrow turned red followed by an eastbound left motorcycle that passed around a compliant/stopped vehicle to run the red arrow. Due to the queues not clearing the intersection, there is pressure for vehicles to enter the intersection during yellow and all-red phases. This safety concern could be addressed by allowing additional green time for the eastbound left turning movements during the Saturday peak hour. Figure 8 shows an eastbound left safety concern. 130 Memorandum October 12, 2022 Page 9 Figure 7 – Eastbound Left Saturday Maximum Queue Note: The queue was a rolling queue and reached max length after the arrow turned green. Figure 8 – TH 55 at Schaper Road - Eastbound Left Safety Concern 131 Memorandum October 12, 2022 Page 10 TH 55 at Schaper Road: Southbound Queues  AM Peak Hour  Average queue length was approximately 20-25 feet (1 vehicle).  Maximum queue length was approximately 110 feet (5 vehicles).  No queue blocking occurred.  All queued vehicles clear the intersection.  No safety hazards were observed. Figure 9 – Southbound AM Maximum Queue  PM Peak Hour  Average queue length was approximately 3-4 vehicles.  Maximum queue length was approximately 180 feet in length (6 vehicles), including one metro mobility bus.  No queue blocking occurred.  All queued vehicles clear the intersection.  No safety hazards were observed. Figure 10 – Southbound PM Maximum Queue 132 Memorandum October 12, 2022 Page 11  Saturday Peak Hour  Average queue length was approximately 50-75 feet (2-3 vehicles).  The maximum queue length was 5 vehicles and was approximately 140 feet in length.  No queue blocking occurred.  All queued vehicles clear the intersection.  The only safety hazard seen was one runner who was seen crossing the south leg of the intersection rather than at the north leg crosswalk. Figure 11 – Southbound Saturday Maximum Queue 133 Memorandum October 12, 2022 Page 12 FORECASTED TRAFFIC Forecasted Background Traffic A traffic forecasting analysis was performed to determine the linear annual growth rate and background traffic for TH 55 in the 2023 build year and 2033 design year. Historical AADT volumes were obtained from MnDOT’s Traffic Mapping Application. The most recent MnDOT AADT on TH 55 west of Schaper Road was from 2016 (27,500 vpd). 2022 average daily traffic (ADT) was estimated based on 24-hour MnDOT data that suggests that generally 81% of daily traffic occurs between 6 AM and 7 PM. This factor was used to estimate TH 55’s 2022 ADT (23,600 vpd). The historical AADT analysis found a linear annual growth rate of -0.4%. Additionally, the Golden Valley 2040 Comprehensive Plan was reviewed to compare growth rate estimates for the study area on TH 55. The Comprehensive Plan contains estimated 2040 volumes for the major roadways in Golden Valley. Based on the projected and existing volumes detailed in the 2040 plan, TH 55 has a growth rate of approximately 0.1%. As a conservative approach, a background growth rate of 0.5% was used for traffic on TH 55 in this analysis. Schaper Road, Olson Memorial Hwy Frontage Road, and Ottawa Avenue are expected to experience nominal growth in the next ten years since the surrounding area is built-out and any growth is assumed to generate from the proposed automobile dealership development. Therefore, no growth rate was applied to these roadways. Figure 12 shows the 2023 Background Traffic Volumes; Figure 13 shows the 2033 Background Traffic Volumes. 134 2023 Background Traffic Volumes !( !( !( ?ØA@ ?úA@ Ottawa AveSchaper Rd O. M. Hwy Frontage RdLilac Dr1 2 3 Project GOLDV 169195 Figure 12Car Dealership T raffic Impact StudyMap by: ljohnson Projection: NAD 1983 HARN Adj Hennepin Source: ESRI Print Date: 10/5/2022 Golden Valley, MNPath: X:\FJ\G\GOLDV\169195\5-final-dsgn\51-drawings\90-GIS\Figure 12 - 2023 Background Traffic Volumes.mxdI !"$O.M. Hwy Frontage Rd Schaper Rd2 0 / (0) / [0]0 / (0) / [0]1 / (7) / [0]75 / (71) / [45]82 / (44) / [215]1 / (0) / [2]3 / (5) / [7]19 / (106) / [310]0 / (0) / [0]5 / (3) / [7]1 / (0) / [0]54 / (123) / [63]³>=³>= ³>=³>=Driveway !"$Schaper Rd Ottawa Ave3 4 / (58) / [303]0 / (3) / [0]9 / (15) / [7]0 / (2) / [0]6 / (9) / [4]56 / (6) / [189]>=³>³=èéTH 55 Schaper Rd1 26 / (25) / [42]384 / (890) / [351]6 / (15) / [6]10 / (21) / [3]8 / (12) / [4]15 / (23) / [4]51 / (154) / [288]7 / (20) / [10]18 / (65) / [79]132 / (83) / [216]1326 / (1579) / [420]35 / (19) / [11]³>=³>= ³>=³>=Intersection ID Turning MovementOP X !"$ Signalized Intersectionèé Minor Street Stop Control XX / (XX) / [XX] AM Peak Hour Volume (7:45-8:45 AM)PM Peak Hour Volume (4:30-5:30 PM)Saturday Peak Hour Volume (10:15-11:15 AM) Site Location 135 2033 Background Traffic Volumes !( !( !( ?ØA@ ?úA@ Ottawa AveSchaper Rd O. M. Hwy Frontage RdLilac Dr1 2 3 Project GOLDV 169195 Figure 13Car Dealership T raffic Impact StudyMap by: ljohnson Projection: NAD 1983 HARN Adj Hennepin Source: ESRI Print Date: 10/5/2022 Golden Valley, MNPath: X:\FJ\G\GOLDV\169195\5-final-dsgn\51-drawings\90-GIS\Figure 13 - 2033 Background Traffic Volumes.mxdI !"$O.M. Hwy Frontage Rd Schaper Rd2 0 / (0) / [0]0 / (0) / [0]1 / (7) / [0]75 / (71) / [45]82 / (44) / [215]1 / (0) / [2]3 / (5) / [7]19 / (106) / [310]0 / (0) / [0]5 / (3) / [7]1 / (0) / [0]54 / (123) / [63]³>=³>= ³>=³>=Driveway !"$Schaper Rd Ottawa Ave3 4 / (58) / [303]0 / (3) / [0]9 / (15) / [7]0 / (2) / [0]6 / (9) / [4]56 / (6) / [189]>=³>³=èéTH 55 Schaper Rd1 26 / (25) / [42]403 / (935) / [368]6 / (15) / [6]10 / (21) / [3]8 / (12) / [4]15 / (23) / [4]51 / (154) / [288]7 / (20) / [10]18 / (65) / [79]132 / (83) / [216]1392 / (1657) / [441]35 / (19) / [11]³>=³>= ³>=³>=Intersection ID Turning MovementOP X !"$ Signalized Intersectionèé Minor Street Stop Control XX / (XX) / [XX] AM Peak Hour Volume (7:45-8:45 AM)PM Peak Hour Volume (4:30-5:30 PM)Saturday Peak Hour Volume (10:15-11:15 AM) Site Location 136 Memorandum October 12, 2022 Page 15 Trip Generation The Institute of Transportation Engineers’ (ITE) Trip Generation Manual, 11th Edition, was used to estimate the trip generation for the automobile dealership. ITE Land Use Code 840 – Automobile Sales (New) was used to generate trips for the development. Table 1 summarizes the estimated weekday new trips for the development based on the weekday peak hours of the adjacent street. Table 1 – Weekday Trip Generation ITE Land Use KSF Daily Trips AM Peak Hour PM Peak Hour Enter Exit Total Enter Exit Total Auto Dealership (New) 50 1,392 68 25 93 48 73 121 Table 2 summarizes the estimated Saturday new trips for the development. ITE provides data on the Peak Hour of Generator, which is the peak hour of trip generation for the land use unrelated to the outside roadway network. The Saturday analysis will assume that the peak hour of generator is the same as the existing Saturday peak hour (10:15 – 11:15 AM) based on the 2022 traffic data. Table 2 – Saturday Trip Generation ITE Land Use KSF Daily Trips Peak Hour of Generator Enter Exit Total Auto Dealership (New) 50 2,612 101 100 201 It should be noted that the ITE Trip Generation Manual data is based on traditional car dealership sites, and is assumed to be a conservative approach when analyzing the build traffic operations. Trip Distribution Using the 2022 traffic data, existing roadway network, and the development’s site plan, the new trips were distributed and assigned to the study intersections. The following trip distribution percentages were applied to the new trips at the TH 55 at Schaper Road intersection:  75% to/from the west on TH 55  25% to/from the east on TH 55 The following trip distribution percentages were applied at the two site driveways:  75% to/from the south driveway (east leg of the Schaper Road at Ottawa Avenue intersection)  25% to/from the north driveway on Ottawa Avenue. It should be noted that the north driveway was not included as a study intersection. Ottawa Avenue north of Schaper Road only serves the 17 homes to the north on Killarney Drive and the north site driveway. There are not expected to be any operational concerns with such low volumes. The north driveway is expected to be the less used of the two driveways as the south driveway is very easily accessible from Schaper Road as it will become the east leg of the Schaper Road at Ottawa Avenue intersection. 137 Memorandum October 12, 2022 Page 16 Build Traffic Conditions The 2023 Build Scenario includes the development trip traffic combined with the 2023 background traffic. This scenario represents traffic conditions during the year of opening of the car dealership. Figure 14 shows the 2023 Build Traffic Volumes. The 2033 Build Scenario includes the development trip traffic combined with the 2033 background traffic. This scenario represents a horizon year ten years after the opening of the car dealership. Figure 15 shows the 2033 Build Traffic Volumes. 138 2023 Build Traffic Volumes !( !( !( ?ØA@ ?úA@ Ottawa AveSchaper Rd O. M. Hwy Frontage RdLilac Dr1 2 3 Project GOLDV 169195 Figure 14Car Dealership T raffic Impact StudyMap by: ljohnson Projection: NAD 1983 HARN Adj Hennepin Source: ESRI Print Date: 10/5/2022 Golden Valley, MNPath: X:\FJ\G\GOLDV\169195\5-final-dsgn\51-drawings\90-GIS\Figure 14 - 2023 Build Traffic Volumes.mxdI èéTH 55 Schaper Rd1 43 / (37) / [67]384 / (890) / [351]6 / (15) / [6]10 / (21) / [3]8 / (12) / [4]15 / (23) / [4]70 / (209) / [363]7 / (20) / [10]24 / (83) / [104]183 / (119) / [292]1326 / (1579) / [420]35 / (19) / [11]³>=³>= ³>=³>=Intersection ID Turning MovementOP X !"$ Signalized Intersectionèé Minor Street Stop Control XX / (XX) / [XX] AM Peak Hour Volume (7:45-8:45 AM)PM Peak Hour Volume (4:30-5:30 PM)Saturday Peak Hour Volume (10:15-11:15 AM) Site Location !"$O.M. Hwy Frontage Rd Schaper Rd2 0 / (0) / [0]0 / (0) / [0]1 / (7) / [0]75 / (71) / [45]150 / (92) / [316]1 / (0) / [2]3 / (5) / [7]44 / (179) / [410]0 / (0) / [0]5 / (3) / [7]1 / (0) / [0]54 / (123) / [63]³>=³>= ³>=³>=Driveway !"$Schaper Rd Ottawa Ave3 0 / (0) / [0]19 / (55) / [75]1 / (7) / [0]4 / (58) / [303]0 / (3) / [0]0 / (0) / [0]15 / (33) / [32]0 / (2) / [0]0 / (0) / [0]23 / (21) / [29]51 / (36) / [76]56 / (6) / [189]³>=³>= ³>=³>=139 2033 Build Traffic Volumes !( !( !( ?ØA@ ?úA@ Ottawa AveSchaper Rd O. M. Hwy Frontage RdLilac Dr1 2 3 Project GOLDV 169195 Figure 15Car Dealership T raffic Impact StudyMap by: ljohnson Projection: NAD 1983 HARN Adj Hennepin Source: ESRI Print Date: 10/5/2022 Golden Valley, MNPath: X:\FJ\G\GOLDV\169195\5-final-dsgn\51-drawings\90-GIS\Figure 15 - 2033 Build Traffic Volumes.mxdI èéTH 55 Schaper Rd1 43 / (37) / [67]403 / (935) / [368]6 / (15) / [6]10 / (21) / [3]8 / (12) / [4]15 / (23) / [4]70 / (209) / [363]7 / (20) / [10]24 / (83) / [104]183 / (119) / [292]1392 / (1657) / [441]35 / (19) / [11]³>=³>= ³>=³>=Intersection ID Turning MovementOP X !"$ Signalized Intersectionèé Minor Street Stop Control XX / (XX) / [XX] AM Peak Hour Volume (7:45-8:45 AM)PM Peak Hour Volume (4:30-5:30 PM)Saturday Peak Hour Volume (10:15-11:15 AM) Site Location !"$O.M. Hwy Frontage Rd Schaper Rd2 0 / (0) / [0]0 / (0) / [0]1 / (7) / [0]75 / (71) / [45]150 / (92) / [316]1 / (0) / [2]3 / (5) / [7]44 / (179) / [410]0 / (0) / [0]5 / (3) / [7]1 / (0) / [0]54 / (123) / [63]³>=³>= ³>=³>=Driveway !"$Schaper Rd Ottawa Ave3 0 / (0) / [0]19 / (55) / [75]1 / (7) / [0]4 / (58) / [303]0 / (3) / [0]0 / (0) / [0]15 / (33) / [32]0 / (2) / [0]0 / (0) / [0]23 / (21) / [29]51 / (36) / [76]56 / (6) / [189]³>=³>= ³>=³>=140 Memorandum October 12, 2022 Page 19 TRAFFIC OPERATIONAL ANALYSIS Traffic operations analyses were conducted to determine the level of service (LOS) and delay information for the weekday AM and PM peak hours and the Saturday peak hour at the study intersections. LOS is a qualitative rating system used to describe the efficiency of traffic operations at an intersection and is based on the average control delay in seconds per vehicle. Six LOS are defined, designated by letters A through F. LOS A represents free flow conditions and LOS F represents the most congested conditions. For this project, LOS D or better represents acceptable traffic operations for all movements, approaches, and intersections. Table 3 shows the LOS thresholds for signalized and unsignalized intersections. Table 3 – Level of Service Thresholds Level of Service Average Control Delay (sec/veh) Signalized Intersection Unsignalized (Stop or Roundabout) Intersection A 0 to 10 0 to 10 B > 10 and ≤ 20 > 10 and ≤ 15 C > 20 and ≤ 35 > 15 and ≤ 25 D > 35 and ≤ 55 > 25 and ≤ 35 E > 55 and ≤ 80 > 35 and ≤ 50 F > 80 > 50 Traffic operations analyses were performed using Synchro/SimTraffic (Version 11) software at the five study intersections for the following scenarios:  2022 Existing Conditions  2023 No Build Conditions  2023 Build Conditions  2033 No Build Conditions  2033 Build Conditions Measures of Effectiveness (MOE) tables for each analysis scenario are provided in the appendix. 2022 Existing Conditions The 2022 existing traffic represents the existing conditions and geometrics of the network. This analysis was conducted to set a baseline of traffic operations for the intersections. Table 4 shows a summary of the intersection operations analysis for the 2022 existing traffic. More detailed MOE table results are attached in Appendix B at the end of this memo in Table B1 and B6. 141 Memorandum October 12, 2022 Page 20 Table 4 – 2022 Existing Traffic Operations (SimTraffic) Peak Hour Intersection Approach Delay (sec/veh / LOS) Left Thru Right Approach Delay Intersection Delay AM TH 55 at Schaper Rd (Signal) EB 63.5 / E 3.6 / A 0.6 / A 8.6 / A 11.0 / B WB 105.1 / F 11.6 / B 2.4 / A 12.1 / B NB 98.7 / F 89.0 / F 9.7 / A 57.8 / E SB 105.7 / F 82.6 / F 1.3 / A 31.1 / C Schaper Rd at O.M. Hwy Frontage Rd EB 5.4 / A 4.5 / A 2.6 / A 2.8 / A 2.0 / A WB 7.2 / A 0.0 / A 0.0 / A 7.2 / A NB 2.3 / A 1.8 / A 1.2 / A 2.0 / A SB 0.0 / A 0.1 / A 0.0 / A 0.1 / A Ottawa Ave at Schaper Rd EB 4.7 / A 3.3 / A 3.3 / A 2.8 / A WB NB 1.8 / A 0.0 / A 1.8 / A SB 0.0 / A 0.0 / A 0.0 / A PM TH 55 at Schaper Rd (Signal) EB 96.5 / F 9.3 / A 0.9 / A 13.1 / B 14.3 / B WB 103.2 / F 7.6 / A 1.9 / A 8.8 / A NB 89.9 / F 94.4 / F 15.2 / B 61.8 / E SB 95.8 / F 91.9 / F 1.6 / A 33.7 / C Schaper Rd at O.M. Hwy Frontage Rd EB 5.8 / A 0.0 / A 3.5 / A 3.6 / A 2.3 / A WB 5.6 / A 0.0 / A 0.0 / A 5.6 / A NB 2.9 / A 2.0 / A 0.0 / A 2.5 / A SB 0.0 / A 0.3 / A 0.1 / A 0.3 / A Ottawa Ave at Schaper Rd EB 4.4 / A 2.8 / A 3.7 / A 1.9 / A WB NB 2.0 / A 1.1 / A 2.0 / A SB 0.1 / A 0.1 / A 0.1 / A Saturday (10:15AM- 11:15 AM) TH 55 at Schaper Rd (Signal) EB 40.5 / D 3.4 / A 0.5 / A 15.5 / B 13.2 / B WB 56.9 / E 11.4 / B 3.1 / A 11.0 / B NB 43.9 / D 41.1 / D 4.3 / A 28.5 / C SB 42.1 / D 29.9 / C 1.9 / A 11.2 / B Schaper Rd at O.M. Hwy Frontage Rd EB 7.2 / A 0.0 / A 3.7 / A 4.0 / A 1.5 / A WB 0.0 / A 0.0 / A 0.0 / A 0.0 / A NB 3.5 / A 1.9 / A 1.2 / A 2.2 / A SB 0.0 / A 0.4 / A 0.1 / A 0.4 / A Ottawa Ave at Schaper Rd EB 10.5 / B 5.0 / A 5.1 / A 3.5 / A WB NB 2.6 / A 0.0 / A 2.6 / A SB 0.0 / A 0.1 / A 0.1 / A The intersections of Schaper Road at Olson Memorial Hwy Frontage Road and Schaper Road at Ottawa Avenue both operate acceptably at LOS A for all approaches and turning movements in all three peak hours. TH 55 at Schaper Road operates with acceptable overall intersection delay, with LOS B in all three peak hour scenarios. However, the intersection operates with a maximum cycle length of 220 seconds in both the weekday AM and PM peak hours, leading to long delays for the minor street approaches and protected left turns which is causing the LOS F for those movements. The weekend peak hour operates with a max cycle length of 100 seconds and sees lower delays for the minor street and left turns. From the video observations of the eastbound left queueing behavior during the Saturday peak hour, it was observed that occasionally 1-2 vehicles in the eastbound left queue do not clear the intersection in a single cycle. 142 Memorandum October 12, 2022 Page 21 Existing TH 55 at Schaper Road Queue Length Summary The City of Golden Valley requested a review of queue lengths at TH 55 at Schaper road, specifically the eastbound left and southbound through-left lanes.  Weekday AM Peak Hour  Eastbound left-turn lane’s maximum queue length of 250 feet is accommodated by the available 305 feet of storage length.  Southbound shared through/left-turn lane’s maximum queue length of 90 feet is accommodated by the available 205 feet of storage length.  Northbound lane’s maximum queue length of 90 feet exceeds the available 30 feet of storage length. This means that drivers will queue at the stop signs of the frontage road intersection before entering the main northbound queue once the light turns green.  Weekday PM Peak Hour  Eastbound left-turn lane’s maximum queue length of 220 feet is accommodated by the available 305 feet of storage length.  Southbound shared through/left-turn lane’s maximum queue length of 200 feet is accommodated by the available 205 feet of storage length.  Northbound lane’s maximum queue length of 105 feet exceeds the available 30 feet of storage length. This means that drivers will queue at the stop signs of the frontage road intersection before entering the main northbound queue once the light turns green.  Saturday Peak Hour (10:15 – 11:15 AM)  Eastbound left-turn lane’s maximum queue length of 245 feet is accommodated by the available 305 feet of storage length.  Southbound shared through/left-turn lane’s maximum queue length of 135 feet is accommodated by the available 205 feet of storage length.  Northbound lane’s maximum queue length of 30 feet is accommodated by the available 30 feet of storage length. 2023 No Build Conditions The 2023 background traffic analysis reviews the existing conditions, geometrics, and control of the network with the 2023 forecasted background traffic volumes. Table 5 shows a summary of the intersection operations analysis under the 2023 No Build conditions. More detailed MOE table results are attached in Appendix B at the end of this memo in Table B2 and B7. 143 Memorandum October 12, 2022 Page 22 Table 5 – 2023 No Build Traffic Operations (SimTraffic) Peak Hour Intersection Approach Delay (sec/veh / LOS) Left Thru Right Approach Delay Intersection Delay AM TH 55 at Schaper Rd (Signal) EB 63.8 / E 3.7 / A 0.6 / A 8.6 / A 11.2 / B WB 125.6 / F 11.4 / B 2.3 / A 12.4 / B NB 99.7 / F 93.3 / F 9.3 / A 59.1 / E SB 104.6 / F 79.0 / E 1.2 / A 32.3 / C Schaper Rd at O.M. Hwy Frontage Rd EB 5.4 / A 8.3 / A 2.6 / A 2.9 / A 2.1 / A WB 6.4 / A 0.0 / A 0.0 / A 6.4 / A NB 2.3 / A 1.9 / A 1.0 / A 2.1 / A SB 0.0 / A 0.1 / A 0.0 / A 0.1 / A Ottawa Ave at Schaper Rd EB 5.5 / A 3.3 / A 3.3 / A 2.8 / A WB NB 1.7 / A 0.0 / A 1.7 / A SB 0.0 / A 0.0 / A 0.0 / A PM TH 55 at Schaper Rd (Signal) EB 100.5 / F 9.4 / A 0.8 / A 13.7 / B 14.9 / B WB 100.3 / F 8.0 / A 1.7 / A 9.2 / A NB 92.1 / F 86.4 / F 15.6 / B 60.1 / E SB 96.6 / F 91.3 / F 1.6 / A 35.1 / D Schaper Rd at O.M. Hwy Frontage Rd EB 8.4 / A 0.0 / A 4.0 / A 4.1 / A 2.6 / A WB 5.3 / A 0.0 / A 0.0 / A 5.3 / A NB 2.9 / A 2.2 / A 0.0 / A 2.6 / A SB 0.0 / A 0.6 / A 0.1 / A 0.6 / A Ottawa Ave at Schaper Rd EB 4.7 / A 2.5 / A 3.7 / A 1.8 / A WB NB 2.0 / A 0.8 / A 1.9 / A SB 0.3 / A 0.1 / A 0.1 / A Saturday (10:15AM- 11:15 AM) TH 55 at Schaper Rd (Signal) EB 41.2 / D 3.4 / A 0.5 / A 15.8 / B 13.3 / B WB 47.8 / D 11.2 / B 3.3 / A 10.7 / B NB 41.3 / D 42.1 / D 4.3 / A 26.8 / C SB 42.5 / D 34.1 / C 1.9 / A 11.3 / B Schaper Rd at O.M. Hwy Frontage Rd EB 6.4 / A 0.0 / A 3.7 / A 4.0 / A 1.5 / A WB 0.0 / A 0.0 / A 0.0 / A 0.0 / A NB 3.5 / A 1.9 / A 1.4 / A 2.2 / A SB 0.0 / A 0.4 / A 0.1 / A 0.4 / A Ottawa Ave at Schaper Rd EB 8.3 / A 5.0 / A 5.1 / A 3.5 / A WB NB 2.6 / A 0.0 / A 2.6 / A SB 0.0 / A 0.1 / A 0.1 / A The 2023 No Build traffic operations are comparable to the 2022 Existing conditions. In this scenario, background traffic is only added to the TH 55 through movements, so the intersections of Schaper Road at Olson Memorial Hwy Frontage Road and Schaper Road at Ottawa Avenue will operate nearly identically to the Existing scenario. TH 55 at Schaper Road operates similarly to the Existing scenario with only nominal additional intersection delay of less than one second. The low volume left and minor street through movements have some randomness to their delay times due to low sample size, which leads in some cases jumps in delay or for the Existing scenario to have worse individual turning movement delays compared to the 2023 No Build Scenario. From the video observations of the existing eastbound left queueing behavior during the Saturday peak hour, it was observed that occasionally not all of the eastbound left queue clears the intersection in a single cycle. This eastbound left queue behavior was also observed in the No Build 2023 SimTraffic Saturday scenario. In one case in the No Build 2023 PM SimTraffic scenario, a northbound through 144 Memorandum October 12, 2022 Page 23 vehicle prevented the free flow of permitted southbound left turning vehicles, leading to only 7 of 9 southbound left vehicles clearing the intersection before the light changed. No Build 2023 - TH 55 at Schaper Road Queue Length Summary  Weekday AM Peak Hour  Eastbound left-turn lane’s maximum queue length of 220 feet is accommodated by the available 305 feet of storage length.  Southbound shared through/left-turn lane’s maximum queue length of 95 feet is accommodated by the available 205 feet of storage length.  Northbound lane’s maximum queue length of 90 feet exceeds the available 30 feet of storage length. This means that drivers will queue at the stop signs of the frontage road intersection before entering the main northbound queue once the light turns green.  Weekday PM Peak Hour  Eastbound left-turn lane’s maximum queue length of 210 feet is accommodated by the available 305 feet of storage length.  Southbound shared through/left-turn lane’s maximum queue length of 200 feet is accommodated by the available 205 feet of storage length.  Northbound lane’s maximum queue length of 115 feet exceeds the available 30 feet of storage length. This means that drivers will queue at the stop signs of the frontage road intersection before entering the main northbound queue once the light turns green.  Saturday Peak Hour (10:15 – 11:15 AM)  Eastbound left-turn lane’s maximum queue length of 245 feet is accommodated by the available 305 feet of storage length.  Southbound shared through/left-turn lane’s maximum queue length of 140 feet is accommodated by the available 205 feet of storage length.  Northbound lane’s maximum queue length of 30 feet is accommodated by the available 30 feet of storage length. Overall, eastbound left and southbound left queues stay within the available storage for all 2023 No Build scenarios. 2023 Build Conditions The 2023 Build scenario analyzes the 2023 Build traffic, which includes the 2023 background traffic and expected traffic for proposed automobile dealership. The development trips were assigned to the network based on the trip generation and trip distribution for each intersection. Under this scenario no intersection geometric, control type, or signal timing changes were made. Table 6 shows a summary of the intersection operations analysis under the 2023 Build conditions. More detailed MOE table results are attached in Appendix B at the end of this memo in Table B3 and B8. 145 Memorandum October 12, 2022 Page 24 Table 6 – 2023 Build Traffic Operations (SimTraffic) Peak Hour Intersection Approach Delay (sec/veh / LOS) Left Thru Right Approach Delay Intersection Delay AM TH 55 at Schaper Rd (Signal) EB 66.2 / E 3.8 / A 0.5 / A 10.7 / B 12.7 / B WB 94.4 / F 12.3 / B 3.1 / A 12.1 / B NB 103.5 / F 98.9 / F 9.1 / A 56.6 / E SB 106.8 / F 64.5 / E 1.3 / A 30.8 / C Schaper Rd at O.M. Hwy Frontage Rd EB 5.7 / A 0.0 / A 2.6 / A 2.8 / A 1.9 / A WB 3.7 / A 0.0 / A 0.0 / A 3.7 / A NB 2.5 / A 1.9 / A 1.4 / A 2.1 / A SB 0.0 / A 0.2 / A 0.0 / A 0.2 / A Ottawa Ave at Schaper Rd/South Driveway EB 5.1 / A 6.3 / A 4.3 / A 5.3 / A 4.9 / A WB 0.0 / A 5.8 / A 0.0 / A 5.8 / A NB 1.8 / A 0.0 / A 0.0 / A 1.8 / A SB 0.0 / A 0.0 / A 0.1 / A 0.1 / A PM TH 55 at Schaper Rd (Signal) EB 107.7 / F 10.5 / B 1.0 / A 17.0 / B 17.3 / B WB 100.8 / F 9.8 / A 2.2 / A 10.9 / B NB 92.5 / F 85.6 / F 15.7 / B 59.7 / E SB 93.6 / F 69.6 / E 1.7 / A 31.3 / C Schaper Rd at O.M. Hwy Frontage Rd EB 10.5 / B 0.0 / A 4.1 / A 4.3 / A 2.4 / A WB 7.1 / A 0.0 / A 0.0 / A 7.1 / A NB 3.4 / A 2.6 / A 0.0 / A 2.9 / A SB 0.0 / A 0.5 / A 0.4 / A 0.5 / A Ottawa Ave at Schaper Rd/South Driveway EB 5.3 / A 5.4 / A 3.8 / A 5.2 / A 3.8 / A WB 0.0 / A 6.2 / A 0.0 / A 6.2 / A NB 2.1 / A 0.4 / A 0.0 / A 2.0 / A SB 0.0 / A 0.4 / A 0.1 / A 0.1 / A Saturday (10:15AM- 11:15 AM) TH 55 at Schaper Rd (Signal) EB 65.9 / E 4.4 / A 0.8 / A 29.0 / C 19.3 / B WB 51.1 / D 12.0 / B 4.8 / A 11.4 / B NB 31.9 / C 47.9 / D 3.7 / A 26.8 / C SB 43.4 / D 26.4 / C 2.0 / A 10.9 / B Schaper Rd at O.M. Hwy Frontage Rd EB 12.0 / B 0.0 / A 4.4 / A 5.1 / A 1.8 / A WB 0.0 / A 0.0 / A 0.0 / A 0.0 / A NB 4.3 / A 2.4 / A 1.3 / A 2.6 / A SB 0.0 / A 0.5 / A 0.1 / A 0.5 / A Ottawa Ave at Schaper Rd/South Driveway EB 11.7 / B 11.8 / B 8.0 / A 9.4 / A 6.0 / A WB 0.0 / A 7.5 / A 0.0 / A 7.5 / A NB 2.8 / A 0.0 / A 0.0 / A 2.8 / A SB 0.0 / A 0.0 / A 0.2 / A 0.2 / A The intersection of Schaper Road at Olson Memorial Hwy Frontage Road operates similarly to the No Build scenario, with only free movement northbound through and southbound through vehicles added from development trips. Nominal delay is added to the minor street approaches. Schaper Road at Ottawa Avenue continue to operate at LOS A overall with the addition of the development traffic and the site driveway as the new east leg of the intersection. The site driveway approach operates at LOS A for exiting vehicles. Entering vehicles operate at LOS A in the weekday scenarios and LOS B in the Saturday scenario. Maximum eastbound queues at Schaper Road at Ottawa Avenue increase from 100 feet to 180 feet during the Saturday peak hour. The eastbound queues are accommodated by Schaper Road but will spill back past the east access point of Schaper Park and the corresponding east commercial access point. Both access points are part of a pair of access points and would be low volume. This is unlikely to cause problems as the spillback is limited to the peak hour on Saturdays. 146 Memorandum October 12, 2022 Page 25 Overall, the TH 55 at Schaper Road intersection is comparable to the operations experienced in the No Build scenario. The intersection sees nominal increases in delay of around 2 seconds per vehicle in the AM and PM peak hours compared to the No Build scenario. Eastbound left turn and southbound left turns see increases in delay from the development volumes of 2-7 seconds per vehicle. The low volume left and minor street through movements have some randomness to their delay times due to low sample size, which leads in some cases for the No Build scenario to have worse individual turning movement delays compared to the build scenario. Saturday peak hour eastbound left-turn movements experience additional delay and increases to LOS E from LOS D. The intersection overall has an increase of 6 seconds per vehicle of delay and remains at LOS B. Build 2023 - TH 55 at Schaper Road Queue Length Summary  Weekday AM Peak Hour  Eastbound left-turn lane’s maximum queue length of 295 feet is accommodated by the available 305 feet of storage length.  Southbound shared through/left-turn lane’s maximum queue length of 105 feet is accommodated by the available 205 feet of storage length.  Northbound lane’s maximum queue length of 80 feet exceeds the available 30 feet of storage length. This means that drivers will queue at the stop signs of the frontage road intersection before entering the main northbound queue once the light turns green.  Weekday PM Peak Hour  Eastbound left-turn lane’s maximum queue length of 285 feet is accommodated by the available 305 feet of storage length.  Southbound shared through/left-turn lane’s maximum queue length of 220 feet exceeds the available 205 feet of storage length. This means that the queue will extend into or past the Olson Memorial Hwy Frontage Road intersection and may block eastbound left, eastbound through, and northbound left vehicles at the intersection when queues are at their longest.  Northbound lane’s maximum queue length of 100 feet exceeds the available 30 feet of storage length. This means that drivers will queue at the stop signs of the frontage road intersection before entering the main northbound queue once the light turns green.  Saturday Peak Hour (10:15 – 11:15 AM)  Eastbound left-turn lane’s maximum queue length of 390 feet exceeds the available 305 feet of storage length. However, an 8-12 feet wide taper area extends another 90 feet for a total queueing area of approximately 395. Therefore, the analysis and video observations do not show the maximum queue lengths blocking the through moving traffic on eastbound TH 55.  Southbound shared through/left-turn lane’s maximum queue length of 165 feet is accommodated by the available 205 feet of storage length.  Northbound lane’s maximum queue length of 40 feet exceeds the available 30 feet of storage length. This means that drivers will queue at the stop signs of the frontage road intersection before entering the main northbound queue once the light turns green. Ultimately, the 2023 Build operations are nominally impacted by the proposed development compared to the 2023 No Build scenario. The southbound queue length at the TH 55 at Schaper Road intersection does begin to exceed the available storage length and may block traffic entering from Olson Memorial Hwy Frontage Road for an incremental amount of time during the weekday PM peak hour. It is recommended to monitor this potential concern after development occurs. 147 Memorandum October 12, 2022 Page 26 2033 No Build Conditions The 2033 background traffic analysis reviews the existing conditions, geometrics, and control of the network with the 2033 forecasted background traffic volumes. Table 7 shows a summary of the intersection operations analysis under the 2033 No Build conditions. More detailed MOE table results are attached in Appendix B at the end of this memo in Table B4 and B9. Table 7 – 2033 No Build Traffic Operations (SimTraffic) Peak Hour Intersection Approach Delay (sec/veh / LOS) Left Thru Right Approach Delay Intersection Delay AM TH 55 at Schaper Rd (Signal) EB 64.4 / E 3.8 / A 0.4 / A 8.7 / A 11.1 / B WB 114.0 / F 11.5 / B 2.1 / A 12.1 / B NB 102.0 / F 107.8 / F 9.3 / A 62.6 / E SB 94.5 / F 86.3 / F 1.2 / A 30.3 / C Schaper Rd at O.M. Hwy Frontage Rd EB 6.0 / A 3.8 / A 2.5 / A 2.8 / A 2.0 / A WB 4.0 / A 0.0 / A 0.0 / A 4.0 / A NB 2.3 / A 1.8 / A 0.8 / A 2.0 / A SB 0.0 / A 0.2 / A 0.0 / A 0.2 / A Ottawa Ave at Schaper Rd EB 5.2 / A 3.3 / A 3.3 / A 2.8 / A WB NB 1.8 / A 0.0 / A 1.8 / A SB 0.0 / A 0.1 / A 0.1 / A PM TH 55 at Schaper Rd (Signal) EB 100.5 / F 9.6 / A 0.7 / A 13.3 / B 14.6 / B WB 97.0 / F 8.0 / A 1.6 / A 9.1 / A NB 91.7 / F 100.1 / F 16.3 / B 61.4 / E SB 95.1 / F 91.1 / F 1.6 / A 35.4 / D Schaper Rd at O.M. Hwy Frontage Rd EB 6.4 / A 0.0 / A 3.8 / A 3.9 / A 2.5 / A WB 7.2 / A 0.0 / A 0.0 / A 7.2 / A NB 3.0 / A 2.0 / A 0.0 / A 2.6 / A SB 0.0 / A 0.5 / A 0.0 / A 0.5 / A Ottawa Ave at Schaper Rd EB 4.6 / A 2.7 / A 3.7 / A 1.9 / A WB NB 2.0 / A 0.6 / A 1.9 / A SB 0.0 / A 0.1 / A 0.1 / A Saturday (10:15AM- 11:15 AM) TH 55 at Schaper Rd (Signal) EB 41.3 / D 3.6 / A 0.6 / A 15.6 / B 13.2 / B WB 48.8 / D 11.4 / B 3.1 / A 11.0 / B NB 35.5 / D 41.0 / D 4.2 / A 25.2 / C SB 41.0 / D 33.2 / C 1.9 / A 11.2 / B Schaper Rd at O.M. Hwy Frontage Rd EB 7.0 / A 0.0 / A 3.9 / A 4.2 / A 1.5 / A WB 0.0 / A 0.0 / A 0.0 / A 0.0 / A NB 3.5 / A 1.8 / A 1.1 / A 2.1 / A SB 0.0 / A 0.4 / A 0.1 / A 0.4 / A Ottawa Ave at Schaper Rd EB 10.5 / B 5.1 / A 5.2 / A 3.5 / A WB NB 2.5 / A 0.0 / A 2.5 / A SB 0.0 / A 0.1 / A 0.1 / A The 2033 No Build scenario operates similarly to the 2023 No Build scenario. Since only through movement TH 55 background traffic was added in this scenario, the intersections of Schaper Road at Olson Memorial Hwy Frontage Road and Schaper Road at Ottawa Avenue operate similarly to the 2023 No Build scenario. 148 Memorandum October 12, 2022 Page 27 TH 55 at Schaper Road has nominal increases in delay for the low volume minor street and left turning movements, but the overall intersection delay stays the same or decreases due to a higher number of through vehicles. No Build 2033 - TH 55 at Schaper Road Queue Length Summary  Weekday AM Peak Hour  Eastbound left-turn lane’s maximum queue length of 235 feet is accommodated by the available 305 feet of storage length.  Southbound shared through/left-turn lane’s maximum queue length of 95 feet is accommodated by the available 205 feet of storage length.  Northbound lane’s maximum queue length of 95 feet exceeds the available 30 feet of storage length. This means that drivers will queue at the stop signs of the frontage road intersection before entering the main northbound queue once the light turns green.  Weekday PM Peak Hour  Eastbound left-turn lane’s maximum queue length of 195 feet is accommodated by the available 305 feet of storage length.  Southbound shared through/left-turn lane’s maximum queue length of 215 feet exceeds the available 205 feet of storage length. This means that the queue will extend into or past the Olson Memorial Hwy Frontage Road intersection and may block eastbound left, eastbound through, and northbound left vehicles at the intersection when queues are at their longest.  Northbound lane’s maximum queue length of 105 feet exceeds the available 30 feet of storage length. This means that drivers will queue at the stop signs of the frontage road intersection before entering the main northbound queue once the light turns green.  Saturday Peak Hour (10:15 – 11:15 AM)  Eastbound left-turn lane’s maximum queue length of 245 feet is accommodated by the available 305 feet of storage length.  Southbound shared through/left-turn lane’s maximum queue length of 135 feet is accommodated by the available 205 feet of storage length.  Northbound lane’s maximum queue length of 30 feet is accommodated by the available 30 feet of storage length. Overall, the 2033 No Build scenario operates similarly to the 2023 No Build and Existing scenarios. The southbound maximum queue length at the TH 55 at Schaper Road intersection does begin to exceed the available storage length and may block traffic entering from Olson Memorial Hwy Frontage Road for an incremental amount of time during the weekday PM peak hour. 2033 Build Conditions The 2033 Build scenario analyzes the 2033 build traffic, which includes the 2033 background traffic and expected traffic for proposed automobile dealership. The development trips were assigned to the network based on the trip generation and trip distribution for each intersection. Under this scenario no intersection geometric, control type, or signal timings changes were made. This scenario represents a 10-year horizon year from the 2023 year of opening of the development. Table 8 shows a summary of the intersection operations analysis under the 2033 Build conditions. More detailed MOE table results are attached in Appendix B at the end of this memo in Table B5. 149 Memorandum October 12, 2022 Page 28 Table 8 – 2033 Build Traffic Operations (SimTraffic) Peak Hour Intersection Approach Delay (sec/veh / LOS) Left Thru Right Approach Delay Intersection Delay AM TH 55 at Schaper Rd (Signal) EB 67.0 / E 4.1 / A 0.5 / A 10.8 / B 12.8 / B WB 137.3 / F 12.5 / B 3.0 / A 12.7 / B NB 108.2 / F 93.7 / F 10.5 / B 58.8 / E SB 103.3 / F 60.4 / E 1.3 / A 30.1 / C Schaper Rd at O.M. Hwy Frontage Rd EB 7.3 / A 5.5 / A 2.6 / A 3.0 / A 1.9 / A WB 3.7 / A 0.0 / A 0.0 / A 3.7 / A NB 2.3 / A 1.8 / A 2.1 / A 2.0 / A SB 0.0 / A 0.2 / A 0.0 / A 0.2 / A Ottawa Ave at Schaper Rd/South Driveway EB 5.7 / A 6.2 / A 4.1 / A 5.3 / A 4.8 / A WB 0.0 / A 5.9 / A 0.0 / A 5.9 / A NB 1.7 / A 0.0 / A 0.0 / A 1.7 / A SB 0.0 / A 0.0 / A 0.1 / A 0.1 / A PM TH 55 at Schaper Rd (Signal) EB 109.4 / F 10.9 / B 1.0 / A 17.0 / B 17.5 / B WB 105.8 / F 10.0 / B 2.4 / A 11.0 / B NB 85.6 / F 94.9 / F 17.7 / B 57.1 / E SB 99.1 / F 69.0 / E 1.7 / A 34.0 / C Schaper Rd at O.M. Hwy Frontage Rd EB 7.9 / A 0.0 / A 4.6 / A 4.7 / A 2.7 / A WB 8.3 / A 0.0 / A 0.0 / A 8.3 / A NB 3.4 / A 2.4 / A 0.0 / A 2.8 / A SB 0.0 / A 1.2 / A 0.6 / A 1.2 / A Ottawa Ave at Schaper Rd/South Driveway EB 5.4 / A 5.1 / A 3.6 / A 5.1 / A 3.8 / A WB 0.0 / A 6.2 / A 0.0 / A 6.2 / A NB 2.2 / A 0.2 / A 0.0 / A 2.1 / A SB 0.0 / A 0.4 / A 0.2 / A 0.2 / A Saturday (10:15AM- 11:15 AM) TH 55 at Schaper Rd (Signal) EB 79.7 / E 4.6 / A 0.7 / A 33.7 / C 21.5 / C WB 58.9 / E 12.5 / B 4.4 / A 11.9 / B NB 33.0 / C 44.7 / D 3.5 / A 23.9 / C SB 40.2 / D 26.9 / C 2.1 / A 10.6 / B Schaper Rd at O.M. Hwy Frontage Rd EB 11.5 / B 0.0 / A 4.2 / A 4.8 / A 1.7 / A WB 0.0 / A 0.0 / A 0.0 / A 0.0 / A NB 4.2 / A 2.3 / A 1.6 / A 2.5 / A SB 0.0 / A 0.5 / A 0.1 / A 0.5 / A Ottawa Ave at Schaper Rd/South Driveway EB 12.3 / B 12.1 / B 8.5 / A 9.8 / A 6.2 / A WB 0.0 / A 7.7 / A 0.0 / A 7.7 / A NB 2.8 / A 0.0 / A 0.0 / A 2.8 / A SB 0.0 / A 0.0 / A 0.2 / A 0.2 / A The intersection of Schaper Road at Olson Memorial Hwy Frontage Road operates similarly to the No Build scenario, with only free movement northbound through and southbound through vehicles added from development trips. Nominal delay is added to the minor street approaches. Schaper Road at Ottawa Avenue continue to operate at LOS A overall with the addition of the development traffic and the site driveway as the new east leg of the intersection. The site driveway approach operates at LOS A for exiting vehicles. Entering vehicles operate at LOS A in the weekday scenarios and LOS B in the Saturday scenario. Maximum eastbound queues at Schaper Road at Ottawa Avenue increase from 100 feet to 195 feet during the Saturday peak hour. The eastbound queues are accommodated by Schaper Road but will spill back past the east access point of Schaper Park and the corresponding east commercial access point. Both access points are part of a pair of access points and would be low volume. This is unlikely to cause problems as the spillback is limited to the peak hour on Saturdays. 150 Memorandum October 12, 2022 Page 29 Overall, the intersection of TH 55 at Schaper Road experiences nominal increase in delay of 2-3 seconds per vehicle in the AM and PM peak hours. Eastbound left turn and southbound left turns experience an increase in delay of 2-9 seconds per vehicle. Saturday peak hour eastbound left and westbound left turning movements experience additional delay and increase to LOS E from LOS D. The intersection overall has an increase of 8 seconds per vehicle of delay and operates at LOS C, which increased from LOS B in the No Build 2033 Scenario. Build 2033 - TH 55 at Schaper Road Queue Length Summary  Weekday AM Peak Hour  Eastbound left-turn lane’s maximum queue length of 325 feet exceeds the available 305 feet of storage length. However, an 8-12 feet wide taper area extends another 90 feet for a total queueing area of approximately 395 feet. Therefore, the analysis and video observations do not show the maximum queue lengths blocking the through moving traffic on eastbound TH 55.  Southbound shared through/left-turn lane’s maximum queue length of 100 feet is accommodated by the available 205 feet of storage length.  Northbound lane’s maximum queue length of 85 feet exceeds the available 30 feet of storage length. This means that drivers will queue at the stop signs of the frontage road intersection before entering the main northbound queue once the light turns green.  Weekday PM Peak Hour  Eastbound left-turn lane’s maximum queue length of 295 feet is accommodated by the available 305 feet of storage length.  Southbound shared through/left-turn lane’s maximum queue length of 225 feet exceeds the available 205 feet of storage length. This means that the queue will extend into or past the Olson Memorial Hwy Frontage Road intersection and may block eastbound left, eastbound through, and northbound left vehicles at the intersection when queues are at their longest.  Northbound lane’s maximum queue length of 105 feet exceeds the available 30 feet of storage length. This means that drivers will queue at the stop signs of the frontage road intersection before entering the main northbound queue once the light turns green.  Saturday Peak Hour (10:15 – 11:15 AM)  Eastbound left-turn lane’s maximum queue length of 480 feet exceeds the available 305 feet of storage length. However, an 8-12 feet wide taper area extends another 90 feet for a total queueing area of approximately 395 feet. This still does not accommodate a maximum queue of 480 feet. Therefore, the maximum queue lengths would spill into the through lanes and block through moving traffic on eastbound TH 55.  Southbound shared through/left-turn lane’s maximum queue length of 145 feet is accommodated by the available 205 feet of storage length.  Northbound lane’s maximum queue length of 40 feet exceeds the available 30 feet of storage length. This means that drivers will queue at the stop signs of the frontage road intersection before entering the main northbound queue once the light turns green. Ultimately, the 2033 Build operations are nominally impacted by the proposed development compared to the 2033 No Build scenario. The southbound queue length at the TH 55 at Schaper Road intersection does begin to exceed the available storage length and may block traffic entering from Olson Memorial Hwy Frontage Road for an incremental amount of time during the weekday PM peak hour and Saturday peak hour. Additionally, substantial maximum queue lengths are observed for the westbound left-turn lane at TH 55 at Schaper Road during the Saturday peak hour build scenario. However, this analysis included several conservative steps. Notably, the analysis assumes that the busiest hour of the proposed car dealership 151 Memorandum October 12, 2022 Page 30 will coincide with the existing peak hour of the adjacent roadway. Additionally, the new trips from the proposed development are expected to be lower than the rates provided by the ITE Trip Generation Manual. It is recommended to monitor these potential queueing concerns after development occurs. From the video footage of the existing eastbound left queueing behavior during the Saturday peak hour, it was occasionally observed that not all the eastbound left-turn queue clears the intersection in a single cycle. This eastbound left queue behavior was also observed in the SimTraffic Build 2033 Saturday scenario. In one case where a long queue was observed, 10 out of 12 eastbound left turning vehicles cleared the intersection before the red arrow. SUMMARY AND RECOMMENDATIONS General Findings  Video Observations of Existing Conditions  During the weekday peak hours, traffic video review of the eastbound left and southbound left queues at TH 55 at Schaper Road revealed that queues stay within the available queue storage for both turning movements in both peak hours.  During the Saturday peak hour, the maximum eastbound left-turn queue was measured to be 305 feet which is the length of the current available storage. When queues exceed 7 vehicles in length, approximately 1-2 vehicles do not always clear the intersection during one cycle.  During the Saturday peak hour, drivers were observed running the red arrow at the end of the protected eastbound left-turn phase. This was specifically hazardous when a motorcyclist was observed going around a compliant/stopped vehicle to run the red arrow. This safety hazard could be alleviated by increasing the green time for the eastbound left phase on TH 55.  The operational analysis represents a worst-case scenario as the analysis included several conservative assumptions:  The ITE Trip Generation of an automobile dealership represents a traditional automobile dealership with test driving and on-site maintenance services. It is assumed that the trip generation rates are a conservative approach when completing the build operations analyses.  The Saturday peak hour scenario assumes that the busiest hour of the proposed car dealership will coincide with the existing Saturday peak hour of the adjacent roadway, which is largely driven by the nearby Room and Board Outlet store.  Signal timings for the Build scenarios were not altered from the existing timings. During the Saturday peak hour adding a small amount of green time to the eastbound left turning phase could alleviate much of the queueing that builds up as the queues do not completely clear the intersection each cycle.  The Build scenarios show a nominal increase in delay compared to the No Build scenarios, with the highest impact occurring at TH 55 at Schaper road with minor street turning movements and left turn movements seeing higher increases in delay. Many of these turning movements are low volume and already operate with LOS E or F, primarily due to the 220 second maximum cycle length prioritizing mainline through traffic on TH 55.  Maximum queue lengths at TH 55 at Schaper Road for the eastbound left turn lane exceed the available storage length during the 2023 Saturday peak hour and the 2033 AM and Saturday peak hour build scenarios.  Maximum queue lengths at TH 55 at Schaper Road for the southbound left turn lane exceed the available storage length during the 2023 and 2033 PM Build scenarios. 152 Memorandum October 12, 2022 Page 31  Schaper Road at Olson Memorial Hwy Frontage Road saw nominal delay increases due to the development traffic. Overall intersection delay was within one second of the No Build scenarios.  Schaper Road at Ottawa Avenue saw nominal delay increases. The eastbound queues during the Saturday peak hour extend from 100 feet in the 2033 No Build scenario to 195 feet in the 2033 Build scenario. These additional queue lengths may extend past the easterly Schaper Park/commercial driveway for a small amount of time but is not expected to impact operations on Schaper Road.  The north driveway of the car development on Ottawa Avenue was not modeled due to the nominal traffic demand on Ottawa Avenue north of Schaper Road. The driveway is assumed to operate acceptably and have minimal impact to the public street network. Recommendations  Under existing Saturday peak hour conditions at the TH 55 at Schaper Road intersection, approximately 1-2 vehicles do not clear the eastbound left-turn queue in one cycle and drivers are observed running the red light at the end of the eastbound left-turn phase. It is recommended that the protected left-turn phase be extended slightly to address the demand and observed safety concerns.  Due to the conservative methodology of the analysis, it is not expected that queue lengths will be as severe as the operations suggest. Therefore, after the proposed car development occurs, it is recommended that the City monitors potential queueing concerns of the eastbound left and southbound left lanes at TH 55 at Schaper Road.  If queues regularly exceed the available storage length, additional signal timing updates could be made to the protected left-turn phases while maintaining MnDOT’s cycle lengths and coordinated timings on TH 55.  If observations match the estimated maximum queue lengths shown in the build operations, the eastbound left-turn storage length at TH 55 at Schaper Road may need to be extended from 305 feet to 480 feet. The planned MnDOT 2025 Mill and Overlay project on TH 55 in the project area could be a good opportunity to have the turn lane extended. Appendix: A. 2022 Turning Movement Counts B. MOE Tables LJ c: R.J. Kakach – Assistant City Engineer, City of Golden Valley x:\fj\g\goldv\169195\8-planning\87-rpt-stud\car dealership tis_10122022.docx 153 Attachment A 2022 Turning Movement Counts 154 Location: Count Date: Counted By: Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Int. Total 6:00 2 0 4 0042 1 0000010 48 00 107 6:15 1 0 4 0045 3 0001 0 14 83 1 0 152 6:30 7 1 4 0058 3 0 2 00011 93 00 179 6:45 5 0 6 0 1702 0 110012 127 4 0 229 7:00 5 0 6 0063 3 00110 15 133 3 0 230 7:15 4 1 8 0 1904 001 0020 186 6 0 321 7:30 5 0 13 0 1822 0 1120 18 266 10 0 401 7:45 5 1 11 0 1898 0 3240 28 361 11 0 524 8:00 4 1 13 0 2 109 7 0 3330 27 369 5 0 546 8:15 6 3 16 0 2967 0 1 0 6 0 38 317 6 0 498 8:30 3 2 11 0 1884 0 3320 39 272 13 0 441 8:45 5 0 21 0 1997 0 1110 22 264 17 1 439 9:00 5 1 16 0 1916 0 6150 32 187 19 0 370 9:15 0 2120 2632 0 4350 30 131 10 0 264 9:30 12 1 16 0 1726 0 5 00022 138 7 0 280 9:45 7 0 17 0 3802 0 3150 17 110 5 0 250 10:00 8 0 20 0 3644 0 4120 20 112 1 0 239 10:15 7 1 10 0 1726 0 6320 17 96 5 0 226 10:30 4 1 25 0 2923 0 8120 11 94 11 0 254 10:45 2 2 17 0 5843 0 3130 18 83 10 0 231 11:00 6 4 29 0 3929 0 3240 13 75 2 0 242 11:15 3 1 22 0 1914 1 6 0 2 0 22 113 5 0 270 11:30 7 3 19 0 2 100 3 0 3120 21 97 8 0 266 11:45 7 2 24 0 4100415330 16 131 8 0 307 12:00 3 3 37 0 3 114 5 0 11 2 2 0 14 125 8 0 327 12:15 7 4 17 0 2 123 7 0 8530 39 138 10 0 363 12:30 8 1 32 0 2 103 2 0 8350 21 142 7 0 334 12:45 8 3 21 0 6 106 4 0 6260 19 142 11 0 334 13:00 10 2 27 0 1 124 6 0 3310 28 133 9 0 347 13:15 5 0 12 0 4949 0 5310 24 137 9 0 303 13:30 6 1 11 0 1105516230 25 129 12 1 306 13:45 6 0 33 00104 3 0 4430 26 136 6 0 325 14:00 4 1 29 0 5 144 8 0 6160 18 142 3 2 367 14:15 6 0 19 0 2 128 8 0 5220 15 149 6 0 342 14:30 11 2 28 0 2 108 10 0 5140 20 160 4 0 355 14:45 16 1 36 0 3 120 3 0 9450 30 205 6 0 438 15:00 16 0 35 0 1 142 12 0 5180 24 211 9 0 464 15:15 13 2 39 00157 3 0 10 0 1 0 23 273 3 0 524 15:30 11 2 34 0 2 162 15 0 4740 20 318 4 0 583 15:45 9 2 37 0 2 182 6 0 5 0 7 0 24 315 2 0 591 16:00 22 2 39 0 3 232 12 0 5270 19 333 6 0 682 16:15 12 2 37 0 5 251 4 0 6 0 8 0 17 371 3 0 716 16:30 23 6 56 0 3 219 3 0 3350 14 402 1 0 738 16:45 15 9 37 0 4 220 9 0 4270 20 322 5 0 654 17:00 13 4 36 0 3 238 6 0 10 2 4 0 22 405 6 0 749 17:15 14 1 25 0 5209714570 27 442 7 0 753 17:30 5 2 23 0 4 180 12 0 3450 19 355 3 0 615 17:45 6 2 21 0 2 140 4 0 2170 23 329 3 0 540 18:00 7 4 27 0 2117214270 13 238 2 0 425 18:15 5 0 20 0 1 118 3 0 1330 8 132 4 1 298 18:30 6 0 14 00102 6 00120 9 139 4 0 283 18:45 5 1 13 0 1885 0 4130 11 107 1 0 240 Total 392 84 1139 0 107 6062 282 5 217 96 181 0 1065 10316 321 5 20262 Cars+ 375 83 1110 0 107 5907 273 4 212 92 177 0 1036 10024 309 0 19705 Trucks171290015591544029292125 557 4.3 1.2 2.5 0.0 0.0 2.6 3.2 20.0 2.3 4.2 2.2 0.0 2.7 2.8 3.7 100.0 2.72.9 2.5 2.6 2.8 Southbound Westbound Northbound Eastbound All Vehicles % Trucks TH 55 at Schaper Rd, 08252022, 0600-1900 8/25/2022 Countcloud TURNING MOVEMENT COUNT DATA Schaper Rd TH 55 Schaper Rd TH 55 155 Location: Count Date: Counted By: Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Int. Total 6:00 1 1 2 00710000041900 35 6:15 0 120017 2 0000031500 40 6:30 1 0 3 0029 00000012400 58 6:45 1 0 1 0025 1 000003432 0 76 7:00 1 1 7 0032 1 0000023300 77 7:15 4 000035 1 0000034900 92 7:30 2 0 7 0 1353 0 1 0 2 0 4421 0 98 7:45 1 0 6 0041 2 000005584 0 117 8:00 2 1 4 0 1394 0 3 0 1 0 94900 113 8:15 2 1 5 0 1411 0002 0 14 55 00 122 8:30 7 0 7 0047 1 00120 15 68 1 0 149 8:45 2 1 5 0 2742 0001 0 17 73 00 177 9:00 3 2 7 0061 1 0 1 0 1 0 30 69 1 0 176 9:15 2 1 10 0 1575 0 3 0 1 0 44 94 00 218 9:30 1 0 7 0 185170 1130 63 84 2 0 265 9:45 8 1 10 0 184180 5420 75 104 6 0 318 10:00 10 0 27 0 178130 270077 117 5 0 337 10:15 16 0 71 0 3801400210 64 99 00 350 10:30 21 3 74 0090 11 0 1110 59 114 2 0 377 10:45 20 4 79 0 2808 001 0042 112 4 0 352 11:00 22 3 64 0 1999 0 2 0 2 0 51 93 5 0 351 11:15 25 0 67 0 293100 3210 44 120 4 0 371 11:30 14 4 46 0 1928 0 1110 32 101 4 0 305 11:45 12 0 48 00103 9 0 4262349280 318 12:00 9 3 48 0087 13 1 2 00030 135 4 0 331 12:15 17 1 48 0 2 119 13 0 2320 40 124 3 0 374 12:30 4 2 44 0 1 119 10 0 3 0 1 0 42 123 00 349 12:45 15 1 36 0 11067121614511410 335 13:00 18 1 40 0 1 119 8 0 3120 42 112 1 1 348 13:15 13 1 43 0 1926 0 2 0 1 0 39 134 1 0 333 13:30 11 2 44 0081 6 0 1120 35 148 3 0 334 13:45 8 2 35 0 1805 0004 0 31 135 2 0 303 14:00 7 1 47 0 1 105 8 0 3210 33 118 1 0 327 14:15 9 1 34 0089 8 0 2110 35 117 2 0 299 14:30 14 1 30 0 1838 0 1120 26 128 00 295 14:45 5 0 27 0 1734 00110 32 95 00 239 15:00 4 2 22 0059 7 0 1120 30 119 00 247 15:15 10 1 31 0 1899 00230 23 136 1 0 306 15:30 5 1 25 0087 2 00230 17 100 00 242 15:45 5 2 32 0088 3 0 1 0 2 0 21 95 00 249 16:00 6 1 19 0 1945 1 1 00013 106 1 1 247 16:15 9 1 25 0089 5 002 0015 113 1 0 260 16:30 3 3 22 0 2 100 2 0 3 0 2 0 11 102 1 0 251 16:45 10 1 13 0 1753 00140 11 109 00 228 17:00 3 0 17 0086 11 00220 17 113 1 0 252 17:15 8 1 16 0085 2 00410 7 103 1 0 228 17:30 4 1 11 0 2953 0 120010 102 2 0 233 17:45 3 0 7 0 1783 0 1 0 4 0 9893 0 198 18:00 3 3 8 0 168001 0 2 0 9764 0 175 18:15 4 0 7 0065 1 001 009771 0 165 18:30 1 0 9 0 1581 0002 0 36600 141 18:45 2 0 9 0068 2 0001 0 56800 155 Total 388 57 1308 0 38 3861 297 3 57 50 78 3 1335 4784 83 2 12336 Cars+ 384 56 1301 0 38 3828 295 3 57 50 78 3 1324 4736 83 1 12230 Trucks4170033200000114801 106 1.0 1.8 0.5 0.0 0.0 0.9 0.7 0.0 0.0 0.0 0.0 0.0 0.8 1.0 0.0 50.0 0.90.7 0.8 0.0 1.0 Southbound Westbound Northbound Eastbound All Vehicles % Trucks TH 55 at Schaper Rd, 08272022, 0600-1900 8/27/2022 Countcloud TURNING MOVEMENT COUNT DATA Schaper Rd TH 55 Schaper Rd TH 55 156 Location: Count Date: Counted By: Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Int. Total 6:00 00002 0005700004 0 18 6:15 0 1 0000006600004 0 17 6:30 1 1 001 00078001 0 8 0 27 6:45 0 3110000611001 0 9 0 31 7:00 0 4 000000711001 0 7 0 30 7:15 0 5 000000618001 0 7 0 37 7:30 0 1 000000515002 0 18 0 41 7:45 0 410000013 19 001 0 12 0 50 8:00 0 410000020 22 0011160 65 8:15 0 8 00000019 22 1 0 2 0 16 0 68 8:30 0 310 1 00023 19 001 0 10 0 58 8:45 0 910000015 15 1 0 2 0 17 0 60 9:00 0 710 2 00015 22 1 0 2 0 13 0 63 9:15 0 5 00000014 17 000010 0 46 9:30 0 9 001 00015 13 003 0 17 0 58 9:45 0 11 1 0 2 0007100001110 43 10:00 0 17 2 0000012 11 0031120 58 10:15 0 6 002 00016 10 00009 0 43 10:30 0 7 00000047002 0 21 0 41 10:45 0 930000015 8 0021150 53 11:00 0 19 1 0 2 00010 11 1 0 2 0 15 0 61 11:15 0 840 1 00116101 00018 0 58 11:30 0 12 3 0 2 0009110001130 51 11:45 0 1212100181230 4 0 21 0 62 12:00 0 2941400013 6 001 0 11 0 68 12:15 0 12 002 00023 24 001 0 12 0 74 12:30 0 17 002 00014 10 2 0 2 0 25 0 72 12:45 0 14 4 0000015 12 005 0 16 0 66 13:00 0 16 1 0 2 00018 17 001 0 22 0 77 13:15 0 5 002 00018 19 001 0 9 0 54 13:30 0 610001 0 14 14 002 0 13 0 51 13:45 0 14 2 0 6 0 1 0 15 10 001 0 19 0 68 14:00 0 10 1 0 4 00012 11 1 2 2 0 21 0 62 14:15 0 12 3 0 210015 12 000011 0 56 14:30 0 26 2 0 1 00011 18 001 0 13 0 72 14:45 0 33 1 0 3 00015 14 001 0 19 0 86 15:00 0 23 1 0 210014 24 003 0 24 0 92 15:15 0 28 3 0 1 00619100012240 88 15:30 0 24 4 0 2 00025 13 001 0 22 0 91 15:45 0 21 3 0 2 00019 9 000029 0 83 16:00 0 26 0 1300122110011310 95 16:15 0 31 1 0000011 10 000024 0 77 16:30 0 42 001 00015 4 002 0 39 0 103 16:45 0 23 2 0 2 00017 7 000036 0 87 17:00 0 20 1 0 1 00021 13 001 0 34 0 91 17:15 0 2121300018 20 000014 0 78 17:30 0 16 00000021 14 003 0 14 0 68 17:45 0 14 000001197 002 0 17 0 59 18:00 0 12 3 2 0001114 001 0 23 0 54 18:15 0 810 3 00084002 0 15 0 41 18:30 0 4 00000011 9 001 0 17 0 42 18:45 0 11 002 0009800004 0 34 Total 1 683 61 8 67 2 2 11 716 649 11 2 67 8 861 0 3128 Cars+ 1 653 58 6 65 2 2 3 707 618 11 0 64 7 848 0 3036 Trucks0303220089310231130 92 0.0 4.4 4.9 25.0 3.0 0.0 0.0 72.7 1.3 4.8 0.0 100.0 4.5 12.5 1.5 0.0 2.94.4 2.8 2.9 1.8 Southbound Westbound Northbound Eastbound All Vehicles % Trucks Schaper Rd at Frontage Rd, 08252022, 0600-1900 8/25/2022 Countcloud TURNING MOVEMENT COUNT DATA Schaper Rd Driveway Schaper Rd Frontage Rd 157 Location: Count Date: Counted By: Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Int. Total 6:00 0 110 2 0 1 0001 0001 0 7 6:15 00001 0001300002 0 7 6:30 0 1 0000001 000002 0 4 6:45 0 1 0000001300001 0 6 7:00 0 6 0000001100003 0 11 7:15 0 2 0000004 000002 0 8 7:30 0 3 0000002400006 0 15 7:45 0 1 00000006 00006 0 13 8:00 0 220000031000005 0 22 8:15 0 3 00000061000004 0 23 8:30 0 2 000000611002 0 12 0 33 8:45 0 4 00000061100006 0 27 9:00 0 5 000000425001 0 5 0 40 9:15 0 8 00000054300005 0 61 9:30 0 3 00000087100006 0 88 9:45 0 11 00000014 80 002 0 8 0 115 10:00 0 29 00000012 84 0011130 140 10:15 0 68 2 0000013 64 1 0 2 0 15 0 165 10:30 0 77 2 0000016 55 001 0 23 1 174 10:45 0 86 1 00000644003 0 15 0 155 11:00 0 79 2 1 000010 52 1 0 1 0 10 0 155 11:15 0 72 001 00013 40 001 0 18 0 145 11:30 0 53 1 0 1 000537001 0 11 0 109 11:45 0 49 2 0 1 0021232001 0 10 0 107 12:00 0 52321000438003 0 9 0 110 12:15 0 53 2 0000010 47 002 0 10 0 124 12:30 0 39 00000010 42 00009 0 100 12:45 0 41 2 1 00011536000011 0 105 13:00 0 48 4 00000940003 0 12 0 116 13:15 0 39 3 0 1 00013 30 002 0 15 0 103 13:30 0 38 2 0 1 00012 33 000018 0 104 13:45 0 35 3 0 1 00010 21 3 0 2 0 11 0 86 14:00 0 38 2 0 8 00011 26 001 0 10 0 96 14:15 0 23 2 0000013 32 000022 0 92 14:30 0 31 1 0 2 00011 23 000010 0 78 14:45 0 20 1 1 000014 22 004 0 14 0 75 15:00 0 16 2 0 2 00014 23 001 0 11 0 69 15:15 0 26 2 001 0012 19 002 0 13 0 75 15:30 0 24 1 0000012 11 001 0 7 0 56 15:45 0 24 1 0 1 00010 11 0001130 61 16:00 0 14211001135 003 0 13 0 51 16:15 0 20 2 0 1 00020 5 000010 0 58 16:30 0 16 002 00074001 0 8 0 38 16:45 0 7 001 00076000015 0 36 17:00 0 910000014 12 1 0 2 0 11 0 50 17:15 0 16 00000011 3 000010 0 40 17:30 0 91000008700007 0 32 17:45 0 310000076001 0 7 0 25 18:00 0 6 00000035000010 0 24 18:15 0 3 001 0007300005 0 19 18:30 0 3 002 0002200006 0 15 18:45 0 1 001 0004300008 0 17 Total 0 1220 51 6 32 1 1 4 432 1201 7 0 44 2 494 1 3485 Cars+ 0 1208 51 2 32 1 1 4 429 1192 7 0 43 2 493 1 3459 Trucks01204000039001010 26 0.0 1.0 0.0 66.7 0.0 0.0 0.0 0.0 0.7 0.7 0.0 0.0 2.3 0.0 0.2 0.0 0.70.9 0.0 0.7 0.4 Southbound Westbound Northbound Eastbound All Vehicles % Trucks Schaper Rd at Frontage Rd, 08272022, 0600-1900 8/27/2022 Countcloud TURNING MOVEMENT COUNT DATA Schaper Rd Driveway Schaper Rd Frontage Rd 158 Location: Count Date: Counted By: Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Int. Total 6:00 000000000000004 0 4 6:15 000000002 0004 0 4 0 10 6:30 001 000001 0001 0 3 0 6 6:45 002 000001 0004 0 3 0 10 7:00 002 000003 000005 0 10 7:15 001 000003 0001 0 11 0 16 7:30 0000000000001 0 16 0 17 7:45 002 0000000001 0 11 0 14 8:00 003 0000000002 0 20 0 25 8:15 003 000001 0001 0 13 0 18 8:30 001 000003 0002 0 12 0 18 8:45 005 000001 0001 0 19 0 26 9:00 002 000004 0004 0 20 0 30 9:15 002 000002 0002 0 8 0 14 9:30 0 11000001 0003 0 41 10 9:45 003 000001100003 0 8 10:00 004 0000000001 0 2 0 7 10:15 001 0000000001 0 1 0 3 10:30 000000003 0001 0 5 0 9 10:45 003 000007 000006 0 16 11:00 0000000016 1 000031 20 11:15 001 000005 0003 0 5 0 14 11:30 004 000004 0001 0 4 0 13 11:45 004 000004 0002 0 10 0 20 12:00 005 0000019 0003 0 6 0 33 12:15 001 0000091006 0 8 0 25 12:30 002 000007 0002 0 10 0 21 12:45 001 000005 0002 0 13 0 21 13:00 0 13000008 0002 0 6 0 20 13:15 001 000003 0001 0 1 0 6 13:30 000000001 0003 0 5 0 9 13:45 002 000005 0002 0 12 1 21 14:00 0000000041001 0 5 0 11 14:15 003 000005 0002 0 3 0 13 14:30 004 0000020 0001 0 1 0 26 14:45 004 0000081001 0 7 0 21 15:00 001 0000011 1 00002 0 15 15:15 001 0000015 000001 0 17 15:30 0014 0000024 0002 0 1 0 41 15:45 002 0000012 0002 0 1 0 17 16:00 002 0000021 0003 0 3 0 29 16:15 001 0000015 0000011 17 16:30 0 120000017 0003 0 3 0 26 16:45 008 0000014 2 004 0 1 0 29 17:00 0 120000018 1 001 0 2 0 25 17:15 003 000009 0001 000 13 17:30 000000004 0002 0 2 0 8 17:45 002 000008 0005 0 1 0 16 18:00 001 0000013 0004 0 2 0 20 18:15 001 000006 0001 0 1 0 9 18:30 001 000003 0002 000 6 18:45 0 160000021005 0 1 0 16 Total 051180000034810009702914 869 Cars+051090000032710008702714 809 Trucks0090000021000100200 60 0.0 0.0 7.6 0.0 0.0 0.0 0.0 0.0 6.0 0.0 0.0 0.0 10.3 0.0 6.9 0.0 6.97.3 0.0 5.9 7.7 Southbound Westbound Northbound Eastbound All Vehicles % Trucks Schaper Rd at Ottawa Ave, 09082022, 0600-1900 9/8/2022 Countcloud TURNING MOVEMENT COUNT DATA Ottawa Ave 0 Ottawa Ave Schaper Rd 159 Location: Count Date: Counted By: Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Int. Total 6:00 001 0000000001 0 2 0 4 6:15 000000002 0000000 2 6:30 002 000000000001 0 3 6:45 002 000001 0003 0 1 0 7 7:00 002 000002 0001 000 5 7:15 000000005 000001 0 6 7:30 000000001 000002 0 3 7:45 000000000000005 0 5 8:00 001 000002 000006 0 9 8:15 001 0000000001 0 7 0 9 8:30 003 000001 0002 0 91 15 8:45 001 000003 0001 0 9 0 14 9:00 0 1 0000004 0000022 0 27 9:15 000000004 0000039 0 43 9:30 002 000003 0000058 0 63 9:45 0 110000051001 0 78 0 87 10:00 001 0000012 0001 0 58 0 72 10:15 002 0000066 0001 0 50 0 119 10:30 002 0000078 0002 0 63 0 145 10:45 00000000102 0000035 0 137 11:00 003 0000057 0001 0 41 0 102 11:15 0 110000045 0003 0 30 0 80 11:30 003 0000054 0001 0 31 0 89 11:45 003 0000042 0002 0 27 0 74 12:00 002 0000029 1 000027 0 59 12:15 001 0000029 0002 0 27 0 59 12:30 002 0000027 0003 0 21 0 53 12:45 002 0000026 1 001 0 34 0 64 13:00 0000000033 0000028 0 61 13:15 001 0000030 0000033 0 64 13:30 0000000029 0001 0 20 0 50 13:45 0000000019 0001 0 13 0 33 14:00 003 0000024 0000012 0 39 14:15 001 0000017 0000017 0 35 14:30 003 0000027 0001 0 16 0 47 14:45 001 0000016 0001 0 18 0 36 15:00 001 0000020 0002 0 15 0 38 15:15 001 0000016 0003 0 18 0 38 15:30 001 0000014 0001 0 14 0 30 15:45 003 0000016 000005 0 24 16:00 0 1 00000020 1 003 0 2 0 27 16:15 003 0000012 0003 0 11 19 16:30 001 000005 0003 0 3 0 12 16:45 003 000003 0000000 6 17:00 001 000003 0006 000 10 17:15 000000003 0001 0 21 6 17:30 0000000000001 000 1 17:45 0000000000001 000 1 18:00 000000002 0001 0 1 0 4 18:15 001 0000000001 000 2 18:30 002 0000000004 000 6 18:45 0000000000001 0 11 2 Total 0464000009094006209034 1946 Cars+0459000008994005708944 1917 Trucks00500000100005090 29 0.0 0.0 7.8 0.0 0.0 0.0 0.0 0.0 1.1 0.0 0.0 0.0 8.1 0.0 1.0 0.0 1.57.4 0.0 1.1 1.5 Southbound Westbound Northbound Eastbound All Vehicles % Trucks Schaper Rd at Ottawa Ave, 09102022, 0600-1900 9/10/2022 Countcloud TURNING MOVEMENT COUNT DATA Ottawa Ave 0 Ottawa Ave Schaper Rd 160 Attachment B MOE Summary Tables 161 Table B1Car Dealership Traffic Impact Study Existing Conditions, Weekday (2022) AM & PM Peak HoursL T R Total L LOS T LOS R LOSDelay(S/Veh)LOSDelay(S/Veh)LOSStorage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1% BlockThru (2)---->% BlockLeft (2)<----Link Length(feet)Avg.Queue(feet) 1MaxQueue(feet) 1% BlockRight (2)---->% BlockThru (2)<----Storage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1TH 55 at Schaper Rd (Signal)EB 132 1319 35 1,486 63.5E3.6 A 0.6 A 8.6 A305 109 248001296 61 23400650 20 20WB 6 382 26 414 105.1F11.6 B 2.4 A 12.1 B 11.0 B 530 20 30001081 69 18500240 20 31NB 10 8 15 33 98.7F89.0F9.7 A 57.8E00000650 25 9100325 20 37SB 18 7 51 76 105.7F82.6F1.3 A 31.1 C00000204 26 9100 000Schaper Rd at O.M. Hwy Frontage Rd EB 5 1 54 60 5.4 A 4.5 A 2.6 A 2.8 A00000766 25 5400 000WB 1001 7.2 A0.0 0 0.0 07.2 A 2.0 A00000317 20 2000 000NB 75 82 1 158 2.3 A 1.8 A 1.2 A 2.0 A00000204 20 2900 000SB019 3 220.0 00.1 A 0.0 A 0.1 A00000 00000 000Ottawa Ave at Schaper RdEB 6056 62 4.7 A3.3 A 3.3 A00000364 31 8200 000WB00000.000.000.000.0 A 2.8 A00000 00000 000NB 4004 1.8 A0.0 0 0.0 01.8 A00000 00000 000SB00990.0 0 0.0 00.0 A 0.0 A00000 00000 000TH 55 at Schaper Rd (Signal)EB 83 1571 19 1,673 96.5F9.3 A 0.9 A 13.1 B305 90 22201 % 1296 136 36600650 20 22WB 15 886 25 926 103.2F7.6 A 1.9 A 8.8 A 14.3 B 530 20 60001081 94 21700240 20 20NB 21 12 23 56 89.9F94.4F15.2 B 61.8E00000650 36 10700325 20 44SB 65 20 154 239 95.8F91.9F1.6 A 33.7 C00000204 9219800 000Schaper Rd at O.M. Hwy Frontage Rd EB 30123 126 5.8 A0.0 03.5 A 3.6 A00000766 34 7200 000WB 7007 5.6 A0.0 0 0.0 05.6 A 2.3 A00000317 20 5700 000NB 71 440115 2.9 A 2.0 A0.0 02.5 A00000204 20 7300 000SB0106 5 1110.0 00.3 A 0.1 A 0.3 A0000025902000 000Ottawa Ave at Schaper RdEB 906 15 4.4 A0.0 02.8 A 3.7 A00000364 20 3400 000WB00000.000.000.000.0 A 1.9 A00000 00000 000NB 58 3061 2.0 A 1.1 A0.0 02.0 A00000406 20 2700 000SB0215170.0 00.1 A 0.1 A 0.1 A0000044902000 000NOTES1. If the reported queue is greater than zero (0), but less than 20 ft, a minimum of 20 ft is reported.2. Block Percentage is proportion of analysis time (1 hour) the storage lane or through lane is blocked or blocking.3. Multiple storage lanes of different length are averaged together to show the "Effective Storage Length" per lane.Vehicle Queing Information (feet)Right Turn LaneIntersectionApproachDemand VolumesDelay (s/veh)LOS ByApproachLOS ByIntersectionLeft Turn LaneThrough Lane (s)AM Peak HourPM Peak Hour162 Table B2Car Dealership Traffic Impact Study No Build Conditions, Weekday (2023) AM & PM Peak HoursL T R Total L LOS T LOS R LOSDelay(S/Veh)LOSDelay(S/Veh)LOSStorage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1% BlockThru (2)---->% BlockLeft (2)<----Link Length(feet)Avg.Queue(feet) 1MaxQueue(feet) 1% BlockRight (2)---->% BlockThru (2)<----Storage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1TH 55 at Schaper Rd (Signal)EB 132 1326 35 1,493 63.8E3.7 A 0.6 A 8.6 A305 108 221001296 63 21200650 20 20WB 6 384 26 416 125.6F11.4 B 2.3 A 12.4 B 11.2 B 530 20 39001081 66 18000240 20 28NB 10 8 15 33 99.7F93.3F9.3 A 59.1E00000650 26 9100325 20 30SB 18 7 51 76 104.6F79.0E1.2 A 32.3 C00000204 27 9400 000Schaper Rd at O.M. Hwy Frontage Rd EB 5 1 54 60 5.4 A 8.3 A 2.6 A 2.9 A00000766 26 5800 000WB 1001 6.4 A0.0 0 0.0 06.4 A 2.1 A00000317 20 2000 000NB 75 82 1 158 2.3 A 1.9 A 1.0 A 2.1 A00000204 20 2300 000SB019 3 220.0 00.1 A 0.0 A 0.1 A00000 00000 000Ottawa Ave at Schaper RdEB 6056 62 5.5 A3.3 A 3.3 A00000364 31 8700 000WB00000.000.000.000.0 A 2.8 A00000 00000 000NB 4004 1.7 A0.0 0 0.0 01.7 A00000 00000 000SB00990.0 0 0.0 00.0 A 0.0 A00000 00000 000TH 55 at Schaper Rd (Signal)EB 83 1579 19 1,681 100.5F9.4 A 0.8 A 13.7 B305 97 21101 % 1296 138 36200650 20 24WB 15 890 25 930 100.3F8.0 A 1.7 A 9.2 A 14.9 B 530 20 58001081 99 23100240 20 21NB 21 12 23 56 92.1F86.4F15.6 B 60.1E00000650 34 11300325 20 42SB 65 20 154 239 96.6F91.3F1.6 A 35.1 D00000204 9820100 000Schaper Rd at O.M. Hwy Frontage Rd EB 30123 126 8.4 A0.0 04.0 A 4.1 A00000766 35 8900 000WB 7007 5.3 A0.0 0 0.0 05.3 A 2.6 A00000317 20 5500 000NB 71 440115 2.9 A 2.2 A0.0 02.6 A00000204 20 7800 000SB0106 5 1110.0 00.6 A 0.1 A 0.6 A0000025902000 000Ottawa Ave at Schaper RdEB 906 15 4.7 A0.0 02.5 A 3.7 A00000364 20 3600 000WB00000.000.000.000.0 A 1.8 A00000 00000 000NB 58 3061 2.0 A 0.8 A0.0 01.9 A00000406 20 3300 000SB0215170.0 00.3 A 0.1 A 0.1 A0000044902000 000NOTES1. If the reported queue is greater than zero (0), but less than 20 ft, a minimum of 20 ft is reported.2. Block Percentage is proportion of analysis time (1 hour) the storage lane or through lane is blocked or blocking.3. Multiple storage lanes of different length are averaged together to show the "Effective Storage Length" per lane.IntersectionApproachDemand VolumesAM Peak HourPM Peak HourVehicle Queing Information (feet)Right Turn LaneDelay (s/veh)LOS ByApproachLOS ByIntersectionLeft Turn LaneThrough Lane (s)163 Table B3Car Dealership Traffic Impact Study Build Conditions, Weekday (2023) AM & PM Peak HoursL T R Total L LOS T LOS R LOSDelay(S/Veh)LOSDelay(S/Veh)LOSStorage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1% BlockThru (2)---->% BlockLeft (2)<----Link Length(feet)Avg.Queue(feet) 1MaxQueue(feet) 1% BlockRight (2)---->% BlockThru (2)<----Storage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1TH 55 at Schaper Rd (Signal)EB 183 1326 35 1,544 66.2E3.8 A 0.5 A 10.7 B305 149297001296 81 27100650 20 20WB 6 384 43 433 94.4F12.3 B 3.1 A 12.1 B 12.7 B 530 20 27001081 71 17400240 20 37NB 10 8 15 33 103.5F98.9F9.1 A 56.6E00000650 22 7800325 20 30SB 24 7 70 101 106.8F64.5E1.3 A 30.8 C00000204 31 10400 000Schaper Rd at O.M. Hwy Frontage Rd EB 5 1 54 60 5.7 A 0.0 A 2.6 A 2.8 A00000766 24 6300 000WB 1001 3.7 A0.0 0 0.0 03.7 A 1.9 A00000317 20 2000 000NB 75 150 1 226 2.5 A 1.9 A 1.4 A 2.1 A00000204 20 7100 000SB044 3 470.0 00.2 A 0.0 A 0.2 A00000 00000 000Ottawa Ave at Schaper RdEB 23 51 56 130 5.1 A 6.3 A 4.3 A 5.3 A00000364 47 10000 000WB0190190.0 05.8 A0.0 05.8 A 4.9 A00000453 20 3600 000NB 4004 1.8 A0.0 0 0.0 01.8 A0000040602000 000SB0015 150.0 0 0.0 00.1 A 0.1 A00000 00000 000TH 55 at Schaper Rd (Signal)EB 119 1579 19 1,717 107.7F10.5 B 1.0 A 17.0 B305 14228601 % 1296 162 38900650 20 20WB 15 890 37 942 100.8F9.8 A 2.2 A 10.9 B 17.3 B 530 20 61001081 114 25200240 20 22NB 21 12 23 56 92.5F85.6F15.7 B 59.7E00000650 35 9800325 20 38SB 83 20 209 312 93.6F69.6E1.7 A 31.3 C00000204 11422200 000Schaper Rd at O.M. Hwy Frontage Rd EB 30123 126 10.5 B0.0 04.1 A 4.3 A00000766 34 8700 000WB 7007 7.1 A0.0 0 0.0 07.1 A 2.4 A00000317 20 4100 000NB 71 920163 3.4 A 2.6 A0.0 02.9 A00000204 20 10500 000SB0179 5 1840.0 00.5 A 0.4 A 0.5 A00000259 20 4000 000Ottawa Ave at Schaper RdEB 21 36 6 63 5.3 A 5.4 A 3.8 A 5.2 A00000364 31 7300 000WB0550550.0 06.2 A0.0 06.2 A 3.8 A00000453 29 5800 000NB 58 3061 2.1 A 0.4 A0.0 02.0 A00000406 20 4100 000SB0233350.0 00.4 A 0.1 A 0.1 A00000 00000 000NOTES1. If the reported queue is greater than zero (0), but less than 20 ft, a minimum of 20 ft is reported.2. Block Percentage is proportion of analysis time (1 hour) the storage lane or through lane is blocked or blocking.3. Multiple storage lanes of different length are averaged together to show the "Effective Storage Length" per lane.AM Peak HourPM Peak HourDelay (s/veh)LOS ByApproachLOS ByIntersectionLeft Turn LaneIntersectionApproachDemand VolumesVehicle Queing Information (feet)Right Turn LaneThrough Lane (s)164 Table B4Car Dealership Traffic Impact Study No Build Conditions, Weekday (2033) AM & PM Peak HoursL T R Total L LOS T LOS R LOSDelay(S/Veh)LOSDelay(S/Veh)LOSStorage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1% BlockThru (2)---->% BlockLeft (2)<----Link Length(feet)Avg.Queue(feet) 1MaxQueue(feet) 1% BlockRight (2)---->% BlockThru (2)<----Storage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1TH 55 at Schaper Rd (Signal)EB 132 1392 35 1,559 64.4E3.8 A 0.4 A 8.7 A305 112 234001296 60 22000650 20 20WB 6 403 26 435 114.0F11.5 B 2.1 A 12.1 B 11.1 B 530 20 33001081 68 18400240 20 26NB 10 8 15 33 102.0F107.8F9.3 A 62.6E00000650 25 9600325 20 28SB 18 7 51 76 94.5F86.3F1.2 A 30.3 C00000204 27 9400 000Schaper Rd at O.M. Hwy Frontage Rd EB 5 1 54 60 6.0 A 3.8 A 2.5 A 2.8 A00000766 24 5300 000WB 1001 4.0 A0.0 0 0.0 04.0 A 2.0 A00000317 20 2000 000NB 75 82 1 158 2.3 A 1.8 A 0.8 A 2.0 A00000204 20 2700 000SB019 3 220.0 00.2 A 0.0 A 0.2 A00000 00000 000Ottawa Ave at Schaper RdEB 6056 62 5.2 A3.3 A 3.3 A00000364 31 6600 000WB00000.000.000.000.0 A 2.8 A00000 00000 000NB 4004 1.8 A0.0 0 0.0 01.8 A0000040602000 000SB00990.0 0 0.0 00.1 A 0.1 A00000 00000 000TH 55 at Schaper Rd (Signal)EB 83 1657 19 1,759 100.5F9.6 A 0.7 A 13.3 B305 87 19301 % 1296 141 39400650 20 22WB 15 935 25 975 97.0F8.0 A 1.6 A 9.1 A 14.6 B 530 20 66001081 105 25300240 20 20NB 21 12 23 56 91.7F100.1F16.3 B 61.4E00000650 32 10400325 20 42SB 65 20 154 239 95.1F91.1F1.6 A 35.4 D00000204 9921300 000Schaper Rd at O.M. Hwy Frontage Rd EB 30123 126 6.4 A0.0 03.8 A 3.9 A00000766 33 7400 000WB 7007 7.2 A0.0 0 0.0 07.2 A 2.5 A00000317 20 5300 000NB 71 440115 3.0 A 2.0 A0.0 02.6 A00000204 20 8600 000SB0106 5 1110.0 00.5 A 0.0 A 0.5 A00000259 20 2000 000Ottawa Ave at Schaper RdEB 906 15 4.6 A0.0 02.7 A 3.7 A00000364 20 4000 000WB00000.000.000.000.0 A 1.9 A00000 00000 000NB 58 3061 2.0 A 0.6 A0.0 01.9 A00000406 20 2400 000SB0215170.0 00.0 A 0.1 A 0.1 A00000 00000 000NOTES1. If the reported queue is greater than zero (0), but less than 20 ft, a minimum of 20 ft is reported.2. Block Percentage is proportion of analysis time (1 hour) the storage lane or through lane is blocked or blocking.3. Multiple storage lanes of different length are averaged together to show the "Effective Storage Length" per lane.IntersectionApproachDemand VolumesAM Peak HourPM Peak HourVehicle Queing Information (feet)Right Turn LaneDelay (s/veh)LOS ByApproachLOS ByIntersectionLeft Turn LaneThrough Lane (s)165 Table B5Car Dealership Traffic Impact Study Build Conditions, Weekday (2033) AM & PM Peak HoursL T R Total L LOS T LOS R LOSDelay(S/Veh)LOSDelay(S/Veh)LOSStorage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1% BlockThru (2)---->% BlockLeft (2)<----Link Length(feet)Avg.Queue(feet) 1MaxQueue(feet) 1% BlockRight (2)---->% BlockThru (2)<----Storage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1TH 55 at Schaper Rd (Signal)EB 183 1392 35 1,610 67.0E4.1 A 0.5 A 10.8 B305 153326001296 91 30000650 20 20WB 6 403 43 452 137.3F12.5 B 3.0 A 12.7 B 12.8 B 530 20 34001081 77 17800240 20 37NB 10 8 15 33 108.2F93.7F10.5 B 58.8E00000650 21 8500325 20 30SB 24 7 70 101 103.3F60.4E1.3 A 30.1 C00000204 34 10100 000Schaper Rd at O.M. Hwy Frontage Rd EB 5 1 54 60 7.3 A 5.5 A 2.6 A 3.0 A00000766 24 5900 000WB 1001 3.7 A0.0 0 0.0 03.7 A 1.9 A00000317 20 2000 000NB 75 150 1 226 2.3 A 1.8 A 2.1 A 2.0 A00000204 20 4600 000SB044 3 470.0 00.2 A 0.0 A 0.2 A00000 00000 000Ottawa Ave at Schaper RdEB 23 51 56 130 5.7 A 6.2 A 4.1 A 5.3 A00000364 45 9800 000WB0190190.0 05.9 A0.0 05.9 A 4.8 A00000453 20 3400 000NB 4004 1.7 A0.0 0 0.0 01.7 A00000 00000 000SB0015 150.0 0 0.0 00.1 A 0.1 A00000 00000 000TH 55 at Schaper Rd (Signal)EB 134 1657 19 1,810 109.4F10.9 B 1.0 A 17.0 B305 13629502 % 1296 167 39500650 20 20WB 15 935 42 992 105.8F10.0 B 2.4 A 11.0 B 17.5 B 530 20 63001081 122 24500240 20 32NB 21 12 23 56 85.6F94.9F17.7 B 57.1E00000650 34 10600325 20 49SB 71 20 173 264 99.1F69.0E1.7 A 34.0 C00000204 12322700 000Schaper Rd at O.M. Hwy Frontage Rd EB 30123 126 7.9 A0.0 04.6 A 4.7 A00000766 36 9000 000WB 7007 8.3 A0.0 0 0.0 08.3 A 2.7 A00000317 20 4600 000NB 71 1120183 3.4 A 2.4 A0.0 02.8 A00000204 20 11200 000SB0131 5 1360.0 01.2 A 0.6 A 1.2 A00000259 20 6800 000Ottawa Ave at Schaper RdEB 26 51 6 83 5.4 A 5.1 A 3.6 A 5.1 A00000364 29 6800 000WB0190190.0 06.2 A0.0 06.2 A 3.8 A00000453 28 5200 000NB 58 3061 2.2 A 0.2 A0.0 02.1 A00000406 20 3700 000SB0221230.0 00.4 A 0.2 A 0.2 A00000 00000 000NOTES1. If the reported queue is greater than zero (0), but less than 20 ft, a minimum of 20 ft is reported.2. Block Percentage is proportion of analysis time (1 hour) the storage lane or through lane is blocked or blocking.3. Multiple storage lanes of different length are averaged together to show the "Effective Storage Length" per lane.IntersectionApproachDemand VolumesAM Peak HourPM Peak HourVehicle Queing Information (feet)Right Turn LaneDelay (s/veh)LOS ByApproachLOS ByIntersectionLeft Turn LaneThrough Lane (s)166 Table B6Car Dealership Traffic Impact StudyExisting Conditions, Saturday 10:15 AM - 11:15 AM (2022) AM & PM Peak HoursL T R Total L LOS T LOS R LOSDelay(S/Veh)LOSDelay(S/Veh)LOSStorage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1% BlockThru (2)---->% BlockLeft (2)<----Link Length(feet)Avg.Queue(feet) 1MaxQueue(feet) 1% BlockRight (2)---->% BlockThru (2)<----Storage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1TH 55 at Schaper Rd (Signal)EB 216 418 11 645 40.5 D 3.4 A 0.5 A 15.5 B305 118 244001296 29 12000650 20 20WB 6 349 42 397 56.9E11.4 B 3.1 A 11.0 B 13.2 B 530 20 29001081 64 13700240 20 34NB 3 4 4 11 43.9 D 41.1 D 4.3 A 28.5 C00000650 20 3100325 20 24SB 79 10 288 377 42.1 D 29.9 C 1.9 A 11.2 B00000204 58 13500 000Schaper Rd at O.M. Hwy Frontage Rd EB 7063 70 7.2 A0.0 03.7 A 4.0 A00000766 27 6000 000WB00000.000.000.000.0 A 1.5 A00000 00000 000NB 45 215 2 262 3.5 A 1.9 A 1.2 A 2.2 A00000204 20 10500 000SB0310 7 3170.0 00.4 A 0.1 A 0.4 A00000 00000 000Ottawa Ave at Schaper RdEB 40189 193 10.5 B0.0 05.0 A 5.1 A00000352 52 9700 000WB00000.000.000.000.0 A 3.5 A00000 00000 000NB 30300303 2.6 A0.0 0 0.0 02.6 A00000406 20 3700 000SB00770.0 0 0.0 00.1 A 0.1 A0000044902000 000NOTES1. If the reported queue is greater than zero (0), but less than 20 ft, a minimum of 20 ft is reported.2. Block Percentage is proportion of analysis time (1 hour) the storage lane or through lane is blocked or blocking.3. Multiple storage lanes of different length are averaged together to show the "Effective Storage Length" per lane.IntersectionApproachDemand VolumesMD Peak HourVehicle Queing Information (feet)Right Turn LaneDelay (s/veh)LOS ByApproachLOS ByIntersectionLeft Turn LaneThrough Lane (s)167 Table B7Car Dealership Traffic Impact StudyNo Build Conditions, Saturday 10:15 AM - 11:15 AM (2023) AM & PM Peak HoursL T R Total L LOS T LOS R LOSDelay(S/Veh)LOSDelay(S/Veh)LOSStorage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1% BlockThru (2)---->% BlockLeft (2)<----Link Length(feet)Avg.Queue(feet) 1MaxQueue(feet) 1% BlockRight (2)---->% BlockThru (2)<----Storage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1TH 55 at Schaper Rd (Signal)EB 216 420 11 647 41.2 D 3.4 A 0.5 A 15.8 B305 121 243001296 29 12000650 20 20WB 6 351 42 399 47.8 D 11.2 B 3.3 A 10.7 B 13.3 B 530 20 31001081 64 13600240 20 38NB 3 4 4 11 41.3 D 42.1 D 4.3 A 26.8 C00000650 20 3100325 20 26SB 79 10 288 377 42.5 D 34.1 C 1.9 A 11.3 B00000204 58 13800 000Schaper Rd at O.M. Hwy Frontage Rd EB 7063 70 6.4 A0.0 03.7 A 4.0 A00000766 27 6000 000WB00000.000.000.000.0 A 1.5 A00000 00000 000NB 45 215 2 262 3.5 A 1.9 A 1.4 A 2.2 A00000204 20 10300 000SB0310 7 3170.0 00.4 A 0.1 A 0.4 A00000 00000 000Ottawa Ave at Schaper RdEB 40189 193 8.3 A0.0 05.0 A 5.1 A00000352 53 9900 000WB00000.000.000.000.0 A 3.5 A00000 00000 000NB 30300303 2.6 A0.0 0 0.0 02.6 A00000406 20 3700 000SB00770.0 0 0.0 00.1 A 0.1 A0000044902000 000NOTES1. If the reported queue is greater than zero (0), but less than 20 ft, a minimum of 20 ft is reported.2. Block Percentage is proportion of analysis time (1 hour) the storage lane or through lane is blocked or blocking.3. Multiple storage lanes of different length are averaged together to show the "Effective Storage Length" per lane.MD Peak HourVehicle Queing Information (feet)Right Turn LaneIntersectionApproachDemand VolumesDelay (s/veh)LOS ByApproachLOS ByIntersectionLeft Turn LaneThrough Lane (s)168 Table B8Car Dealership Traffic Impact StudyBuild Conditions, Saturday 10:15 AM - 11:15 AM (2023) AM & PM Peak HoursL T R Total L LOS T LOS R LOSDelay(S/Veh)LOSDelay(S/Veh)LOSStorage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1% BlockThru (2)---->% BlockLeft (2)<----Link Length(feet)Avg.Queue(feet) 1MaxQueue(feet) 1% BlockRight (2)---->% BlockThru (2)<----Storage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1TH 55 at Schaper Rd (Signal)EB 292 420 11 723 65.9E4.4 A 0.8 A 29.0 C305 209389001296 47 27300650 20 20WB 6 351 67 424 51.1 D 12.0 B 4.8 A 11.4 B 19.3 B 530 20 32001081 69 16000240 20 62NB 3 4 4 11 31.9 C 47.9 D 3.7 A 26.8 C00000650 20 4000325 20 24SB 104 10 363 477 43.4 D 26.4 C 2.0 A 10.9 B00000204 67 16700 000Schaper Rd at O.M. Hwy Frontage Rd EB 7063 70 12.0 B0.0 04.4 A 5.1 A00000766 28 6300 000WB00000.000.000.000.0 A 1.8 A00000 00000 000NB 45 316 2 363 4.3 A 2.4 A 1.3 A 2.6 A00000204 31 15800 000SB0410 7 4170.0 00.5 A 0.1 A 0.5 A0000025902000 000Ottawa Ave at Schaper RdEB 29 76 189 294 11.7 B 11.8 B 8.0 A 9.4 A00000352 86 17900 000WB0750750.0 07.5 A0.0 07.5 A 6.0 A00000453 31 6700 000NB 30300303 2.8 A0.0 0 0.0 02.8 A00000406 20 6700 000SB0032 320.0 0 0.0 00.2 A 0.2 A0000044902000 000NOTES1. If the reported queue is greater than zero (0), but less than 20 ft, a minimum of 20 ft is reported.2. Block Percentage is proportion of analysis time (1 hour) the storage lane or through lane is blocked or blocking.3. Multiple storage lanes of different length are averaged together to show the "Effective Storage Length" per lane.MD Peak HourVehicle Queing Information (feet)Right Turn LaneIntersectionApproachDemand VolumesDelay (s/veh)LOS ByApproachLOS ByIntersectionLeft Turn LaneThrough Lane (s)169 Table B9Car Dealership Traffic Impact StudyNo Build Conditions, Saturday 10:15 AM - 11:15 AM (2033) AM & PM Peak HoursL T R Total L LOS T LOS R LOSDelay(S/Veh)LOSDelay(S/Veh)LOSStorage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1% BlockThru (2)---->% BlockLeft (2)<----Link Length(feet)Avg.Queue(feet) 1MaxQueue(feet) 1% BlockRight (2)---->% BlockThru (2)<----Storage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1TH 55 at Schaper Rd (Signal)EB 216 441 11 668 41.3 D 3.6 A 0.6 A 15.6 B305 122 244001296 29 14600650 20 20WB 6 368 42 416 48.8 D 11.4 B 3.1 A 11.0 B 13.2 B 530 20 32001081 68 13500240 20 36NB 3 4 4 11 35.5 D 41.0 D 4.2 A 25.2 C00000650 20 3200325 20 21SB 79 10 288 377 41.0 D 33.2 C 1.9 A 11.2 B00000204 59 13500 000Schaper Rd at O.M. Hwy Frontage Rd EB 7063 70 7.0 A0.0 03.9 A 4.2 A00000766 27 6600 000WB00000.000.000.000.0 A 1.5 A00000 00000 000NB 45 215 2 262 3.5 A 1.8 A 1.1 A 2.1 A00000204 20 11600 000SB0310 7 3170.0 00.4 A 0.1 A 0.4 A00000 00000 000Ottawa Ave at Schaper RdEB 40189 193 10.5 B0.0 05.1 A 5.2 A00000352 54 9800 000WB00000.000.000.000.0 A 3.5 A00000 00000 000NB 30300303 2.5 A0.0 0 0.0 02.5 A00000406 20 3100 000SB00770.0 0 0.0 00.1 A 0.1 A00000 00000 000NOTES1. If the reported queue is greater than zero (0), but less than 20 ft, a minimum of 20 ft is reported.2. Block Percentage is proportion of analysis time (1 hour) the storage lane or through lane is blocked or blocking.3. Multiple storage lanes of different length are averaged together to show the "Effective Storage Length" per lane.Vehicle Queing Information (feet)Right Turn LaneIntersectionApproachDemand VolumesDelay (s/veh)LOS ByApproachLOS ByIntersectionLeft Turn LaneThrough Lane (s)MD Peak Hour170 Table B10Car Dealership Traffic Impact StudyBuild Conditions, Saturday 10:15 AM - 11:15 AM (2033) AM & PM Peak HoursL T R Total L LOS T LOS R LOSDelay(S/Veh)LOSDelay(S/Veh)LOSStorage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1% BlockThru (2)---->% BlockLeft (2)<----Link Length(feet)Avg.Queue(feet) 1MaxQueue(feet) 1% BlockRight (2)---->% BlockThru (2)<----Storage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1TH 55 at Schaper Rd (Signal)EB 292 420 11 723 79.7E4.6 A 0.7 A 33.7 C305 234478001296 76 46100650 20 20WB 6 351 67 424 58.9E12.5 B 4.4 A 11.9 B 21.5 C 530 20 42001081 73 15500240 20 48NB 3 4 4 11 33.0 C 44.7 D 3.5 A 23.9 C00000650 20 4000325 20 23SB 104 10 363 477 40.2 D 26.9 C 2.1 A 10.6 B00000204 67 14400 000Schaper Rd at O.M. Hwy Frontage Rd EB 7063 70 11.5 B0.0 04.2 A 4.8 A00000766 27 6500 000WB00000.000.000.000.0 A 1.7 A00000 00000 000NB 45 316 2 363 4.2 A 2.3 A 1.6 A 2.5 A00000204 32 16700 000SB0410 7 4170.0 00.5 A 0.1 A 0.5 A0000025902000 000Ottawa Ave at Schaper RdEB 29 76 189 294 12.3 B 12.1 B 8.5 A 9.8 A00000352 87 19600 000WB0750750.0 07.7 A0.0 07.7 A 6.2 A00000453 31 6800 000NB 30300303 2.8 A0.0 0 0.0 02.8 A00000406 20 5600 000SB0032 320.0 0 0.0 00.2 A 0.2 A0000044902000 000NOTES1. If the reported queue is greater than zero (0), but less than 20 ft, a minimum of 20 ft is reported.2. Block Percentage is proportion of analysis time (1 hour) the storage lane or through lane is blocked or blocking.3. Multiple storage lanes of different length are averaged together to show the "Effective Storage Length" per lane.MD Peak HourVehicle Queing Information (feet)Right Turn LaneIntersectionApproachDemand VolumesDelay (s/veh)LOS ByApproachLOS ByIntersectionLeft Turn LaneThrough Lane (s)171 ORDINANCE NO. 750 AN ORDINANCE AMENDING THE CITY CODE Approval of Conditional Use Permit Number 174 630 Ottawa Avenue North Drake Motor Partners GV, LLC, Applicant The City Council for the City of Golden Valley hereby ordains as follows: Section 1. City Code Chapter 113 entitled “Zoning” is amended in Section 113-55, Subd. b, and Section 113-96, by approving a Conditional Use Permit for certain tracts of land located at 630 Ottawa Avenue North, thereby allowing for Automobile Sales and Service in an Industrial Zoning District. This Conditional Use Permit is approved based on the application materials and plans submitted by the applicant, staff memos, public comments and information presented to the Planning Commission and City Council, and findings recommended by the Planning Commission. This Conditional Use Permit is approved pursuant to City Code Section 113- 30, Subd. g, and adopted by the City Council on November 15, 2022. This Conditional Use Permit is subject to all of the terms of the permit to be issued including, but not limited to, the following specific conditions: 1. Required parking for employees and customers shall be clearly designed and marked to distinguish it from parking spaces for display and inventory. 2. The applicant must continue to work with Fire staff as plans are finalized to ensure any questions or concerns regarding the use and storage of electric vehicle batteries are adequately addressed. 3. The applicant shall provide proof of outdoor lighting controls that extinguish or reduce the levels during the required curfew hours. 4. The applicant shall work with Planning staff to determine measures to direct test drives away from the residential neighborhood to the north. Section 2. The tracts of land affected by this ordinance are legally described as follows: That part of the Northwest Quarter of Section 19, Township 29, Range 24, described as follows: Commencing at a point in the East line of said Northwest Quarter 303 feet North of the Southeast corner thereof; thence West parallel with the South line of said Quarter 100 feet; thence North parallel with the East line of said Quarter 32 feet; thence West parallel with the South line of said Quarter 210 feet; thence North parallel with the East line of said Quarter 720.71 feet, more or less, to the South line of the Right of Way of The Minnesota Western Railway Co.; thence East along said South line to the East line of said Quarter; thence South along said East line 752 feet to the point of beginning. Hennepin County, Minnesota Section 3. City Code Chapter 1 entitled “General Provisions” and Sec. 1-8 entitled “General Penalty; Continuing Violations” are hereby adopted in their entirety, by reference, as though repeated verbatim herein. 172 Ordinance No. 750 -2-November 15, 2022 Section 4. This ordinance shall take effect from and after its passage and publication as required by law. Adopted by the City Council this 15th day of November, 2022. /s/Shepard M. Harris Shepard M. Harris, Mayor ATTEST: /s/Theresa J. Schyma Theresa J. Schyma, City Clerk 173 EXECUTIVE SUMMARY Administrative Services 763-512-2345 / 763-512-2344 (fax) Golden Valley City Council Meeting November 15, 2022 Agenda Item 6A. Second Consideration of Ordinance No. 747, Establishing a 2023 Master Fee Schedule, Resolution No. 22-103 Prepared By Sue Virnig, Finance Director Summary First consideration of the master fee schedule was presented by staff at the November 1 meeting. This is the second consideration. Council also has reviewed these rates with the proposed budget presentation as well as the Council Manager meeting on October 11, 2022. This schedule shows the approved rates for 2022 and changes to 2023 rates by using red highlighted numbers or wording. All fees will be effective starting January except for the utility rates will be effective for any billing after April 1, 2023. Financial or Budget Considerations The rates were discussed with the 2023-2024 Proposed Budget and the 2023-2032 Proposed Capital Improvement Program. All rate changes have been incorporated into the Proposed 2023 Budgets. Legal Considerations None. Equity Considerations None. Recommended Action Motion to adopt on Second Consideration, Ordinance No. 747, Establishing a 2023 Master Fee Schedule. Motion to adopt Resolution No. 22-103 Approving the Summary Publication of Ordinance No. 747. Supporting Documents Ordinance No. 747 2023 Proposed Fee Schedule Resolution No. 22-103 174 ORDINANCE NO. 747 AN ORDINANCE AMENDING THE CITY CODE Establishing A 2023 Master Fee Schedule The City Council for the City of Golden Valley hereby ordains: Section 1. The City Code requires that certain fees for City services and licenses be established from time to time by the City Council. Section 2. The Master Fee Schedule attached an Exhibit A is hereby adopted as the city’s fee schedule effective January 1, 2023, unless otherwise noted. The fee schedule is on file in the City Clerk’s Office during business hours. Section 3. City Code Chapter 1 entitled “General Provisions” and Sec. 1-8 entitled “General Penalty; Continuing Violations” are hereby adopted in their entirety, by reference, as though repeated verbatim herein. Section 4. This ordinance shall take effect from and after its passage and publication as required by law. Adopted by the City Council this 15th day of November, 2022. _____________________________ Shepard M. Harris, Mayor ATTEST: _____________________________ Theresa Schyma, City Clerk 175 Council Review 10/11/2022 1st Consideration 11/1/2022 2nd Consideration 11/15/2022 2023 Proposed Fee Schedule 205 CITY OF GOLDEN VALLEY FEE SCHEDULE-2023 PROPOSED FEES TABLE OF CONTENTS ADMINISTRATION LICENSES 3 MISCELLANEOUS FEES 6 ENGINEERING 8 FIRE DEPARTMENT 10 INSPECTIONS DEPARTMENT 12 PLANNING DEPARTMENT 15 POLICE DEPARTMENT 17 PUBLIC UTILITIES 18 PARK & RECREATION RECREATION 21 BROOKVIEW 24 BROOKVIEW GOLF COURSE / 316 BAR & GRILL 26 DONATIONS 31 2 206 ADMINISTRATION LICENSES CITY CODE SECTION RENEWAL DATE 2022 ADOPTED FEE 2023 PROPOSED FEE AMUSEMENT DEVICES Section 16-95 Pinball Machine, Video Game or Pool Table each location 1-Apr $15.00 each device 1-Apr $15.00 ***Recommend amending code to remove this license requirement. AUCTIONING CHICKEN COOP LICENSE Initial Application Fee $75.00 Annual License Renewal Fee 1-Apr $25.00 CIGARETTES - TOBACCO PRODUCTS Over the counter 1-Jan $450.00 Investigation Fee each individual/person $200.00 DOG KENNEL Per Kennel 1-Apr $200.00 FIREWORKS Retail consumer fireworks that sell other items 1-May $100.00 Retail consumer fireworks, retailers that sell only fireworks 1-May $350.00 GARBAGE HAULERS (See also Recycling Haulers) Base Fee per Hauler $200.00 $400.00 Per Vehicle 1-Apr $50.00 $100.00 GASOLINE STATIONS Dispensers 1 - 4 (each)Per Location 1-Apr $75.00 Over four dispensers (each)Per Location $50.00 LIQUOR LICENSING Section Code 4-41 Liquor License Processing Fees - On-sale, Off-sale, Beer, Wine, and Sunday sale (Non-refundable) New License Investigation Fee - per establishment $1,500.00 Administrative Fee $750.00 Renewal Investigation Fee - each individual/person $200.00 Administrative Fee $250.00 Miscellaneous Change thru the year Investigation Fee - each individual/person $200.00 Administrative Fee $100.00 Auctioneers do not need to be licensed in the City of Golden Valley. However, they have to show us a copy of a license or bond from the county or state and provide us a letter on the date, time and place of the auction. 3 207 ADMINISTRATION LICENSES CITY CODE SECTION RENEWAL DATE 2022 ADOPTED FEE 2023 PROPOSED FEE Liquor - Investigation Fee Liquor-Wine & Beer new applicant $1,000.00 Liquor On-sale, Off-sale, and Sunday sale and Wine new applicant $1,500.00 Non-refundable administrative fee plus actual costs for investigation $500+Actual costs Liquor - Miscellaneous Change thru the year per change $100.00 Liquor License State Law 340A.408 Sunday sale 1-Jul $200.00 Off-sale 1-Jul $200.00 On-sale 1-Jul $8,000.00 Wine & Beer On-sale 1-Jul $2,000.00 Club 1-Jul up to 200 members $300.00 200-500 members $500.00 501-1,000 members $650.00 1,001-2,000 members $800.00 2001-4000 members $1,000.00 4001-6000 members $2,000.00 Over 6000 members $3,000.00 Liquor - On-sale 1-Jul Non-Intoxicating Malt $500.00 Brewer Tap Room $600.00 Cocktail Room $600.00 Liquor - Off-sale 1-Jul Non-Intoxicating Malt $150.00 Brew Pub - Malt Liquor $200.00 Small Brewer $200.00 Distilled Spirits $200.00 Liquor - Temporary Non-Intoxicating/Intoxicatng Malt Liquor License $100.00 MASSAGE THERAPIST - INDIVIDUAL Certificate each individual/person 1-Jan $100.00 Investigation fee each individual/person $100.00 $200.00 MASSAGE THERAPIST PREMISE LICENSE 1-Jan Operating location new applicant and renewal $500.00 Investigation fee each individual/person $200.00 MOBILE FOOD VENDING Non-residential zoning districts Up to 3 days (City Parks - limit 3 days)per day $40.00 Up to 120 days $150.00 Residential zoning districts Up to 2 permits in a 12-month period per permit $40.00 Liquor On, Off, and Sunday Sale and Wine (renewal or misc changes) 4 208 ADMINISTRATION LICENSES CITY CODE SECTION RENEWAL DATE 2022 ADOPTED FEE 2023 PROPOSED FEE MOBILE VENDING/SERVICES Annual vendor registration 1-Jan NA $40.00 Event permits City parks (up to three days)$40.00 $50.00 Other non-residential zoning districts (up to three days for targeted events $40.00 $30.00 or seasonally for regularly occuring events) R-1 and R-2 zoning districts (up to two one-day permits in a 12 month period)$40.00 $30.00 R-3 and R-4 zoning districts $40.00 $30.00 NEW/USED VEHICLE SALES 1-Sep $400.00 PEDDLERS AND SOLICITORS 1-Jan Each Employee $30.00 PAWNBROKER AND PRECIOUS METAL Dealer Location 1-Jan $5,000.00 Dealer 1-Jan $400.00 Investigation Fee $3,000.00 $1,500.00 Non-refundable administrative fee plus actual costs for investigation $500+Actual costs $500.00 APS Transaction Fee $1.30 RECYCLING HAULERS (MULTI FAMILY APARTMENT)1-Apr Base Fee per Hauler $200.00 $400.00 Per Vehicle $50.00 $100.00 RENTAL DWELLING LICENSE Single Family Dwellings One Unit Dwelling License 1-Jul $125.00 Re-inspection $100.00 Twin Homes & Duplexes License per Dwelling Unit Per Dwelling Unit 1-May $125.00 Re-inspection per unit/per address $100.00 Condominiums & Townhomes License Per Dwelling Unit Per Dwelling Unit 1-Sep $125.00 Re-inspection per unit/per address $100.00 Group Homes / homes with services License Per Dwelling Unit 1-Nov $125.00 Re-inspection per unit/per address $100.00 Multiple Unit Dwelling 3 or more units per building 1-Mar 3 - 50 Units $175.00 51 - 150 Units $225.00 151 + Units $300.00 Background check / Identification card 5 209 ADMINISTRATION LICENSES CITY CODE SECTION RENEWAL DATE 2022 ADOPTED FEE 2023 PROPOSED FEE Re-inspection per unit/per address $100.00 Star Program Fees Based on participation level and discount is capped at 151 units for market rate rental properties. Base Rate $35/unit Level 1 $20/unit Level 2 $12/unit Level 3 $8/unit Level 4 $0/unit SEXUALLY ORIENTED BUSINESS License Fee per operating location 1-Jan $5,000.00 Investigation Fee $3,000.00 $1,500.00 Non-refundable administrative fee $500+Actual costs $500.00 Tetrahydrocannabinol (THC) Retail Establishment Tetrahydrocannabinol (THC) Products (new applicant and renewal)$450.00 Over the counter Investigation Fee each individual/person $200.00 6 210 ADMINISTRATION MISCELLANEOUS FEES 2022 ADOPTED FEE 2023 PROPOSED FEE ADDRESS CHANGE Residential $50.00 Non-Residential $100.00 ADMINISTRATIVE PERMIT $75.00 Seasonal, Farm Produce, Christmas Tree Sales, etc in Commercial Zoning District ADMINISTRATIVE CITATIONS 1st citation per violation $100.00 2nd citation per violation $250.00 3rd citation per violation $500.00 per violation $500.00 CITATION APPEAL filing fee per violation $25.00 CERTIFICATION FEE (SPECIAL ASSESSMENT)$30.00 CITY CEMETERY Cemetery Plot $500.00 Open/Close Fee: Crematory (up to 2 per lot)per lot $200.00 Burial $750.00 CONDUIT DEBT ISSUANCE Issuance of Debt (Amount of Bonds)1.00% Refinancing Issuance Fees (Amount of Bonds)0.50% Host City (plus pay for legal publication)$500 DOCUMENTS City Code Full book in binder Cost of book, binder +20% All information is on the Municode website at: https://library.municode.com/mn/golden_valley/codes/code_of_ordinances City Maps $10.00 Copies Minnesota Rules, part 1205.0300, subpart 4 Black & White - letter or legal size documents of 100 or fewer pages .25/page Color - letter or legal size documents .33/page Plats, Record Drawings, Other Plats (i.e. address maps, building plans,comp plan, zoning) 4th citation and subsequent violations in 12 month period 7 211 ADMINISTRATION MISCELLANEOUS FEES 2022 ADOPTED FEE 2023 PROPOSED FEE DOCUMENTS (continued) Digital Format Aerial photography time & material Custom Maps or Map Layers time & material Topography time & material Special Assessment Search non-owner $15.00 Video Reproduction per tape, DVD, CD + shipping $20.00 DOMESTIC PARTNER REGISTRATION Initial Registration $40.00 Amendment/Notice of Termination $25.00 Certified copy of Registration $5.00 ELECTRIC VEHICLE CHARGING STATION 0 - 3 hours / hour $0.90 3+ hours / hour $1.20 PARADE/SPECIAL EVENT $25.00 PERSONNEL (OVERTIME WOULD BE 1.5 X RATE) Staff Attorney $105/hr $108/hr 8 212 ENGINEERING 2022 ADOPTED FEE 2023 PROPOSED FEE EASEMENT VACATION (EACH REQUEST) $500.00 EQUIPMENT CHARGE (Per Hour) (Personnel will be added) Utility Vehicle does not include personnel $45.00 $55 Utility Equipment does not include personnel $200.00 $250 Heavy Equipment does not include personnel costs $125.00 $175 Medium Equipment does not include personnel $80.00 $100 Light Equipment not include personnel $45.00 $55 FLOODPLAIN SEARCH LETTER $50.00 FORCED TREE REMOVAL cost + 20% MICROMOBILITY SHARING OPERATIONS Implementation and oversight of License Agreement $250.00 500 PERSONNEL (OVERTIME WOULD BE 1.5 X RATE) Public Works Employee $62/hr $70 NATIVE VEGETATION LANDSCAPE PERMIT $100.00 RIGHT OF WAY Access Permit-Temporary $50.00 Delay Penalty - Right of Way Minn. Rule 7819.1000 subp. 3 $500/day Driveway Replacement Permit $125.00 In Boulevard Excavation Permit per opening $200.00 In Pavement Excavation Permit per opening (includes curb alterations)$400.00 Obstruction Permit-Permanent, per obstruction (includes courtesy benches,structures, walls, lighting, signage)$150.00 Obstruction Permit-Permanent, (includes fences, landscaping, trees, shrubs, vegetation, irrigation)$50.00 Obstruction permit-Temporary (includes use of parking lane, sidewalk, boulvard, driving lane, alley)$100.00 RIGHT OF WAY (continued) Overhead Utility Repair per location No Charge Underground Utility 0 to 100 Feet Administrative permit fee $250.00 per foot fee $1.50 over 100 Feet Administrative permit fee $400.00 per foot fee $1.00 Service Drop meeting conditions Not parallel to right-of way at least 10' from any city facility or utility, less than 1' wide, and depth in accord with law or, if none, industry standard No charge Sewer jet, vac truck, sewer camera Front end loader, 360 Backhoe, Pickup sweeper, Tandem axle truck, Aerial truck Single axle dump truck, Water truck, Tractor backhoe, Utility tractor/ accessory, 15 ft cut lawn mower, brush chipper, asphalt roller, asphalt paver, skid steer, tool cat, trackless Truck - one ton and under, Air compressor, Water pump, Generator, Steamer, Asphalt/saw, Concrete, Cable tracer) 9 213 ENGINEERING 2022 ADOPTED FEE 2023 PROPOSED FEE STREET ASSESSMENTS Residential/Single Family/Duplex, per dwelling unit on local street Multi Unit Residential (more than 2 dwelling units) on local street Residential/Single Family/Duplex, per dwelling unit on state aid street Multi Unit Residential (more than 2 dwelling units) on state aid street Other Zonings, Local Streets Other Zonings, State Aid Streets Administrative Fee for Driveways and/or Sanitary Sewer repairs $250/maximum (Seven percent of total or maximum fee -whichever lessor) Low Income Level for Senior/Retired due to Disability Deferral Current HUD Limits STORMWATER MANAGEMENT Projects that do not require watershed review - No post construction BMPs $100.00 New Home Construction - no watershed review - No post construction BMPs $300.00 $400 Projects that require watershed review or require Post Construction BMPs $500.00 $600 TREE AND LANDSCAPE PERMIT Single Family Residential $150.00 All Other Projects $400.00 $500 Tree Mitigation Fee (per tree)450/tree $500/tree UTILITY PERMITS Water Meter Permit $100.00 $150 Water Tapping Permit $100.00 $150 Water Cut-off Permit $100.00 $150 Sewer Permit (connection)$100.00 $150 Sewer Repair Permit $100.00 $150 Sewer Cut-off Permit $100.00 $150 Sewer & Water Permits for Commercial Projects (Fee Based on Plumbing Value and if there is a Plan the Plan Review Fee would be 65% of the Fee) State Surcharge - each permit $1.00 Sewer Repair CCTV Inspection $150 WETLAND MANAGEMENT (PLUS PROFESSIONAL FEES IF NECESSARY)$150.00 $200 WIRELESS AESTHETICS Collocation Agreement Rent to collocate on the City structure Up to $150.00 Maintenance associated with the collocation $25.00 Electrical Service-monthly Per radio node less than or equal to 100 maximum watts $73.00 Per radio node over 100 maximum watts $182.00 Or actual costs of electricity, if the actual exceed the foregoing When a project is approved the street assessment will be considered following the special assessment policy. 10 214 FIRE DEPARTMENT 2022 ADOPTED FEE 2023 PROPOSED FEE CARSEAT INSTALLATIONS/INSPECTIONS Non-resident $20.00 Each additional $10.00 EQUIPMENT CHARGE PER HOUR Fire Engine (includes personnel)$250.00 Fire Rescue Truck (includes personnel)$250.00 Fire Aerial Truck (includes personnel)$350.00 Police and Fire Rescue Truck (includes personnel)$250.00 Fire Boat (includes personnel)$75.00 Fire ATV (includes personnel)$75.00 Fire Life Safety Trailer (includes personnel)$200.00 Gas Lines, construction damage with Fire Department Response $250.00 FIRE COMMERCIAL COOKING VENTILATION SYSTEMS (HOOD AND DUCT CLEANING) Inspection $75.00 Re-inspection $150.00 FIRE SPRINKLER, FIRE ALARMS & SPECIAL FIRE SUPPRESSION SYSTEMS New Installation or Alteration of Existing Ref. MN Rules 1300.0160,subd. 1, subd. 2 Total valuation based on below fee schedule: FROM TO FEES $0 $500 $50.00 $501 $2,000 $50.00 for the first $500 plus $3.05 for each additional $100 or fraction thereof, up to and including $2000 $2,001 $25,000 $95.75 for the first 2,000 plus $14.00 for each additional $1,000 or fraction thereof, up to and including $25,000 $25,001 $50,000 $417.75 for the first $25,000 plus $10.95 for each additional $1,000 or fraction thereof, up to and including $50,000 $50,001 $100,000 $691.50 for the first $50,000 plus$ $7.34 for each additional $1,000 or fraction thereof, up to and including $100,000 $100,001 $500,000 $1,058.50 for the first $100,000 plus $6.00 for each additional $1,000 or fraction thereof, up to and including $500,000 $500,001 $1,000,000 $3,458.50 for the first $500,000 plus $5.00 for each additional $1,000 or fraction thereof, up to and including $1,000,000 $1,000,001 and up $5,958.50 for the first $1,000,000 plus $4.00 for each additional $1,000 or fraction thereof VALUATION 11 215 FIRE DEPARTMENT 2022 ADOPTED FEE 2023 PROPOSED FEE FIREWORKS/PYROTECHNIC SPECIAL EFFECTS Permit fee includes required rental of fire engine and crew for one hour stand-by at display $350.00 FLOOR DRY (ACCIDENTS)per bag $20.00 FUEL TANKS Permanent above/underground Use Fire Sprinkler, Fire Alarms & Special Fire Suppression Systems Table Above Fuel, Compressed Gasses, Hazardous Materials, and Associated Appliances & Piping Temporary LP Tank/Fuel Tank per tank $50.00 PERSONNEL (OVERTIME WOULD BE 1.5 X RATE) Full-time Fire Personnel (scheduled time after hours -minimum 2 hours)$75/hr Paid On-Call Fire Personnel $35/hr TENT/CANOPY INSPECTIONS - REQUIRED FOR TENT EXCEEDING 400 SQ FT AND $50.00 canopies exceeding 700 sq ft (per site) each additional tent and/or canopy (per site)$25.00 WEED ERADICATION/LAWN MOWING - PER HOUR (SEE MINIMUMS) Occupied/unoccupied residential/commercial property - 3 hour minimum $125/hr SECOND OR MORE VIOLATIONS IN ONE SEASON A 12 - MONTH PERIOD Occupied/unoccupied residential/commercial property - 3 hour minimum $250/hr 12 216 INSPECTIONS DEPARTMENT 2022 ADOPTED FEE 2023 PROPOSED FEE WORKING WITHOUT A PERMIT - INVESTIGATION FEE The greater of $100 or 25% of the permit fee, not to exceed $500. Fee not to exceed permit fee. www.goldenvalleymn.gov/permits/pdf/building-fees.pdf WHEN APPLICABLE, A PLAN REVIEW FEE WILL BE ADDED TO PERMIT APPLICATIONS 65% of permit fee BUILDING PERMIT FEES BASED ON FEE SCHEDULE BELOW. Mandatory State Surcharge: per permit is a minimum of .50 and when a permit fee is over $1,000 in value the state surcharge is .0005 times the permit value. Surcharge is remitted to MN State Treasurer. Permit Cancellation Policy : 80% of the permit fee will be returned upon written notice of cancellation. If job has been started no refund will be made.If an inspection has been done no refund can be given. HVAC CONTRACTORS LICENSE FEE (April 1-March 31)$75.00 $100.00 BUILDING PERMITS BASED ON SCHEDULE BELOW: Mandatory State Surcharge: per permit is a minimum of .50 and when a permit fee is over $1,000 in value the state surcharge is .0005 times the permit value. Surcharge is remitted to MN State Treasurer. Cancellation and Refund Policy Permits: 80% of the permit fee will be returned refunded upon written notice of cancellation. If job has been started no refund will be made. If an inspection has been done no refund can be given.Refunds are subject to administrative policies. Plan Review: Plan review fees are non-refundable once plan review has been started Surcharges, Electronic Document Fees and other related fees : Non-refundable BUILDING PLAN/STORAGE RETRIEVAL $50.00 ??? BUILDING PERMITS (Ref. MN Rules 1300.0160,subd. 1, subd. 2) Table 1 Total valuation based on below fee schedule: FROM TO FEES $1 $500 $50.00 $501 $2,000 $50.00 for the first $500 plus $3.05 for each additional $100 or fraction thereof, up to and including $2000 $2,001 $25,000 $95.75 for the first 2,000 plus $14.00 for each additional $1,000 or fraction thereof, up to and including $25,000 $25,001 $50,000 $417.75 for the first $25,000 plus $10.95 for each additional $1,000 or fraction thereof, up to and including $50,000 $50,001 $100,000 $691.50 for the first $50,000 plus$ $7.34 for each additional $1,000 or fraction thereof, up to and including $100,000 $100,001 $500,000 $1058.50 for the first $100,000 plus$ $6.00 for each additional $1,000 or fraction thereof, up to and including $500,000 The fee will be charged by the Building Official or designee where additional time and expense is incurred by the City to achieve code compliance. VALUATION ALL BUILDING PERMIT VALUATION DATA WILL BE BASED ON THE CURRENT INTERNATIONAL CODE COUNCIL OR CONTRACT BUILDING/FIRE/COMMERCIAL MECHANICAL PLAN REVIEW FEE - 65% OF THE PERMIT FEE (NO REINSPECTION FEE 13 217 INSPECTIONS DEPARTMENT 2022 ADOPTED FEE 2023 PROPOSED FEE $500,001 $1,000,000 $3,458.50 for the first $500,000 plus $5.00 for each additional $1,000 or fraction thereof, up to and including $1,000,000 $1,000,001 and up $5,958.50 for the first $1,000,000 plus $4.00 for each additional $1,000 or fraction thereof CONTRACTORS 1-Apr $75.00 ELECTRICAL State Surcharge - each permit $1.00 Minimum Fee Minimum permit fee is $50.00 plus $1.00 State surcharge. This is for one inspection only. Minimum fee for rough-in inspection and final is $100.00 plus $1.00 State surcharge. Maximum Fee Maximum fee for single family dwelling or townhouse not over 200 Amps is $200.00 plus $1.00 State surcharge. Maximum of 3 inspections. 0 to 300 Amp 50.00 400 Amp 58.00 Add $14.00 for each additional 100 Amps. Circuits and Feeders 0 to 30 Amp 8.00 31 to 100 Amp 10.00 Add $5.00 for each additional 100 Amps. Apartment Buildings per unit $85.00 house wiring Reinspection fee $40.00 $100.00 Remote Control and Signal Circuits per device $0.75 Retro Fit Lighting per fixture $0.65 Saver Switch $35.00 Service Replacement $100.00 Sign Transformer per transformer $8.00 Solar PV Installation Per Minnesota Solar PV System most current Fee Chart Street Lights and parking lot lights per each standard $4.00 SubPanel Replacement $40.00 Swimming Pool includes maximum 2 inspections $80.00 $100.00 ELECTRICAL (continued) Traffic Signals per each standard $7.00 Transformers and Generators up to 10 KVA $10.00 Heating, Ventilation, Air Conditioning The inspection fee for the installation, addition, alteration or repair of each circuit, feeder, Fee per unit of an apartment or condominium complex. This does not cover service and house 14 218 INSPECTIONS DEPARTMENT 2022 ADOPTED FEE 2023 PROPOSED FEE 11 - 74 KVA $40.00 75 - 299 KVA $60.00 over 300 KVA $150.00 MECHANICAL: HVAC, GAS PIPING, REFRIGERATION AND FIREPLACE Includes all types of fireplaces - masonry, gas, gas log, gas insert, etc. Value Permit charge $0 $1,000 $50.00 $1,001 $5,000 $75.00 + 2.60% $5,001 $10,000 $179.00 + 2.15% $10,001 $25,000 $286.50 + 1.85% $25,001 $50,000 $534.00 + 1.65% $50,001 and up $946.50 + 1.30% PLUMBING AND PIPING FIXTURES Includes hydraulic sewer valves, rain water leaders, and alteration to existing systems. Value Permit charge $0 $1,000 $50.00 $1,001 $5,000 $75.00 + 2.60% $5,001 $10,000 $179.00 + 2.15% $10,001 $25,000 $286.50 + 1.85% $25,001 $50,000 $534.00 + 1.65% $50,001 and up $946.50 + 1.30% ELECTRONIC DOCUMENT FEE Based on Permit Fee permits with fixed fee or charged by item 2.85% do not have an electronic fee HOUSE/BUILDING Moving $500.00 Demolition $500.00 PERMIT CANCELLATION Request must be made within 180 days of permit issue date No work shall have occurred and no inspections have been performed 80% of permit fee SEWER ACCESS CHARGE (SAC) -CITY per unit $650.00 $750 PARTIAL OCCUPANCY CERTIFICATE APPROVAL Partial Occupancy Permit form Administrative fee $300.00 WATER ACCESS CHARGE (WAC) -CITY per unit $1,700.00 $2,000 No surcharge or plan review fees will be returned (includes the fees for stormwater management, right-of-way (ROW) and tree preservation permits). Subject to Department Policies. SAC Charges shall be based on the Residential Equivalent Connection Units (REC) resulting from the use of the City Water/Sewer systems. The REC shall equal the number of SAC Units determined under the SAC Determination to which the building permit relates. WAC Charges shall be based on the Residential Equivalent Connection Units (REC) resulting from the use of the City Water/Sewer systems. The REC shall equal the number of SAC Units determined under the SAC Determination by the Metropolitan Council to which the building permit relates. 15 219 PLANNING DEPARTMENT 2022 ADOPTED FEE 2023 PROPOSED FEE RECORD REAL ESTATE ITEMS Easements, CUP, PUDs, Development Agreements, Simplifile Hennepin County fee CONDITIONAL USE ITEMS Conditional Use Permit $400.00 Amendment to Conditional Use Permit $300.00 Extension $125.00 FUTURE LAND USE MAP AMENDMENT $1,000.00 OUTDOOR SERVICE AREAS Outdoor Service Areas in Targeted Zoning Districts Application $200.00 Renewal Fee $100.00 PARK DEDICATION FEES Minnesota Statute 462.358 6% of Land Value PLANNED UNIT DEVELOPMENT Preliminary PUD Plan $1,000.00 Final PUD Plan $1,000.00 Extension $150.00 PLANNED UNIT DEVELOPMENT - MAJOR AMENDMENT $500.00 PLANNED UNIT DEVELOPMENT - MINOR AMENDMENT $250.00 PLANNED UNIT DEVELOPMENT - ADMINISTRATIVE AMENDMENT $100.00 SIGN PERMIT Temporary Sign $50.00 Special Temporary Sign Additional $50.00 Permanent Sign $100.00 Building and Electrical permits maybe required. SUBDIVISION $400.00 Extension to Submit Final Plat $150.00 SUBDIVISION - MINOR $250.00 Extension to Submit Final Plat $150.00 TAX PARCEL DIVISION $100.00 TEMPORARY RETAIL SALES for each sale, up to five days $150.00 VARIANCE FROM ZONING CODE Single-Family Residential Zoning District $200.00 All other Zoning Districts $300.00 16 220 PLANNING DEPARTMENT 2022 ADOPTED FEE 2023 PROPOSED FEE Extension $150.00 Appeal of Determination $100.00 ZONING EXAMINATION LETTER $100.00 ZONING MAP AMENDMENT $500.00 ZONING PERMIT (Fence, Shed, Deck, Patio, Garden Structure)$25.00 17 221 POLICE DEPARTMENT 2022 ADOPTED FEE 2023 PROPOSED FEE ALARM SYSTEM - FALSE ALARMS (12 month period beginning March 1 of each year upon given notice) 1-3 false alarms $0.00 4-10 false alarms $100.00 11-15 false alarms $150.00 16 or more false alarms $250.00 ANIMAL CONTROL Impound Fee for dogs $50.00 Boarding Fee for dogs and cats per day (7 day maximum)$20.00 Dangerous Dog License $250.00 EQUIPMENT CHARGE PER HOUR Police Rescue Truck (includes personnel)$250.00 Squad Car (includes personnel)$110.00 FINGERPRINTING Golden Valley Resident $10.00 Anyone employed in Golden Valley $25.00 Additional Card $5.00 FORFEITED DWI VEHICLE ADMINISTRATIVE FEE $1,000.00 NUISANCE SERVICE CALL FEE (AFTER THREE CALLS)$250.00 PERSONNEL (OVERTIME WOULD BE 1.5 X RATE)$105/hour $109/hour Off Duty Police Officer (minimum applies as determined by City Manager/designee) 18 222 PUBLIC UTILITIES Rates begin with any billing after April 1 2022 ADOPTED FEE 2023 PROPOSED FEE RESIDENTIAL UTILITY RATES - QUARTERLY BILLING (includes all residential classes except those classified as apartments) Inspection Fee for Fire lines $6.00 Penalties (for late payment)10% Sanitary Sewer (in 1000 gallons) Residential (per dwelling unit) (Flat Rate)- 5 and under units-winter qtr consumption $83.27 $86.60 Residential (per dwelling unit) (Flat Rate) - 6-15 units-winter qtr consumption $86.39 $89.84 Residential (per dwelling unit) (Flat Rate) - 16-19 units-winter qtr consumption $95.01 $98.81 Residential (per dwelling unit) (Flat Rate) - 20-25 units-winter qtr consumption $108.33 $112.66 Residential (per dwelling unit) (Flat Rate) - 26-39 units-winter qtr consumption $141.93 $147.61 Residential (per dwelling unit) (Flat Rate) - 40-59 units-winter qtr consumption $163.44 $169.98 Residential (per dwelling unit) (Flat Rate) - 60-79 units-winter qtr consumption $175.81 $182.84 Residential (per dwelling unit) (Flat Rate)- 80 to 99 units-winter qtr consumption $198.78 $206.73 Residential (per dwelling unit) (Flat Rate)- 100 and over units-winter qtr consumption $235.90 $245.34 Recycling - Residential curbside (per unit) -Recycling $17.00 $18.00 Organics (Starting January 2022) Residential curbside (per unit) -Organics $17.00 $18.00 Storm Sewer Utility Rate Charge for a Residential Equivalent Factor of 1.00 $81.00 $84.00 Each single family residential property is considered to be 1/3 of an acre. Street Lights Ornamental (per unit)$13.17 $13.57 Overhead (per unit)$9.08 $9.35 Water Minimum fee, includes up to 1,000 gallons of flow $21.00 Water meters up to and including 1"$21.00 Water meters over 1" and including 2"$112.85 Water meters over 2" and including 4"$155.40 Water meters over 4"$196.77 Above 1,000 gallons of flow per quarter up to 79,000 (per 1,000 gallons)$6.85 $7.06 80,000 gallons and over of flow per quarter (per 1,000 gallons)$6.93 $7.09 Emergency Water Supply - per 1000 gallons $0.30 $2.43 Irrigation Accounts (All) - Monthly Billing Minimum fee, includes up to 1,000 gallons of flow $21.00 Water rate per 1000 gallons $6.93 $7.09 All apartment buildings over 50 units will be billed monthly beginning April 1, 2018 Water Connection Fee (Fee charged by State for each water hookup) 19 223 PARK & RECREATION 2022 ADOPTED FEE 2023 PROPOSED FEE ACTIVITIES Rates/Fees are printed in Seasonal Activities Catalogs (Spring/Summer, Fall, Winter). Staff will pro-rate and make program/event/activity fee adjustments as necessary. Adult (Non-resident fees applicable) Individual Athletics/Fitness $20.00-$100.00 $20.00-$150.00 Programs $1.00-$150.00 Special Events $4.00-$75.00 0-75 Open Gyms Drop-in fee $5.00 10-time Punch Pass $40.00 55+ Adult Newsletter Subscription $5.00-$8.00 Presentation/Discussion Groups $1.00-$5.00 Adult Trips & Sports Leagues (Non-resident fees non-applicable) Trips - 1-6 day Market Rate Sports Leagues $150.00-$1,000.00 $100.00-$900.00 Sports League Cancelation Fee $40.00 Youth Athletics $10.00-$150.00 $10.00-$200.00 Programs $5.00-$175.00 Trips/Events $0.00-$100.00 $0-$125.00 BACKYARD INDOOR PLAYGROUND Daily Rates Resident $4.50 $5.00 Non-resident $5.50 $6.00 Twilight (last hour of daily operation)$2.00 Socks $2.00 10 Punch Pass - Resident $35.00 $40.00 10 Punch Pass - Non-resident $45.00 $50.00 Group Rates Pre-reservation required; Ratio of 10:1 youth/adult; 1 payment only Groups of 15 kids or more, max 50, includes use of a party room when available $4.50 $5.00 Party Rates Includes 2 hrs party room; 10 wristbands; extra wristbands may be Resident $100.00 $110.00 Non-resident $120.00 $130.00 Picnic Packages Three One SIx Bar + Grill will provide food package options for party groups. Entire Playground Private Rental Includes 2 hrs exclusive use of playground and 2 party rooms Resident $250.00 Non-resident $280.00 Additional hour $100.00 OTHER PARK & RECREATION FEES Athletic Field Resident - no attendent per hour/per field (min 2 hrs)$25.00 Resident - with attendent per hour/per field (min 2 hrs)$40.00 purchased for daily rate (max of 20 people total per party room) 20 224 PARK & RECREATION 2022 ADOPTED FEE 2023 PROPOSED FEE Non-resident - no attendent per hour/per field (min 2 hrs)$30.00 $35.00 Non-resident - with attendent per hour/per field (min 2 hrs)$45.00 $50.00 With Lights per hour/per field $10.00 All day tournament Resident per day/per field $150.00 Non-resident per day/per field $250.00 Field Attendant per hour $15.00 Beer/Wine Permit (only with Picnic Shelter rental)$50.00 Davis Community Center Gym Resident per hour $30.00 Non-resident per hour $40.00 Brookview Only Entire Park Use (includes all facility rental fees) Resident up to 12 hrs $300.00 $850.00 Non-resident up to 12 hrs $450.00 $1,200.00 Equipment Use Fee Permit Inflatable, climbing wall, zipline, etc Each $25.00 Gazebo/Sun Shelter Resident per hour (min 2 hrs)$50.00 $25.00 Non-resident per hour (min 2 hrs)$75.00 $35.00 Hockey Rink (outdoor) Resident per hour $25.00 $25.00 Non-resident per hour $35.00 $35.00 Community Garden Container Resident -$35.00 Non-resident -$50.00 Dog Bag Station Sponsorship Initial Sponsorship -$375.00 Annual Renewal Sponsorship -$160.00 Park Shelter Building Resident per hour (min 2 hrs)$20.00 $40.00 Non-resident per hour (min 2 hrs)$25.00 $50.00 Key Deposit refundable when returned $25.00 Picnic Pavilion Rental at Brookview Small Pavilion (up to 50 people) Resident $115.00 Non-resident $150.00 Large Pavilion (up to 100 people) Resident $150.00 Non-resident $200.00 Picnic Shelter Damage & Use Guideline Compliance Deposit Charged at time of reservation and refundable $250.00 Professional Photo/Video Use of Specific Park Area (plus facility rental fees) Resident per hour $100.00 Non-resident per hour $125.00 Sand Volleyball Courts at Brookview (2 courts) 21 225 PARK & RECREATION 2022 ADOPTED FEE 2023 PROPOSED FEE Resident per hour/per court $15.00 Non-resident per hour/per court $20.00 With Lights per hour/per field $10.00 Tennis or Pickleball Court Tournament Resident per day/per court $75.00 Non-resident per day/per court $100.00 Court Resident per hour $7.00 Non-resident per hour $9.00 Youth Athletic Association Player Field Maintenance Fee Resident & Non-resident per person/per season $8.00-$12.00 Organization Field Maintenance Fee per organization/per season $100.00-$2,000.00 22 226 BROOKVIEW -2023 listed below - scroll down DEPOSIT Deposit is due at time of booking to hold reservation. $500 refundable damage deposit is due 30 days prior to rental. All rentals include:Set-up / take-down and AV equipment RESIDENT (Live or work in GV, book 24 months in advance for 14 hr, 12 months in advance for hourly) Room Room Capacity Hours Sweeney Lake Conference Rm -12 max 2 hr min North 50 seated chairs only 2 hr min South Waiting for #2 hr min Both Waiting for #2 hr min Twin Lake Rm -4 No minimum Fossil Creek Rm -4 No minimum Hideout -20 seated at tables 2 hr min Clubhouse -20 seated at tables 2 hr min Room Option Capacity Hours Mon-Thur Fri Sat Sun Bassett Creek 250 (200 @ rounds, 12 head table)14 hr (10 am-12 am)1200+tax $1600 + tx $1000 + tx Banquet Room 250 (216 @ rectangles, 12 head table)Hourly (2 hr min)$90/hr + tax $100/hr + tax $140/hr + tax $90/hr + tax North 72 (72 at rounds & 12 at head table)Hourly (2 hr min)$55/hr + tax $60/hr + tax $80/hr + tax $55/hr + tax South 72 (Classrm/presentation at rectangles)Hourly (2 hr min)$55/hr + tax $60/hr + tax $80/hr + tax $55/hr + tax Lilac Room -No minimum Wirth Lake Rm -40 2 hr min Rice Lake Conference Rm -12 max 2 hr min Evergreen Deck -104 seated chairs only 2 hr min 204 seated chairs only 2 hr min Deck Event/Ceremony Fee (set-up of chairs, equipment, basic PA) All rooms Special Set-up/Clean-up Banquet/Event Attendant Outdoor Heater Drapery NON-RESIDENT (Book 22 months in advance for 14 hr, 10 months in advance for hourly) Room Option Capacity Hours Sweeney Lake Conference Rm -12 max 2 hr min North 25 seated chairs only 2 hr min South 25 2 hr min Both 25 2 hr min Twin Lake Rm -4 No minimum Fossil Creek Rm -4 No minimum Hideout -20 seated at tables 2 hr min Clubhouse -20 seated at tables 2 hr min Room Option Capacity Hours Mon-Thur--Fri Sat Sun Bassett Creek 250 (200 @ rounds, 12 head table)14 hr (10 am-12 am)1400+tax $1800 + tx $1200 + tx Banquet Room 250 (216 @ rectangles, 12 head table)Hourly (2 hr min)$120/hr + tax $130/hr + tax $170/hr + tax $120/hr + tax North 84 (72 at rounds & 12 at head table)Hourly (2 hr min)$70/hr + tax $75/hr + tax $95/hr + tax $70/hr + tax South 72 (Classrm/presentation at rectangles)Hourly (2 hr min)$70/hr + tax $75/hr + tax $95/hr + tax $70/hr + tax Lilac Room -No minimum Wirth Lake Rm -40 2 hr min Rice Lake Conference Rm -12 max 2 hr min Evergreen Deck -104 seated chairs only 2 hr min 204 seated chairs only 2 hr min Deck Event/Ceremony Fee (set-up of chairs, equipment, basic PA) All rooms Special Set-up/Clean-up Banquet/Event Attendant Outdoor Heater Drapery CATERING per caterer per event per eventAdditional Clean-up $50 $50 24-month Venue Approval $150 Facility Use 12% Varies based on needs $200-$500 $50 minimum $30/hour $35/hr + tax $35/hr + tax Upper Level Full Rm $15/hr + tax $60/hr + tax $35/hr + tax $75/hr + tax ADD-ON'S $75/hr + tax -$220 Fairway Deck - $25/hour $50 $35/hr + tax Valley Room $55/hr + tax $55/hr + tax $90/hr + tax $15/hr + tax $15/hr + tax Lower Level Mon-Sun $25/hr + tax Valley Room $45/hr + tax $45/hr + tax $75/hr + tax Full Rm $15/hr + tax $15/hr + tax $15/hr + tax $25/hr $25/hr Upper Level $50/hr + tax $25/hr + tax $60/hr + tax $60/hr + tax -$200 $200-$500 Fairway Deck - Lower Level Mon-Sun ADD-ON'S Varies based on needs $50 minimum 23 227 BROOKVIEW - 2023 proposed Adopted DEPOSIT Deposit is due at time of booking to hold reservation. $500 refundable damage deposit is due 30 days prior to rental. All rentals include:Set-up / take-down and AV equipment RESIDENT (Live or work in GV, book 24 months in advance for 14.5 hr, 12 months in advance for hourly) Capacity Hours 12 2 hr min North 25 2 hr min South 25 2 hr min Both 70 2 hr min 20 2 hr min 20 2 hr min Capacity Hours Mon-Thur Fri Sat Sun 200 14.5 hr (10 am-12:30 am)$1400 + tx $1800 + tx $1200 + tx 200 Hourly (2 hr min)$100/hr + tax $120/hr + tax $150/hr + tax $100/hr + tax North 72 Hourly (2 hr min)$65/hr + tax $70/hr + tax $90/hr + tax $65/hr + tax South 72 Hourly (2 hr min)$65/hr + tax $70/hr + tax $90/hr + tax $65/hr + tax N/A N/A 40 2 hr min 10 2 hr min 50 2 hr min 200 Event/Ceremony Fee (extra set-up, PA)N/A Special Set-up/Clean-up Banquet/Event Attendant Drapery Outdoor Heater (each) Stages NON-RESIDENT (Book 22 months in advance for 14.5 hr, 10 months in advance for hourly) Capacity Hours 12 2 hr min North 25 2 hr min South 25 2 hr min Both 70 2 hr min 20 2 hr min 20 2 hr min Capacity Hours Mon-Thur Fri Sat Sun 200 14.5 hr (10 am-12:30 am)$1600 + tx $2000 + tx $1400 + tx 200 Hourly (2 hr min)$130/hr + tax $150/hr + tax $180/hr + tax $130/hr + tax North 72 Hourly (2 hr min)$80/hr + tax $85/hr + tax $105/hr + tax $80/hr + tax South 72 Hourly (2 hr min)$80/hr + tax $85/hr + tax $105/hr + tax $80/hr + tax N/A N/A 40 2 hr min 10 2 hr min 50 2 hr min 200 Event/Ceremony Fee (extra set-up, PA)N/A Special Set-up/Clean-up Banquet/Event Attendant Drapery Outdoor Heater (each) Stages CATERING per caterer per event per event Lower Level Room Mon-Sun Sweeney Lake Conference Rm $30/hr + tax Fossil Creek Rm PLEASE REMOVE THESE ROOMS FROM FEES Hideout $30/hr Clubhouse $30/hr Valley Room $55/hr + tax $55/hr + tax $85/hr + tax Twin Lake Rm PLEASE REMOVE THESE ROOMS FROM FEES Wirth Lake Rm $85/hr + tax Rice Lake Conference Rm $30/hr + tax Evergreen Deck $70/hr + tax Upper Level Room Bassett Creek Full Lilac Room $15/hr + tax Lower Level Room Mon-Sun Sweeney Lake Conference Rm $40/hr + tax Fairway Deck Included in Bassett Creek South or Bassett Creek Full Room Rental $200 ADD-ON'S All rooms Varies based on needs $50 min $30/hour $200-$500 $50 $25 for up to three sections Fossil Creek Rm PLEASE REMOVE THESE ROOMS FROM FEES Hideout $40/hr Clubhouse $40/hr Valley Room $65/hr + tax $65/hr + tax $100/hr + tax Twin Lake Rm PLEASE REMOVE THESE ROOMS FROM FEES Wirth Lake Rm $100/hr + tax Rice Lake Conference Rm $40/hr + tax Evergreen Deck $85/hr + tax Upper Level Room Bassett Creek Full Lilac Room $15/hr + tax 24-month Venue Approval $150 Facility Use 12% Additional Clean-up $50 Fairway Deck Included in Bassett Creek South or Bassett Creek Full Room Rental $250 ADD-ON'S All rooms Varies based on needs $50 min $40/hour $200-$500 $50 $25 for up to three sections 24 228 BROOKVIEW GOLF COURSE / 316 BAR & GRILL All fees are pre-tax 2022 ADOPTED FEE 2023 PROPOSED FEE REGULATION COURSE 18 Hole $40.00 $42.00 18 Hole Club Member $32.00 $34.00 18 Hole Senior Club Member (Age 60+)$28.00 $30.00 18 Hole Senior (Age 60+)$33.00 $35.00 18 Hole League $40.00 $42.00 18 Tournament $40.00 $42.00 9 Hole $21.50 $22.50 9 Hole Club Member $18.00 $19.00 9 Hole Senior Club Member (Age 60+)$16.50 $17.50 9 Hole Senior (Age 60+)$18.50 $19.50 9 Hole League $21.50 $22.50 9 Hole Tournament $21.50 $22.50 2nd Nine $18.50 $19.50 2nd Nine Club Member $14.00 $15.00 Sunrise/Sunset Rate $18.50 $19.50 Twilight $22.50 $23.50 Twilight Club Member $18.00 $19.00 Junior Rate Club Member $23.50/$13.50 25.50/14.50 Junior Rate $26.00/$16.00 28.00/17.00 PAR 3 COURSE 9 Hole $13.50 $14.50 9 Hole Club Member $10.00 $11.00 9 Hole Senior Club Member (Age 60+)$9.00 $10.00 9 Hole Senior (Age 60+)$10.50 $11.50 9 Hole League $13.50 $14.50 9 Hole Tournament $13.50 $14.50 9 Hole Junior Rate Club Member $9.00 $10.00 9 Hole Junior $10.50 $11.50 9 Hole Youth on Course $5.00 $6.00 2nd 9 Par 3 $8.50 $9.50 Junior Par 3 Season Pass $90.00 $90.00 CART RATES 18 Hole Power Cart $34.00 18 Hole Tournament Cart $34.00 18 Hole Club Member Cart $28.00 9 Hole Tournament Cart $22.00 25 229 BROOKVIEW GOLF COURSE / 316 BAR & GRILL All fees are pre-tax 2022 ADOPTED FEE 2023 PROPOSED FEE 9 Hole Power Cart $22.00 9 Hole Par 3 Power Cart $18.00 Pull Cart/Regulation Course $5.00 Pull Cart/Par 3 Course $4.00 Trailer fee/Use of personal power cart $15.00/$10.00 CLUB MEMBER CARDS Resident Adult $85.00 Non-resident Adult $125.00 Resident Senior (Age 60+)$55.00 Non-resident Senior (Age 60+)$90.00 Resident Junior (17 yrs & under)$45.00 Non-resident Junior (17 yrs & under)$50.00 Par 3 $35.00 CLUB RENTALS 18 Hole full rental - Regulation $20.00/$30.00 9 Hole full rental - Regulation $10.00/$15.00 9 hole Par 3 half rental $10.00 CURLING Curling League $175.00 $200.00 Curling Rink Rental (1 hour)$15.00 $20.00 DRIVING RANGE Small Bucket $4.00 Medium Bucket $6.00 Large Bucket $8.00 LAWN BOWLING League Fee M-Th evenings (7 week league)$400.00 Single Rink Rental - Resident and Club Member $25.00/hour Single Rink Rental - Non-resident $30.00/hour Private Rental of Four Rinks $120.00/hour Private Rental of Eight Rinks - exclusive use $240.00/hour Senior Leagues $5.00 Game Official For Private Rentals / Events $30.00/hour Game Equipment Use For Leagues & Rentals included 26 230 BROOKVIEW GOLF COURSE / 316 BAR & GRILL All fees are pre-tax 2022 ADOPTED FEE 2023 PROPOSED FEE LESSONS Adult Group $95.00-$200.00 Junior Camp $150.00-$320.00 Junior Group $65.00-$150.00 LOCKER RENTAL Season $120.00 MISCELLANEOUS FEES USGA Handicap Service MGA Non-Club Member $50.00 Club Member Annual $35.00 Comedy Shows $20.00-$50.00 N/A No Show Fee FULL FEE Tent Rental (per day)$1,000.00 Table and chair rental (per hole)$15.00 Commemorative Bench $1,000.00 THREE ONE SIX BAR + GRILL Market Rate - All products and services Market Rate - All products and services 27 231 DONATIONS 2022 ADOPTED FEE 2023 PROPOSED FEE Commemorative Bench with Engraved Plaque- City Park or Open Area $2,300.00 2,600.00$ Tree Donation- City Park or Open Area $350.00 Brookview Golf Course: Commemorative Bench with Engraved Plaque $750.00 1,000.00$ Tree Donation $350.00 28 232 RESOLUTION NO. 22-103 RESOLUTION AUTHORIZING SUMMARY PUBLICATION OF ORDINANCE NO. 747 ESTABLISHING A 2023 MASTER FEE SCHEDULE WHEREAS, the City has adopted the above referenced amendment of the Golden Valley City Code; and WHEREAS, the verbatim text of the amendment is cumbersome, and the expense of the publication of the complete text is not justified. NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Golden Valley that the following summary is hereby approved for official publication: SUMMARY PUBLICATION ORDINANCE NO. 747 AN ORDINANCE AMENDING THE CITY CODE ESTABLISHING A 2023 MASTER FEE SCHEDULE This is a summary of the provisions of Ordinance No. 747 which has been approved for publication by the City Council. At the November 15, 2022 City Council meeting, the Golden Valley City Council enacted Ordinance No. 747 updating Appendix A – Master Fee Schedule of the City Code for fees and charges for services established by ordinance. The full ordinance is available to the public at the City Clerk’s Office, 7800 Golden Valley Road during normal business hours and online at www.goldenvalleymn.gov/code/. Adopted by the City Council this 15thday of November, 2022. Shepard M. Harris, Mayor ATTEST: Theresa Schyma, City Clerk 233 EXECUTIVE SUMMARY City Administration 763-512-2345 / 763-512-2344 (fax) Golden Valley City Council Meeting November 15, 2022 Agenda Item 6B. Second Consideration of Ordinance No. 748, Repealing Article IV of the City Code Relating to the Licensing of Amusement Devices Prepared By Theresa Schyma, City Clerk Summary An amusement device is defined in the City Code as “game of skill, a coin amusement, or a video game.” This definition includes jukeboxes, pool tables, pinball machines, and other arcade games. Currently each location in the City that has amusement devices must pay an annual fee of $15 per location and an additional $15 per device. The City is not required by state statute to license amusement devices. Previously, cities licensed amusement devices because they were thought to attract crime which would increase police calls. This is no longer a generally accepted view of the impacts of amusement devices. Furthermore, licensing requires staff time and imposes a burden on the three retailers in the City that have amusement devices. For these reasons, staff believes licensing amusement devices no longer serves a public purpose and recommends repealing this section of Code in its entirety. The first reading of this ordinance was at the November 1 Council meeting. There were no public comments and the Council did not suggest any alterations to the proposed changes. Financial or Budget Considerations The City collects less than $150 per year for licensing amusement devices. Legal Considerations This ordinance has been reviewed and approved by the City Attorney. Equity Considerations Actively reviewing the City Code to eliminate antiquated and onerous practices fits within the Infrastructure That Supports and Advances Diversity, Equity, and Inclusion pillar of the City's Equity Plan. Recommended Action Motion to adopt second consideration of Ordinance No. 748, Repealing Article IV of the City Code Relating to the Licensing of Amusement Devices. 234 Supporting Documents Ordinance No. 748 235 ORDINANCE NO. 748 AN ORDINANCE AMENDING THE CITY CODE REPEALING ARTICLE IV OF THE CITY CODE RELATED TO LICENSING OF AMUSEMENT DEVICES The City Council of the City of Golden Valley hereby ordains as follows: Section 1. Licensing for Amusement Devices is hereby eliminated, City Code Chapter 16, Article IV is repealed in its entirety and the article and section numbers contained therein shall be reserved for future use. Section 2. This ordinance shall take effect from and after its passage and publication will follow as required by law. Adopted by the City Council this 15th day of November 2022. /s/Shepard M. Harris Shepard M. Harris, Mayor ATTEST: /s/Theresa J. Schyma Theresa J. Schyma, City Clerk 236 EXECUTIVE SUMMARY City Administration 763-512-2345 / 763-512-2344 (fax) Golden Valley City Council Meeting November 15, 2022 Agenda Item 6C. First Consideration of Ordinance No. 751, Board and Commission Term Limits Prepared By Maria Cisneros, City Attorney Kirsten Santelices, Deputy City Manager/HR Director Summary At its annual strategic planning session the City Council voted to increase diverse participation in boards and commissions as its Community Affairs top priority. Additionally, Council asked staff to consider updates to the current recruitment process and present a model for term limits. City Management and Human Resources staff met with staff liaisons and management team to discuss improved processes and term limits. Additionally, at the July 12, 2022 City Council Work Session City staff made recommendations to update the term limits in board/commission bylaws as one step toward the Council’s goal of diversifying boards and commissions. The term limits, as proposed by City Council, provide a structure and system that supports giving more community members opportunities to serve in appointed positions. Staff also recommended updating the definition of youth members and shifting the youth appointments to October 1 each year. At the end of the Work Session the City Council gave staff direction to prepare the amended ordinance for consideration. After the Council Work Session, staff discussed the proposal with the Planning Commission members and council liaison. Planning Manager Jason Zimmerman summarized the conclusion of those discussions in the attached memorandum. The recommended changes discussed in this memorandum are not included in this draft. If the Council approves of the recommendation, the changes can be made for the second reading on December 6, 2022. Financial or Budget Considerations There are no budget or financial considerations for this item. Legal Considerations This ordinance change was reviewed and approved by the City Attorney. Equity Considerations Instituting term limits for boards and commissions fits within the Advancement of Diversity, Equity and Inclusion pillar of the City's Equity Plan as well as the Inclusive Community Engagement pillar. 237 Implementing term limits in conjunction with staggered terms, creates a balance between continuity and turnover. Term limits also allow for rotation of voices, provide opportunity for new and different community members to participate, allow the City to more easily adjust its membership to reflect the community's changing needs and demographics, and enlarge the circle of committed supporters as members rotate off. This structural change is an important step toward creating more opportunity for diverse representation on the City's boards and commissions. Having a diverse set of representatives will help the City achieve its equity goals because "diversity fosters decision-making which involves more careful analysis. Groups without diversity consistently make weaker decisions than those made by groups with experiential diversity." Yaron Nili, Board Diversity by Term Limits?, Harvard Law School Forum on Corporate Governance (June 10, 2019), https://corpgov.law.harvard.edu/2019/06/10/board-diversity-by-term-limits/. Recommended Action Approve first reading of Ordinance No. 751 amending City Code Artivle V: Boards and Commissions. Supporting Documents Ordinance No. 751 - City Code, Article V - Boards and Commissions Term Limits Memo for Planning Commission 238 ORDINANCE NO. 751 AN ORDINANCE AMENDING THE CITY CODE AMENDING CHAPTER 2, ARTICLE V OF THE CITY CODE RELATING TO TERM LIMITS FOR BOARDS AND COMMISSIONS The City Council of the City of Golden Valley hereby ordains as follows: Section 1. City Code Chapter 2, Article V is hereby amended and shall read as follows: ARTICLE V. BOARDS AND COMMISSIONS Sec. 2-125. Generally. (a) (a) Appointments. The terms of all board and commission members shall be fixed and determined at the time of appointment. The Council shall appoint the members of all boards and commissions and may fill vacancies for unexpired terms. Members of boards and commissions shall serve until their successors are appointedterm expires and may only serve on one commission at a time. Appointments shall be made by the Council at its last meeting in April, effective May 1, except for appointments to fill vacancies and appointments to the Absentee Ballot Counting Board, which will be appointed as needed from the roster of election judges approved by the City Councilyouth appointments, which shall be made by the Council at its last meeting in September, effective October 1. (b) Staff Support. The City Manager shall appoint a staff liaison to attend all meetings of boards and commissions and record the meetings. (c) Attendance and Rules. Each board and commission shall establish bylaws, which must be reviewed and approved by the Council every three years. The Council has final authority regarding all bylaws. Boards and Commissions shall follow the latest edition of Robert's Rules of Order unless alternative procedures are established in the approved bylaws or in the City Code. A quorum shall be a simple majority of the voting membership and all recommendations shall require a quorum. No member shall serve as chair more than two years in a three-year period, except that service for less than a full year shall not be applied to this limit. If a member is unable to attend a meeting, that member shall contact the staff liaison, who shall inform the chair if a quorum cannot be attained and the meeting shall be cancelled. The Council may establish an attendance policy for members to remain in good standing. (d) Annual Report. Each board and commission shall present a written annual report outlining its activities over the past year and proposed activities for the upcoming year. (e) Term Limits. Commissioners may serve up to two consecutive terms. Partial terms shall not be counted toward this term limit. Former commissioners may be re-appointed for additional terms so long as they have not been on any commission during the twelve months prior to the effective date of any subsequent appointment. Notwithstanding the foregoing, Commissioners appointed prior to the effective date of this section 2-125(e) may complete their current term and shall be eligible for appointment to one additional term. (f) Definitions. The following words, terms, and phrases, when used in this Article only, shall have the following meanings unless the context clearly indicates otherwise: i. Partial Term: A period of time less than one half of a complete term. Created: 2022-10-06 09:44:18 [EST] (Supp. No. 5, Update 2) Page 2 of 7 ii. Youth: Individuals 21 years old or younger, who live, work, or attend school in the City of Golden Valley, or who attend school in the Robbinsdale Area School District or the Hopkins Area School District. (Code 1988, § 2.50; Ord. No. 333, 2nd Series, 9-30-2005; Ord. No. 619 , 2nd Series, § 1, 3-21-2017) Sec. 2-126. Planning Commission. (a) Establishment and Composition. A Planning Commission is hereby established, composed of eight members, seven who shall serve threefive-year staggered terms and one youth, who shall serve a one-year term. (b) Duties and Responsibilities. The Planning Commission shall advise and make recommendations to the Council in all matters relating to planning and growth of the City. Specifically it shall: (1) Develop and make recommendations to maintain and update the Comprehensive Plan of the City (2) Develop and make recommendations to maintain and update the land use regulations needed to implement the Comprehensive Plan (3) Develop and make recommendations for policies on other matters relating to the social, economic and physical environment; and (4) Advise and recommend such other functions or procedures as may be assigned to them by the City Code or the Council. (Code 1988, § 2.51; Ord. No. 333, 2nd Series, 9-30-2005; Ord. No. 619 , 2nd Series, § 2, 3-21-2017) Sec. 2-127. Open Space and Recreation Commission. (a) Establishment and Composition. An Open Space and Recreation Commission is hereby established, composed of 10 members, nine who shall serve three-year staggered terms and one youth, who shall serve a one-year term. (b) Duties and Responsibilities. The Commission shall advise and make recommendations to the Council regarding recreational programs, parks and open space in the community. Specifically it shall: (1) Develop and make recommendations to maintain and update the portion of the Comprehensive Plan relating to open space needs, parks and recreation programs, and trail systems (2) Develop and periodically review policies and plans for parks, recreation programs, use of open space, and trail systems (3) Periodically update an assessment of current programs regarding open space, parks and recreation, and trail systems (4) Periodically update an assessment of future needs regarding parks and recreation, open space, and trail systems (5) Advise the Council on cooperative agreements policies with other public and private agencies, groups or individuals relative to recreational programs and facilities; and (6) Advise Council on budget and capital outlay needs for parks and recreation, Brookview Golf Course, and Park Improvement Fund. (Code 1988, § 2.52; Ord. No. 333, 2nd Series, 9-30-2005; Ord. No. 619, 2nd Series, § 3, 3-21-2017) Sec. 2-128. Diversity, Equity and Inclusion Commission. (a) Establishment and Composition. A Diversity, Equity, and Inclusion Commission is hereby established, composed of eleven (11) members, nine (9) who shall serve three-year staggered terms and two (2) voting youth shall serve a one (1) year term. Youth members shall live or attend school within Golden Valley, the Robbinsdale Area School District, or the Hopkins Area School District and be enrolled in grades 9 through 12. (1) In accordance with the City's values and Welcome Statement, the Council shall seek to have said appointments reflect the diverse voices and perspectives in the community, including: a. Individuals who have professional, volunteer, or personal experiences with communities that have historically experienced or presently experience the stress and trauma of discrimination, for example, individuals with work or volunteer experience in the field of diversity, equity and inclusion, or personal involvement in advocacy or activism; b. Individuals who have professional, volunteer, or personal experiences with healing of marginalized communities; and c. Individuals with personal experience involving discrimination. (2) At a minimum the DEIC membership shall consist of: a. One member with a connection to multi-family or group housing; and b. One member of a community group that has demonstrated commitment to the values of racial equity, inclusion, social justice, and human rights. If the City does not receive qualified applications from one of the above categories, the remaining spots may be filled with any person who lives, works, attends school, volunteers, or worships in the City of Golden Valley. (b) Mission. The DEI Commission's mission is to promote and nurture a safe and welcoming community dedicated to the values of social equity, inclusion, and justice. (c) Duties and Responsibilities. The Commission shall advise and make recommendations to the Council in matters relating to diversity, equity, inclusion, and human rights. In accordance with its bylaws and annual work plan, and through the collaboration and cooperation of City staff, the DEI Commission shall: (1) Analyze the City's processes, procedures, policies, and ordinances as directed by the City Council on matters of diversity, equity, inclusion, human rights. (2) Present the results of programs of research and recommend changes to processes, procedures, policies, and ordinances to the City Council based on those results. (3) Regularly review and evaluate the City's community outreach methods and activities to ensure messaging reaches diverse populations and provides inclusive participation opportunities. (4) Annually provide input on the City's Equity Plan and, as requested by City Manager, their designee, or City equity staff: a. Analyze City systems to identify systems of inequality (including systemic racism), and b. Make recommendations relating to changes in ordinance, policy, or practice to dismantle those systems. c. Communicate the City's diversity, equity, and inclusion (DE&I) work and facilitate community engagement and feedback. d. Collaborate with organizations to host and promote events that educate the community on issues of diversity, equity, inclusion, and human rights, and other issues and to promote awareness and appreciation of diversity. (Ord. No. 714 , § 1, 6-1-2021) Editor's note(s)—Ord. No. 714 , § 1, adopted June 1, 2021, repealed the former § 2-128, and enacted a new § 2- 128 as set out herein. The former § 2-128 pertained to human rights commission and derived from Code 1988, § 2.53; Ord. No. 494, 2nd Series, adopted March 15, 2013; Ord. No. 619 , 2nd Series, § 4, adopted March 21, 2017. Sec. 2-129. Absentee Ballot Counting Board. The Council hereby authorizes establishes an Absentee Ballot Counting Board and further authorizes the election judges of such Board to receive, examine, and validate absentee ballotsto perform the duties proscribed by statute. The Absentee Ballot Board shall be administered by the City Clerk. The further duties of such Board shall be those provided by statute. (Code 1988, § 2.54) Sec. 2-130. Police Employment, Accountability and Community Engagement Commission. (a) Establishment. A Police Employment, Accountability, and Community Engagement Commission (PEACE Commission) is hereby established, composed of 13 members, who shall serve three-year staggered terms, except that youth members may elect to serve one, two, or three year terms. (b) Definitions. The following words, terms, and phrases, when used in this section only, shall have the meanings ascribed to them: Police Department: The Golden Valley Police Department and all other departments of the City of Golden Valley that provide public safety or law enforcement services, but only to the extent those other departments provide public safety or law enforcement services. Notwithstanding the foregoing, Police Department does not include the Golden Valley Fire Department. (c) Term limits. Commissioners may serve up to two consecutive three year terms. Partial terms shall not be counted toward this term limit. Former commissioners may be re-appointed for additional terms so long as they have not been on the commission during the twelve months prior to the effective date of any subsequent appointment. (d) Composition. The Commission shall consist of: (1) Three individuals that represent populations historically and presently harmed by policing. (2) Two employees of the Police Department which shall include: i. One licensed Peace Officer, as defined in Minn. Stats. § 626.84, subd. 1(c), that supervises other licensed Peace Officers in the Police Department, such as a commander, sergeant, or the Chief; and ii. One Police Department employee (staff or licensed Peace Officer) in a non-supervisory role. The two Police Department members shall be non-voting, ex officio members and shall not be counted in determining the number required for a quorum. If an ex officio member leaves City employment, their membership shall automatically terminate. In appointing ex officio members, the Council shall endeavor to include a variety of perspectives, experience, and roles. (3) At least one and no more than two youth , 21 years old or younger, who live, work, or attend school in the City of Golden Valley. (4) One individual with professional human resources or recruitment experience. (5) One individual or social service provider with knowledge or experience of mental health, substance use disorder, or homelessness. (6) One individual or caregiver with knowledge of or experience with the senior population in Golden Valley. (7) One parent, teacher, or administrator at a school that serves Golden Valley residents. (8) One individual who is a renter or lives in multi-family housing or group housing in Golden Valley. (9) At least one individual that has been impacted by the criminal justice system, for example, a criminal defendant or criminal defense attorney. Except for the ex officio seats, if the City does not receive qualified applications from one or more of the above categories, the remaining seats may be filled with any qualified applicant with substantial ties to the City of Golden Valley. In making appointments to the commission, the Council shall endeavor to maintain a membership that reflects the many different social identities represented in the City of Golden Valley, including but not limited to race, color, creed, religion, ancestry, national origin, sex, sexual orientation, gender identity, disability, age, marital status, status with regard to a public assistance program, socioeconomic status, or familial status. (e) Mission. It shall be the PEACE Commission's mission to help the Golden Valley Police Department innovate and transform its provision of public safety services based on community input and needs, and to assure that the department provides inclusive, community-centered service. The Commission shall carry-out this mission by: (1) Establishing transparency and accountability to the public; (2) Enhancing communication and understanding between the Police Department, and the people it serves through community dialogue and engagement; and (3) Ensuring the Police Department applies practices that promote equity and inclusion and prioritize hiring and retaining officers with diverse backgrounds. (f) Duties and responsibilities. It is the duty of the PEACE Commission to advise and make recommendations to the Council on matters relating to and affecting policing in the City of Golden Valley for the purpose of furthering the Commission's mission. All of the Commission's work shall be performed pursuant to an annual work plan approved by the Council. Specifically the Commission may: (1) Conduct programs of research and study, in conjunction with the Police Chief and City Manager that analyze Police Department practices, internal controls, and compliance with applicable law and regulation relating to: police policy and procedure; community engagement and attitudes toward policing; training, recruitment and retention initiatives; and other matters related to the mission of the Commission. Research and study includes programs that collect, review, and audit summary data and compile aggregate statistics relating to the Commission's mission. (2) Present the results of programs of research and study on a periodic basis to the City Manager, Police Chief, or City Council for the purpose of ensuring Police Department operations are conducted in a lawful, effective, transparent, and nondiscriminatory manner. (3) Make recommendations to the City Council, City Manager, and Police Chief relating to internal controls, police policy and procedure; community engagement and attitudes toward policing; training, recruitment and retention initiatives; and other matters contained within a program of research and study. (4) Celebrate exemplary police work and highlight examples of positive contributions to public safety by community members. (5) Educate and learn from the community. Create and implement a community engagement and outreach program for the purpose of building trust and communication between the police and community members and facilitate community space in response to current events related to public safety. Community engagement includes but is not limited to: community forums to facilitate discussions with community members about their experiences with the Golden Valley Police Department, programs to educate the community about policing, and informal relationship building activities. (6) Collaborate with the Community, City Manager, Human Resources Director, and Police Chief to develop and maintain equitable and inclusive recruitment and hiring processes. (7) In August of each year as part of its annual report, review and provide feedback to the City Council on: i. The previous year's hiring data; ii. The hiring and promotion processes employed by the department in the previous year; iii. The Commission's previous year goals and how the goals were advanced; iv. The Police Department's previous year goals and how the goals were advanced; and v. The City's prosecution philosophy, data, and goals, and how the goals were advanced. (g) Minimum training requirements. Within one year of appointment, all new members must complete the Golden Valley Citizen's Academy or similar training as arranged by the Police Chief. (h) Requirement of cooperation by police department and all other city employees and officials. The PEACE Commission shall have full, free, and unrestricted access, to the extent authorized by law, to the records of the Police Department and prosecutor's office in order to facilitate research and study projects authorized in section (f)(1) herein and to conduct special reviews at the request of the City Council. (Ord. No. 719 , § 1, 8-4-2021) Editor's note(s)—Ord. No. 718 , § 1, adopted Aug. 4, 2021, repealed the former § 2-130, which pertained to police civil service commission and derived from Code 1988, § 2.55. Ord. No. 719 , § 1, adopted Aug. 4, 2021 then enacted § 2-130 to read as herein set out. Sec. 2-131. Environmental Commission. (a) Establishment and Composition. An Environmental Commission is hereby established, composed of nine members, seven who shall serve three-year staggered terms and two youth, who shall serve a one-year term. (b) Duties and Responsibilities. It is the duty of the Environmental Commission to advise and make recommendations to the Council in matters relating to and affecting the environment and human health. Specifically, it shall: (1) Develop and make recommendations to educate the public on environmental regulations, policies, practices and tools; (2) Develop and make recommendations as an advisory review body for amendments to or revisions of the City's Surface Water Management Plan and provide advice as requested by the Council on other City programs and initiatives; (3) Review and make recommendations regarding the City's existing environmental ordinances, policies and guidelines; (4) Develop and make recommendations on management practices for the City's nature areas, public and private ponding areas, and other such City-owned properties as directed by the Council; (5) Develop and make recommendations regarding waste reduction, recycling, and organics/composting; (6) Review and make recommendations on the City's resilience and sustainability policies and actions to address climate variations; (7) Identify and advise the Council on activities initiated by other public and quasi- public agencies regarding environmental issues and participate as directed by the Council; and (8) Advise and recommend such other functions or procedures as may be assigned to them by the City Code or the Council. (Code 1988, § 2.56; Ord. No. 333, 2nd Series, 9-30-2005; Ord. No. 619, 2nd Series, § 5, 3-21-2017; Ord. No. 681 , § 1, 6-2-2020; Ord. No. 726 , § 1, 12-21-2021) Section 2. This ordinance shall take effect from and after its passage and publication as required by law. Adopted by the City Council this 6th day of December, 2022. _____________________________ Shepard M. Harris, Mayor ATTEST: _____________________________ Theresa Schyma, City Clerk 1 Date:November 1, 2022 To:Kirsten Santelices, Deputy City Manager/Human Resources Director Maria Cisneros, City Attorney From:Jason Zimmerman, Planning Manager Subject:Board and Commission Term Limits In light of ongoing City Council discussions regarding term limits for Board Members and Commissioners, members of the Planning Commission have been following closely the proposed ordinance and bylaw changes and have engaged in discussion with staff and the Council Liaison to the Planning Commission in order to offer thoughts and feedback. All agree that there is unique value in having experienced Commissioners serving on the Planning Commission, given the complexity of the issues that come before that body and the long time horizon over which decisions that have been made are implemented and from which lessons can be learned. It is the belief of those currently serving that should term limits be approved by the City Council, providing the opportunity for additional years of service before limits would be imposed would be beneficial to the City. As these conversations have occurred, the proposal for the Planning Commission has evolved from two three-year terms, to two four-year terms, to the current proposal of two five-year terms. In one sense this achieves the intended purpose by providing up to ten years of service on the Planning Commission before any one individual would need to step aside. However, staff and Commissioners grew concerned that a five-year term – with its two to three meetings per month – would present such a commitment that it could lead to mid-term vacancies or even discourage interested parties from applying, thereby directly working against the intended purpose of bringing new members and diversity to this body. 246 2 An alternative advanced by staff and supported by the current Planning Commissioners, would be to allow those serving on that body to complete three three-year terms before facing the need to step aside. This would keep the term length consistent with the other Boards and Commissions, but would break the overall length of service into more palatable pieces, allowing for that additional time for experience to play out while also providing an off-ramp if the fit is not there after the first or second term. Should the Council decide to adopt this suggested change, modifications to the proposed City Code Sections 2-125 (e) and 2-126 (a) could be made as part of the first reading or between the first and second readings. The proposed Section 2-125 (e) could be revised to read as follows: (e)Term Limits.Commissioners may serve up to two consecutive terms, except for members of the Planning Commission who may serve up to three consecutive terms. Partial terms shall not be counted towards this term limit. Former commissioners may be re-appointed for additional terms so long as they have not been on any commission during the twelve months prior to the effective date of any subsequent appointment. Notwithstanding the foregoing, Commissioners appointed prior to the effective date of this section 2-123 (e) that have served more than two terms may complete their current term and shall be eligible for appointment to one additional term. Section 2-126 (a) could be left with its original wording: (a)Establishment and Composition.A Planning Commission is hereby established, composed of eight members, seven who shall serve three-year staggered terms and one youth, who shall serve a one-year term. 247 EXECUTIVE SUMMARY Parks & Recreation 763-512-2345 / 763-512-2344 (fax) Golden Valley City Council Meeting November 15, 2022 Agenda Item 6D. First Consideration of Ordinance No. 752, Amending the City Code to Change the Human Services Commission (HSC) to a New Community Services Commission (CSC) Prepared By Maria Cisneros, City Attorney Brian Erickson, Recreation Supervisor Summary Due to a shortage of applicants to serve on the HSC as well as a shortage of volunteers to serve on numerous city sponsored fundraising events, staff worked with members of the HSC to develop a proposal to better align volunteers and meet the community needs. Key updates for the proposed bylaw changes include: Rebranding to Community Services Commission (CSC) Creating a more efficient operation model to make the commission more appealing to future applicants Reducing the number of members to serve on the proposed commission Reducing the number of meeting commitments each year Maintaining a commitment to funding family service organizations Staff assuming responsibility of organizing and implementing community fundraising events HSC would continue in its current form and meet its current responsibilities through 2022 Through this process of reviewing and discussing key elements in the functioning of the HSC, staff is recommending the proposed changes for consideration to amend the current bylaw language. Legal Considerations The City Attorney reviewed and approved the proposed ordinance change. Equity Considerations N/A Recommended Action Motion to approve first reading of Ordinance No. 752 amending City Code Section 2-132 Human Services Commission. Supporting Documents Redline - draft ordinance of Community Services Commission 248 Ordinance No. 752 249 Redline – Ordinance No. 752 Sec. 2-132. Human Community Services Commission. (a) Establishment and Composition. A Human Service Commission is hereby established, composed of ten four members, seven citizens-at-large, two business or non-profit members who shall serve three-year staggered terms, and one youth member, who shall serve threea one year staggered terms and one voting youth who shall serve a one (1) year term. (b) Duties and Responsibilities. The Human Services Commission shall study human service needs in the community and recommend action to the Council as to matters regarding funding of those needs. Specifically it shall: (1) Identify the community's needs for human services. (2) Develop guidelines to evaluate funding requests and allocate funds to human service organizations that meet the identified needs of the community. (3) review funding requests and recommend allocating funds for community service organizations that meet the identified needs of the community (43) Determine Develop funds needed and strategies to providestrategies for funding through charitable gambling proceeds, fundraisers, or community events. (54) Encourage and enlist participation from the greater Golden Valley community. (Code 1988, § 2.57; Ord. No. 619 , 2nd Series, § 6(2.57), 3-21-2017; Ord. No. 643, 2nd Series , § 1(2.57), 8-8-2018) ORDINANCE NO. 752 AN ORDINANCE AMENDING THE CITY CODE AMENDING CHAPTER 2 OF THE CITY CODE CHANGING THE HUMAN SERVICES COMMISSION TO A NEW COMMUNITY SERVICES COMMISSION The City Council of the City of Golden Valley hereby ordains as follows: Section 1. City Code Chapter 2, Article V, Section 2-132 is hereby renamed, amended, and shall read as follows: Sec. 2-132. Community Services Commission. (a)Establishment and Composition. A Human Service Commission is hereby established, composed of four members, who shall serve three year staggered terms and one voting youth who shall serve a one (1) year term. (b)Duties and Responsibilities. The Human Services Commission shall study human service needs in the community and recommend action to the Council as to matters regarding funding of those needs. Specifically it shall: (1)Identify the community's needs for human services. (2)Develop guidelines to evaluate funding requests and allocate funds to human service organizations that meet the identified needs of the community. (3) Review funding requests and recommend allocating funds for community service organizations that meet the identified needs of the community (4)Develop strategies for funding through charitable gambling proceeds, fundraisers, or community events. (5)Encourage and enlist participation from the greater Golden Valley community. (Code 1988, § 2.57; Ord. No. 619 , 2nd Series, § 6(2.57), 3-21-2017; Ord. No. 643, 2nd Series , § 1(2.57), 8-8-2018) Section 2. This ordinance shall take effect from and after its passage and publication as required by law. Adopted by the City Council this 6th day of December, 2022. _____________________________ Shepard M. Harris, Mayor ATTEST: _____________________________ Theresa Schyma, City Clerk 251 Event Event Time Location NOVEMBER Thursday, November 24 City Offices Closed for Observance of Thanksgiving Friday, November 25 City Offices Closed for Observance of Thanksgiving DECEMBER Thursday, December 1 Building An Equitable Golden Valley Quarterly Conversation: DEI Celebration 6:00 PM - 7:15 PM Hybrid Event Tuesday, December 6 HRA Meeting 6:30 PM Hybrid - Council Chambers City Council Meeting (Includes the Annual Truth-in-Taxation Hearing)6:30 PM Hybrid - Council Chambers Sunday, December 11 Winter Market in the Valley (Indoors)10:00 AM - 1:00 PM Brookview Bassett Creek Room Monday, December 12 Special City Council Training Session 8:00 AM - 3:00 PM Council Conference Room Wednesday, December 13 Council Work Session 6:30 PM Hybrid - Council Conference Room Tuesday, December 20 City Council Meeting 6:30 PM Hybrid - Council Chambers Friday, December 23 City Offices Closed for Christmas Eve (observed) Monday, December 26 City Offices Closed for Christmas Day (observed) JANUARY Monday, January 2 City Offices Closed for Observance of New Years Day Tuesday, January 3 City Council Meeting 6:30 PM Hybrid - Council Chambers Sunday, January 8 Winter Market in the Valley (Indoors)10:00 AM – 1:00 PM Brookview Bassett Creek Room Tuesday, January 10 Council Work Session 6:30 PM Hybrid - Council Chambers Review of Council Calendar 252