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11-16-21 City Council Agenda 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 177 713 8700. Members of the public wishing to address the Council should call 763-593-8060. 1. Call to Order A. Pledge of Allegiance Pages B. Roll Call C. Presentation – Hennepin County District Court Update with Chief Judge Toddrick Barnette 3-5 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. A. Approval of City Check Register 6 B. Approval of Resolution No. 21-88 Relating to the Financing of City’s 2023 Lindsay Street Reconstruction 7-10 C. Approval of One-Year Extension of Zoning Code Variance for 1109 Winnetka Ave N 11-16 D. Approval of Resolution No. 21-90 Updating the City's Equity Plan 17-35 E. Receive and File Just Deeds Inaugural Annual Report 36-51 4. Public Hearing A. Public Hearing - 6440 Wayzata Boulevard, Spire Credit Union 1. Preliminary Plan for Subdivision 2. Ordinance No. 723, Conditional Use Permit No. 171 to Allow a Financial Institution With a Drive-Through 52-57 58-86 B. Public Hearing – 6300 Olson Memorial Highway, United Properties 1. Amendment to Future Land use Map, Resolution No. 21-89 2. Amendment to Zoning Map, Ordinance No. 724 3. Preliminary Plan for Subdivision 87-128 129-142 143-162 November 16, 2021 – 6:30 pm Council Chambers Hybrid Meeting City of Golden Valley City Council Regular Meeting November 16, 2021 – 6:30 pm 2 5. Old Business 6. New Business A. Review of Council Calendar 163 B. Mayor and Council Communications 1. Other Committee/Meeting updates 7. Adjournment Golden Valley City Council Meeting November 16, 2021 Agenda Item 1. C. Presentation – Hennepin County District Court Update with Chief Judge Toddrick Barnette Prepared By Tim Cruikshank, City Manager Summary The office of Hennepin County District Court Chief Judge Toddrick Barnette contacted staff in October about a new outreach method they are trying in order to strengthen working relationships with local partners. Judge Barnette will provide information about the work being done in Hennepin County courts and give the Council an opportunity to ask questions. Financial Or Budget Considerations Not applicable Supporting Documents • Fourth Judicial District At A Glance City Council 2021 (2 pages) To provide justice through a system that assures equal access for the fair and timely resolution of cases and controversies. Personnel:  63 judges (number set by Legislature)  12 referees (specialized judicial officers)  564 staff (full-time-equivalent) Divisions:  Civil  Criminal  Family  Juvenile  Probate/Mental Health Locations:  5 locations in downtown Minneapolis and two suburban courts with county libraries and service centers: Brookdale, Brooklyn Center; Ridgedale, Minnetonka Large Urban Court:  22% of Minnesotans live in Hennepin County  In 2020, handled 34% of the state’s trial court case filings (334,106)  One of the largest urban counties in the nation Mission Fourth Judicial District: Hennepin County District Court At -A-Glance Juror stats in 2020:  300 jury trials requested (263 criminal, 34 civil)  Pre-pandemic comparison: In 2019, there were 725 jury trials requested (633 criminal, 92 civil)  30,530 citizens summoned Fourth Judicial District: Hennepin County District Court At -A-Glance Focus on Quality of Justice: Treatment Courts Model Specialized treatment courts include Criminal Mental Health Court, Drug Court, DWI Court, and Veterans Court  High-risk, high-need population with a treatable condition  Protects public safety and due process  Non-adversarial prosecutor/defense counsel  Intensive judicial/probationary supervision  More immediate/timely incentives and sanctions Challenges  4.2% increase in felony filings between 2015-2019 (five-year average)  Criminal backlog of felony and gross misdemeanor cases due to pandemic  Many criminal defendants suffer from drug or alcohol addiction or abuse, mental illness, or a physical disability.  Continued increase in domestic abuse Order for Protection case filings  Child in Need of Protection Services (CHIPS) caseload continues to increase  Many litigants are self-represented. At least one party is without an attorney in most family and minor civil cases.  Interpreter requests for more than 100 languages provided annually (14,097 requests last year) Adoptions  179 children adopted in Hennepin County last year Contact Us Todd Barnette, Chief Judge Toddrick.Barnette@courts.state.mn.us Sarah Lindahl-Pfieffer, District Court Administrator Sarah.Lindahl-Pfieffer@courts.state.mn.us Mike Valleau, Legislative Liaison Michael.Valleau@courts.state.mn.us Website: www.mncourts.gov/hennepin Fourth District Updates & Innovations  An efficient, electronic court: paperless court files, effective electronic workflows and queues, customer kiosks, and digital signage  Texting and emailing to defendants to remind them of court hearings: reduced failure to appear for hearings by 35%  Adult Detention Initiative: focusing on pretrial detention only for defendants who pose a public safety risk or risk of not reappearing  Pioneered a validated and locally normed Pretrial Scale that has been used for decades and is race and gender neutral. This tool allows judges to make objective release decisions.  Juvenile Detention Alternatives Initiative (JDAI): 59% decrease in daily population at Juvenile Detention Center; 37% decrease in out-of-home placements Golden Valley City Council Meeting November 16, 2021 Agenda Item 3. A. Approval of City Check Register Prepared By Sue Virnig, Finance Director Summary Approval of the check register for various vendor claims against the City of Golden Valley. 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. Recommended Action Motion to authorize the payment of the bills as submitted. Supporting Documents Document is located on city website at the following location: http://weblink.ci.golden-valley.mn.us/WebLink/Browse.aspx?id=876916&dbid=0&repo=GoldenValley The check register for approval: • 11-12-21 Check Register Golden Valley City Council Meeting November 16, 2021 Agenda Item 3. B. Resolution No. 21-88 Relating to the Financing of City’s 2023 Lindsay Street Reconstruction Prepared By Sue Virnig, Finance Director Summary The following resolution will allow the city to be reimbursed for expenditures related to the 2023 City work with the construction of Lindsay Street. This street will be reconstruction with Zane Avenue and costs will be kept separately for reimbursement by bond proceeds when issued. The set sale time will be after the construction bids are received for the project. Financial Or Budget Considerations The consideration of this agenda item will allow bond proceeds to pay for any allowed expenditure for the 2023 Lindsay Street Reconstruction from this date forward. Recommended Action Motion to adopt Resolution No. 21-88 Relating to the Financing of City’s 2023 Pavement Management Program located on Lindsay Street 23-02; Establishing Compliance with Reimbursement Bond Regulations under the Internal Revenue Code. Supporting Documents • Resolution No. 21-88 Relating to the Financing of City’s 2023-02 Pavement Management Program located on Lindsay Street Declaring the Official Intent to Reimburse Certain Capital Expenditures of the Project from the Proceeds of Tax-Exempt Bonds and Establishing Compliance with Reimbursement Bond Regulations under the Internal Revenue Code (3 pages). GL135-36-761534.v1 1 RESOLUTION NO. 21-88 RESOLUTION RELATING TO FINANCING THE RECONSTRUCTION OF ZANE AVENUE AND LINDSAY STREET; DECLARING THE OFFICIAL INTENT TO REIMBURSE CERTAIN CAPITAL EXPENDITURES OF THE PROJECT FROM THE PROCEEDS OF TAX-EXEMPT BONDS AND ESTABLISHING COMPLIANCE WITH REIMBURSEMENT BOND REGULATIONS UNDER THE INTERNAL REVENUE CODE WHEREAS, the Internal Revenue Service has issued Treasury Regulations, Section 1.150-2 (the “Reimbursement Regulations”) under the Internal Revenue Code of 1986, as amended (the “Code”), providing that proceeds of tax-exempt bonds used to reimburse prior capital expenditures will not be deemed spent unless certain requirements are met; and WHEREAS, the City of Golden Valley, Minnesota, a municipal corporation and a political subdivision of the State of Minnesota (the “City”), expects to incur certain expenditures that may be financed temporarily from sources other than tax-exempt bonds, and later reimbursed from the proceeds of tax-exempt bonds; and WHEREAS, the City has determined to make a declaration of its official intent (the “Declaration”) to reimburse certain capital costs from the proceeds derived from the sale of tax- exempt bonds issued by the City or another political subdivision in accordance with the Reimbursement Regulations. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF GOLDEN VALLEY, MINNESOTA AS FOLLOWS: 1. The City may incur certain capital expenditures in connection with the reconstruction of a portion of Zane Avenue and Lindsay Street as described in the attached Exhibit A (collectively, the “Project”) 2. The City reasonably expects to reimburse the expenditures made for certain costs of the Project from the proceeds of tax-exempt bonds in a principal amount currently estimated not to exceed $2,500,000. All reimbursed expenditures related to the Project will be capital expenditures, costs of issuance of the tax-exempt bonds or other expenditures eligible for reimbursement under Section 1.150-2(d)(3) of the Reimbursement Regulations. 3. This Declaration has been made not later than 60 days after payment of any original expenditure to be subject to a reimbursement allocation with respect to the proceeds of tax-exempt bonds, except for the following expenditures: (a) costs of issuance of tax-exempt bonds; (b) costs in an amount not in excess of the lesser of $100,000 or 5% of the proceeds of the tax-exempt bonds; or (c) “preliminary expenditures” up to an amount not in excess of 20% of the aggregate issue price of the tax-exempt bonds that are reasonably expected by the City to finance the Project. The term “preliminary expenditures” includes architectural, engineering, surveying, soil testing, bond issuance and similar costs that are incurred prior to commencement of acquisition, construction, or GL135-36-761534.v1 2 rehabilitation of the Project, excluding land acquisition, site preparation, and similar costs incident to commencement of construction. 4. A reimbursement allocation with respect to tax-exempt bonds will be made not later than 18 months after the later of: (i) the date the original expenditure is paid; or (ii) the date the Project is placed in service or abandoned, but in no event more than 3 years after the original expenditure. 5. This Declaration is an expression of the reasonable expectations of the City based on the facts and circumstances known to the City as of the date hereof. The anticipated original expenditures for the Project and the principal amount of the tax-exempt bonds described in paragraph 2 are consistent with the City’s budgetary and financial circumstances. No sources other than proceeds of tax-exempt bonds are reasonably expected to be reserved, allocated on a long-term basis, or otherwise set aside pursuant to the City’s budget or financial policies to pay such expenditures for which bonds are issued. 6. The action is intended to constitute a declaration of official intent for purposes of the Reimbursement Regulations. Adopted by the City Council this 16th day of November, 2021. _____________________________ Shepard M. Harris, Mayor ATTEST: _____________________________ Theresa Schyma, City Clerk GL135-36-761534.v1 A-1 Exhibit A Project Description The City of Golden Valley proposes to reconstruct approximately 0.53 miles of State Aid and 0.27 miles of local streets in the northwest quadrant of Trunk Highway 100 and Trunk Highway 55. The following streets are included in the project: • Zane Avenue North from Olson Memorial Frontage Road to Golden Valley Road-Municipal State Aid • Lindsay Street from Zane Avenue North to Lilac Drive North-City Streets Golden Valley City Council Meeting November 16, 2021 Agenda Item 3. C. Approval of One-Year Extension of Zoning Code Variance for 1109 Winnetka Ave N Prepared By Jason Zimmerman, Planning Manager Background At the October 22, 2019 meeting of the Board of Zoning Appeals, the Board members approved a variance for the property at 1109 Winnetka Ave N to allow for the construction of a home/garage addition. The BZA granted a variance from Section 113-88, Subd. (f)(1)(c)(2) Side Yard Setback, to allow the home/garage addition to be 7.17 feet off of the required 12.5 feet to a distance of 5.3 feet at its closes point to the side yard (south) property line. According to the Zoning Code, a building permit must be applied for within one year of the date of the final notice of variance approval. The applicant, Mike Olson, requested a one-year extension in November of 2020. This extension was granted by the City Council. The applicant is now requesting a second one-year extension which would extend the time available to apply for a building permit to October 21, 2022. Recommendation Motion to approve a one-year extension for an approved Zoning Code variance for 1109 Winnetka Ave N to October 21, 2022. Attachments • Applicant’s Request for Extension (1 page) • Board of Zoning Appeals Minutes Dated October 22, 2019 (3 pages) • Notice of Final Order (1 Page) Dear Golden Valley City Counsel, We would like to apply for an extension to our variance that was approved on October 22, 2019 for our property 1109 Winnetka Ave North. Due to a loss of income during COVID 19 we needed to push our home renovation plans out until spring of 2022. Therefore we are requesting an extension of our variance so we may continue with our home renovations when we are financially able. Please let us know if any further actions are needed from us. We appreciate your time. Trisha Fry & Mike Olson. CityofGoldenValley BZARegularMeeting October22,2019–7pm 2 roadwasnotcreatedbytheapplicantwhichiswhatiscreatingthefrontyardissue,andsurrounding propertieshaveprivacyfencessoafenceonthispropertywouldnotalterthecharacterofthe neighborhood. Campbellstatedthatstaffisrecommendingapprovaloftherequesttoallowforanincreaseinthe maximumfenceheightallowedattherearofthelotfrom4ft.to6ft. BlumaskedifthereareanysimilarscenarioslikethisintheCity.NelsonsaidtheBoardhasbeentough onfencevariancesinthepast.ShenotedthatvarianceshavebeengrantedalongtheHighway55 frontageroad. BrockPeterson,applicant,saidthepropertyalongWayzataBlvd.reallyactslikearearyard. Nelsonopenedthepublichearing.Seeingandhearingnoonewishingtocomment,Nelsonclosedthe publichearing. MOTIONmadebyOrenstein,secondedbyPerichtoapprovethevariancerequestfor2ft.ofadditional heightthanallowedinafrontyardtoallowfora6ͲfoottallfencealongWayzataBlvdandthemotion carried4to0. 1109WinnetkaAvenueNorth TrishaFryandMikeOlson,Applicants Request:WaiverfromSection113Ͳ88,SingleFamilyResidential,Subd.(f)(1)(c)(2)HeightRequirements x 7.17ft.offoftherequired12.5ft.toadistanceof5.33ft.atitsclosestpointtothesideyard(south) propertyline. Purpose:Toallowforagarageaddition. Campbellreferredtoalocationmapofthepropertyandexplainedtheapplicant’srequestforavariance of7.17ft.offtherequired12.5ft.toadistanceof5.33feetatitsclosestpointtothesideyard(south) propertylineinordertoconverttheexistingbreezewayspacetolivablespaceandtoaddasecond garagestall. CampbellexplainedthatZoningCoderequiredlotshavingawidthgreaterthan65ft.andlessthan100 ft.thesidesetbacksforanyportionofastructure15ft.orlessinheightshallbe12.5ft. Campbellstatedthestaffanalysisisthatatwostallgarageisareasonableuseandisthenormformost newlyconstructedhome.Thelocationoftheadditionwouldputitbehindthefrontplaneofthehouse andpreservetheexistingfrontfacade.ThelotissomewhatundersizedcomparedtocurrentRͲ1 requirementsandthelocationofanemergencyexitinhibitssomedevelopmenttotherear.Headded CityofGoldenValley BZARegularMeeting October22,2019–7pm 3 thatmanysurroundingandnearbypropertieshavegaragesforoneortwocarstothisproposalwould notimpacttheessentialcharacteroftheneighborhood. Campbellstatedthatstaffisrecommendingapprovaloftherequestedvariance. Orensteinaskedaboutthesetbackrequirementonthenorthsideofthepropertyandiftherewouldbe anychangesonthenorthside.Campbellsaidthesetbackonthenorthsideisalso12.5ft.andthere wouldbenochangesmadetothatsideoftheproperty. Nelsonaskedifthenewdrivewaywouldmeettherequiredsetback.Campbellsaidyes,thedriveway wouldbe3ft.fromthesideyardpropertylineasrequired. Blumsaidhehasquestionsaboutthefeasibilityofotheroptions.Heaskedaboutthesizeofthecurrent garageandtheproposednewgarage.Campbellsaidthecurrentgarageisapproximately11.5ft.widex 21ft.deepandtheproposednewgaragewouldbe20.5ft.widex26ft.deep.Henotedthattheexisting breezewayisproposedtobeusedforakitchenremodel.Blumaskedaboutthelengthofthebreezeway. Campbellsaiditis10.4ft.long.Zimmermanaddedthattheproposednewgaragewouldbe approximately8ft.widerthantheexistinggarage.Blumsaidhethinksthebreezewaycouldbeusedfor additionalgaragespace.Campbellsaidthebreezewayandgaragewillbothneedfoundationworktodo anytypeofaddition.Blumaskedifthereisanythingtotherearofthecurrentgarageandbreezeway thatwouldpreventanadditiontotherearoftheproperty.Campbellsaidthereisanexistingdeckinthe rearyard.Blumaskedabouttherearyardsetback.Campbellsaidtherearyardsetbackis25ft.Blumsaid itseemslikethereisnothingtopreventtheapplicantfrombuildingatandemtwostallgaragetotherear oftheexistingstructure. MikeOlson,applicant,statedthattheywanttomakethehomemoreusableandhaveenoughspacefor twocarsinthegarage. Nelsonaskedifthereisanegresswindowbehindthehouse.TrishaFry,applicantsaidyes,thereisa smallgalleykitchenthattheywouldliketoexpandintothebreezewayspaceandthatthereisanegress windowunderthekitchen. Nelsonopenedthepublichearing.SeeingandhearingnoonewishingtocommentNelsonclosedthe publichearing. Blumsaidhethinksthevariancerequestissubstantialandsaidtherewouldbenodifficultyin constructingatandemgaragewithoutavariance.Hesaidthereismorethanenoughroombetweenthe existinghouseandgarageforagarageadditionifthebreezewaywasusedforgaragespace.Headded thatisdifferentfromothergaragevarianceshe’sseenbecauseinthosecasesthegaragewasattached tothehouseandinthiscasethereareatleasttwootheroptionsthatcouldbeusedbytheapplicantto buildatwostallgarage. CityofGoldenValley BZARegularMeeting October22,2019–7pm 4 NelsonsaidinordertoallowpeopleatwostallgaragetheBoardhasgrantedvariancesinthepastthat areclosertothesideyardpropertylinethanwhatiscurrentlybeingrequested.Shesaidshe understandsBlum’sconcernaboutusingthebreezewayforadditionalgaragespacebuttoheratandem garageisnotverydesirableoruseful. Blumaskedifatandemgarage,despitebeingundesirable,constitutesthelevelofhardshipthatis requiredwhenapprovingvariances.Nelsonsaidshethinksitwould. OrensteinagreedtheBoardhasahistoryofapprovingvariancesinordertoallowasecondgaragestall. Hesaidheunderstandsthisisasubstantialvariancerequestbuthewouldbesupportiveofit.Blumsaid therearewaystheapplicantcanbuildasecondgaragestallwithoutneedingavariance. Nelsonaskedtheapplicantstoexplainthesquarefootageofthehomeandtheirplansforthebreezeway space.Frysaidthereisapproximately1,300squarefeetandusingthebreezewaywouldgivethemabout 170squarefeetofadditionalspace.Shestatedthattheexistingkitchenisatiny,galleystylekitchenand itisdifficultfortwopeopletobeinitatthesametime.Olsonaddedthattheywouldalsolikethe additionallivingandentertainingspace.Frysaidtheywouldbewillingtousesomeofthebreezeway spaceinordertohaveasidebysidegarage,buttheyhavedifferentworkschedulessoatandemgarage wouldbedifficultforthem. Perichsaidhethinkstheproposalisreasonableandnotedthata20footwidegarageisreallythebare minimumsizeforatwostallgarage.Hesaidtheproposalwon’taltertheessentialcharacterofthe neighborhoodsohewouldvoteinfavorofthevarianceasrequested. Nelsonsaidshethinksatwostallgaragewillimprovethepropertyandsheisinfavorofthevariance requestasproposed. MOTIONmadebyNelson,secondedbyPerichtoapprovethevariancerequestfor7.17ft.offofthe required12.5ft.toadistanceof5.33ft.atitsclosestpointtothesideyard(south)propertylinetoallow forahome/garageaddition.Themotioncarried3to1.Blumvotedno. 5410WayzataBoulevard WebbGoldenValley,LLC,Applicant Request:WaiverfromSection113Ͳ151,OffͲStreetParkingandLoading,Subd.(b)(8)DesignStandards x 22ft.widedriveaislesratherthantherequired24ft.inthenorthparkinglotarea. Zimmermanreferredtoalocationmapandaerialphotoofthepropertyandstatedthatthepropertyis 4.5acresandissplitbyapublicalley.Hestatedthatthesouthportionofthepropertycontainsone buildingthathousesGoodDayCafe,MetropolitanBallroom,andD’AmicoCateringandthatthevariance requestpertainsonlytothenorthportionofthesitewhichisaparkinglot.Heexplainedthat constructionofIͲ394andtheapartment/seniorbuildingstotheeasthavereducedparkingandthata Golden Valley City Council Meeting November 16, 2021 Agenda Item 3. D. Equity Plan Adoption Prepared By Kiarra Zackery, Equity and Inclusion Manager Summary In 2018, the City of Golden Valley Management Team completed a series of trainings and professional developments through the Government Alliance for Racial Equity (GARE) to create an equity plan. The City Council adopted the first iteration of the plan in January 2019. The City Council created the Rising TIDES Task Force to provide recommendations and feedback on the Equity Plan over its lifetime. Hired in August 2020, the Equity and Inclusion Manager collaborated with the Rising TIDES Task Force and the Management Team to re-structure and add time bound measurable action items to the plan. The Diversity, Equity, and Inclusion Commission (DEIC) facilitated a quarterly forum in October 2021 to solicit community feedback. The attached plan reflects the results of the feedback sessions from all stakeholder groups. The Equity and Inclusion Manager will update the Equity Plan annually with community input through the DEIC and the Management Team. Financial Or Budget Considerations Not applicable Recommended Action Motion to approve Resolution No. 21-90 updating the City’s Equity Plan. Supporting Documents • Resolution No. 21-90 (1 page) • Exhibit A - Equity Plan 2021 (16 pages) • Community Input Tables (1 page) RESOLUTION NO. 21-90 RESOLUTION ADOPTING UPDATED EQUITY PLAN WHEREAS, the City Council adopted the first iteration of the City’s Equity Plan in January 2019; and WHEREAS, staff recommends updating the plan in order to re-structure and add time bound measurable action items. NOW THEREFORE BE IT RESOLVED, that the City Council for the City of Golden Valley adopts the updated Equity Plan attached hereto as Exhibit A. Adopted by the City Council of Golden Valley, Minnesota this 16th day of November, 2021. _____________________________ Shepard M. Harris, Mayor ATTEST: _____________________________ Theresa Schyma, City Clerk City of Golden Valley Equity Plan Introduction In late 2016, the City joined the Government Alliance on Race and Equity (GARE) program, sponsored by the Center for Social Inclusion. GARE is a national network of government working to achieve racial equity and advance opportunities for all. The City spent 2017 developing a strategic vision and actionable goals to advance equity and inclusion, both internally and externally within the city. The City Council adopted the Equity Plan in 2018. In 2019, the City Council appointed a Task Force to provide recommended implementation action steps based on the City’s objectives. The City’s equity plan is considered a living and responsive document. The City regularly updates its Equity Plan with data, progress, identified needs of the community, and recommendations (adopted by City Council) from Task Forces/Commissions. The City recognizes the historical and present disparities perpetuated by its structures, policies, and procedures burdened by different communities, particularly within Black, Indigenous and People of Color communities. Consequently, the City is committed to transforming local government to dismantle barriers, provide resources, and enhance opportunities for all of its residents and visitors. Elements of the City’s Equity Infrastructure City Welcome Statement In March 2018 the City Council unanimously voted to adopt a Welcome Statement, declaring our belief that all individuals regardless of race, color, creed, religion, national origin, immigration status, gender, gender identity, marital status, age, disability, economic status, sexual orientation, familial status, or cultural background, are welcome in Golden Valley. The statement reads: The City of Golden Valley believes in and stands for the values of social equity, inclusion, and justice. We embrace diversity and recognize the rights of individuals to live their lives with dignity, free of discrimination, fear, violence, and hate. We welcome individuals to Golden Valley regardless of race, color, creed, religion, national origin, immigration status, gender, gender identity, marital status, age, disability, economic status, sexual orientation, familial status, or cultural background. We strive to provide fair and unbiased services and programs, giving opportunities for all. We are dedicated to being a supportive and united community, strengthened by the diversity of our residents and visitors. Our journey has taken us down a path to acknowledge our history, recognize where we are now, and make changes to enhance our future. City of Golden Valley Equity Plan Just Deeds Coalition Just Deeds is the name of a project launched by the Golden Valley Human Rights Commission (the “HRC”) to provide free legal assistance to homeowners who want to research and discharge discriminatory covenants from their property titles. Just Deeds also shares the name with a coalition of cross-disciplinary organizations whose goal is to acknowledge the harm caused by discriminatory covenants and actively work to dismantle structural and institutional racism. The Coalition is actively working to educate Minnesotans of historically racist practices; the deliberate damage they have caused communities of color and other traditionally marginalized groups of people; and how these systems directly benefited white persons. Additionally, the Coalition aims to take an active role in identifying discriminatory systems and devote resources toward creating equity for all persons. Equity Leadership Team Outlined in the GARE process, a central part of any agency’s commitment to equity should include a working group tasked with initiating, measuring and reflecting upon practices, policies and procedures in the name of equity. The City of Golden Valley’s Equity Leadership Team is comprised of the M-Team (all Department Directors and City Manager) with the support of the Equity and Inclusion Manager. The Equity Leadership Team meets monthly to review the Equity Action Plan, assess progress and collectively problem solve any obstructions to completion. Equity Advancement Team The Equity Advancement Team is a group of self-selected and nominated staff from all levels and all departments that are committed to personal and professional learning regarding equity, inclusion and social justice. This team meets monthly and has a yearlong commitment. The purpose of this group is to act as ambassadors to their colleagues regarding the City’s Equity initiatives and help facilitate conversations and raise questions in the name of equity advancement. City Council and Board/Commission Initiatives The City Council and the City Boards and Commissions are dedicated to examining practices and frameworks to dismantle inequity and barriers. Each board and commission submits an annual equity action item as part of its ongoing work plans. Additionally, the City Council provides directives to Boards and Commissions to carry out equity actions. This includes, but is not limited to Resolutions of Support such as the Convention for the Elimination of Discrimination Against Women (CEDAW); Just Deeds; and Resolutions condemning practices such as Conversion Therapy. City of Golden Valley Equity Plan Equity Tool The purpose of the Equity Tool is to evaluate various equity impacts in the decision-making process. There are five steps in the tool: 1. Set outcomes 2. Determine stakeholders 3. Gather and review stakeholder data 4. Evaluate impact over intent 5. Report back to stakeholders decision and impacts City of Golden Valley Equity Plan Equity Plan Pillars The City has erected four key pillars to guide its transformation. The City is committed to: 1. an infrastructure that supports and advances diversity, equity, and inclusion 2. practices that promote economic prosperity for all 3. eliminating barriers and providing unbiased programs and services 4. effective and inclusive community engagement 2021 Equity Action Plan Each year, the Golden Valley Management Team develops goals to structure and build intentionality for their department’s work for the following 12 months; at least one of these goals relates to the City’s commitment to equity. The following plan outlines the work of the each department in an action plan for the next year. Key Pillar: Infrastructure that Supports Diversity, Equity, and Inclusion 2021 Action Item Strengthen the City’s equity accountability Department Human Resources Data & Community Indicators Performance Measures • Equity Action Plan • Individual commitment statements • Create system of data collection measuring diversity of applicants and employees by race, gender, age, educational attainment, geography • Transition Rising TIDES Task Force to existing Human Rights Committee Check Points Assignees  Develop or research data systems to calculate and measure demographic make- up of staff and applicants by _____ 2021  Develop new structure and functions of Human Rights Committee by March 2021.  Establish regular Equity Team meetings by Feb. 2021  Establish Advancement Team and create meeting agendas and schedules by Feb. 2021 • Human Resources Director • Equity & Inclusion Manager • Supporting Staff: Equity Leadership Team Task Force Recommendations 2020 – The Task Force recommends updating the Equity Plan on a regular basis, consistent with the needs and input of the community (p. 4) City of Golden Valley Equity Plan 2021 Action Item Create system of demographic data collection to support equity goals across the City Department Human Resources Data & Community Indicators Performance Measures • Employee demographics • Community/resident demographics • Data-driven decision making • Data collection system/structure • Data collection, synthesis and reporting Check Points Assignees  Determine relevant demographic data to measure and collect  Develop or research data systems to calculate and measure demographic make- up of staff and applicants by _____ 2021  Publish data system and report dates • Human Resources Director • Equity & Inclusion Manager • Supporting Staff: Equity Leadership Team Task Force Recommendations 2020 – The Task Force recommends the City put into place various opportunities for gathering data (p. 4) City of Golden Valley Equity Plan Key Pillar: Practices that Promote Economic Prosperity for All Action Item Establish framework for inclusive and effective recruitment measures Department Human Resources Data Performance Measures • Recruitment tools • Applicant + employee demographics • Mobility data • Compensation study results • Job posting language • Job duties and responsibilities language • Optimize recruitment processes, including employment (career website, onsite recruitment, etc), boards + commissions and task force applications • Develop comprehensive supervisor training program including internal and external resources and complete implicit bias training by end of 2021. • Establish relationships with community organizations/institutions Check Points Assignees  Review policies and practices for systemic barriers in hiring, retention, and upward mobility  Review enhance recruitment opportunities within diverse communities (e.g. online postings, job fairs, and college and high school relations).  Initiate use of POC job website for _____ postings  Collect and synthesize demographic data employee and applicant (employee and boards + commissions, task force) to determine growth areas for recruitment by  Conduct implicit bias training for all hiring managers  Participation in community events for recruitment • Human Resources Director • Equity and Inclusion Manager Task Force Recommendations 2020 – The Task Force recommends that the City diversify employee recruitment by updating recruitment collateral (job postings, job description, interview guides) to emphasize commitment to inclusivity and review and adjust recruiting practices (p. 11) City of Golden Valley Equity Plan 2021 Action Item Develop and provide comprehensive supervisor training program, including internal and external training resources including implicit bias by end of 2021. Department Human Resources Data & Community Indicators Performance Measures • Recruitment matriculation data • Staff retention and mobility data • Increased staff diversity, mobility and retention • Training completion and implementation Check Points Assignees  Identify supervisor training needs  Research and explore internal and external training resources  Develop training schedule  Complete training(s) • Human Resources Director • Equity & Inclusion Manager • Supporting Staff: Equity Leadership Team Task Force Recommendations 2020 – The Task Force recommends The City provide training for all hiring managers on how to effectively source and recruit talent (p. 10) 2021 Action Item Increase the number of contracts awarded to minority owned businesses. Apply one of three methods at least four projects requiring bids, quotes or professional services to eliminate potential procurement barriers Department Physical Development Data & Community Indicators Performance Measures • Contracts and vendors awarded • Expanded outreach to vendors beyond MNUCP Directory • Modified project scopes to attract smaller firms • Adjusted procedures and requirements that eliminate barriers • Dollars spent with minority, woman, vet,- owned, small, young firms Check Points Assignees  Choose at least four contracts for method application  Develop success indicator for contracts awarded  Measure impact of method and compare outcomes • Physical Development project managers • Equity and Inclusion Manager • City Attorney City of Golden Valley Equity Plan Task Force Recommendations 2020 – The Task Force recommends The City create a process for reviewing City contracts and RFPs to eliminate potential biases (p. 7) 2021 Action Item Review paid on-call firefighter hiring process and work to eliminate barriers/challenges, make meaningful changes to process and increase number of applicants by 10 percent Department Fire Department Data & Community Indicators Performance Measures • Fire Department applications • Number of applications • Fire Department hiring process Check Points Assignees  Identify barriers and challenges to application and hiring process based on social identity  Develop new process with data-based decision making  Implement changes  Measure and collect application data • Assistant Fire Chief • Human Resources Manager Task Force Recommendations 2020 – The Task Force recommends that the City diversify employee recruitment by updating recruitment collateral (job postings, job description, interview guides) to emphasize commitment to inclusivity and review and adjust recruiting practices (p. 11) City of Golden Valley Equity Plan Key Pillar: Eliminating Barriers And Providing Unbiased Programs And Services Action Item Implement improvements at one park shelter building to expand physical accessibility to the building and restroom facilities by December 2021 Department Parks and Recreation Data Performance Measures • ADA building compliance • Increased access to buildings and restrooms for impacted identities (physical ability, parental status, gender identity) Check Points Assignees  Completion of one park shelter for all ADA requirements • Parks and Recreation Director • Park Superintendent • Golf Maintenance Supervisor Task Force Recommendations 2020 – The Task Force recommends The City eliminate barriers in programming and facilities in the areas of inclusiveness, accessibility and appropriateness (p. 15). 2021 Action Item Research and evaluate language conversion software, including reviewing current software packages Department Administrative Services Data & Community Indicators Performance Measures • Increased customer satisfaction and engagement with City developed materials • Utility and implementation of language conversion software Check Points Assignees  Develop software assessment tool  Determine community language needs  Choose software by ___  Train appropriate staff with software  Communicate software adoption to other staff • Finance Director • IT Department Task Force Recommendations The Task Force recommends The City use communication tools to reach a wider representation of people from diverse groups within the Golden Valley community (p. 13) City of Golden Valley Equity Plan 2021 Action Item Conduct racial profiling study on all traffic stops by the Golden Valley Police Department Department Police Department Data & Community Indicators Performance Measures • Traffic stop • Practice and procedure recommendations • Racialized traffic stop data and report Check Points Assignees  Train officers in software and data collection process  Establish data collection as a part of a traffic stop  Draft, publish and present report findings • Police Chief • Police Department Task Force Recommendations N/A 2021 Action Item Draft amendments to provisions of City Code dealing with zoning of religious institutions Department Legal Department Data & Community Indicators Performance Measures • Zoning Code • Zoning Code implementation and enforcement Check Points Assignees  Audit zoning codes with impacts on religion  Update language to minimize impact • City Attorney Task Force Recommendations: N/A 2021 Action Item Implement Driver’s License Reinstatement Program Department Legal Department Data & Community Indicators Performance Measures • Program participation and outcomes • Payment of outstanding fees and citations • Number of participants and completions of program Check Points Assignees  Establish program  Determine eligible cases  Track completions and reinstatements • City Attorney • City Prosecutor Task Force Recommendations N/A City of Golden Valley Equity Plan 2021 Action Item Prepare and present annual prosecution report to Council and City Manager Department Legal Department Data & Community Indicators Performance Measures • Report data • Data-informed practices • Prosecution transparency and accountability Check Points Assignees  Ascertain which data to collect  Research existing data sources  Develop report and communication mechanism  Facilitate presentation to Council + City Manager  Develop prosecution recommendations based on findings • City Attorney • City Prosecutor • Equity and Inclusion Manager Task Force Recommendations N/A City of Golden Valley Equity Plan Key Pillar: Effective and Inclusive Community Engagement 2021 Action Item Establish three new partnerships with community organizations to promote Golden Valley Public Works at local events Department Public Works Data & Community Indicators Performance Measures • Community knowledge of Public Works functions • Public Works job applications • Increased number of Public Works job applications • Pipelines and relationship development within community Check Points Assignees  Initiate contact with organizations related to Public Works  Determine scope of relationship  Plan involvement in local events • Public Works Director • Public Works Managers Task Force Recommendations The Task Force recommends the City review and adjust recruiting practices to ensure diverse outreach by building connections with local school districts about careers in Government (p. 11) 2021 Action Item Improve comprehensive community engagement process to measure diversity and participation by underrepresented groups. Department Communications Department Data & Community Indicators Performance Measures • Community/resident participation and engagement • Community/resident demographic information • Event attendance • Survey, social media, website engagement Check Points Assignees  Understand City demographics  Determine underrepresented groups  Develop outreach strategies for groups  Implement strategies  Measure and collect data • Communications Department • Equity and Inclusion Manager • Boards and Commission Staff Liaisons Task Force Recommendations The Task Force recommends The City develop communication tools to reach a wider representation of people from diverse groups within the Golden Valley community (p.13) City of Golden Valley Equity Plan DE&I Progress Made 2017 • Plan draft completed (Nov 2017) • Create a team of leaders within the City and provide them with foundational training on equity, diversity and inclusion by end • City Management Team assigned as workforce equity team • Review Valley Values 2018 • City Council adopted Equity Plan (Jan 2018) • Researched and proposed affordable housing standards (Jan 2018) • Designed Equity Workforce Plan • Completed Respectful Workplace training (Nov 2018) • Updated employee handbook to remove any gender-specific pronouns; updated nursing mother’s room, and updated dress code and religious accommodations policies (Dec 2018) • Added written application for individuals without computer access 2019 • Communicated equity plan to community members • Launched Rising TIDES platform and 11-person Task Force (Jan 2019) • Hosted first Rising TIDES Public Open Forum (Oct 2019) • Launched Just Deeds Project (Nov 2019) 2020 • Issued Proclamation Conversion Therapy (Jan 2020) • Hosted second Rising TIDES Public Open Forum (Mar 2020) • Rising TIDES submitted official recommendations report to City Council (June 2020) • Began Equity 101 staff training to all full-time/regular staff o Communication plan development - all full-time staff looked at Equity Plan and department goals during Equity 101 training • Completed Full Compensation and Classification Study 2021 • Completed Equity 101 training to all full-time/regular staff and Paid On-Call Firefighters • Issued Proclamation in support of CEDAW Continued/In Progress • Candidate identification of recruitment location o Continually review the City’s application platform for candidate identification of advertisement locations • Collect demographic information • Employee Policy Review City of Golden Valley Equity Plan o Using an equity lens, continually review the policies and procedures within employee handbooks across the City. • Conduct Benefit Review o Using an equity lens, continually review the policies and procedures within employee handbooks across the City. • Inventory of programs, services and facilities and reviewed for potential barriers • Continue community education and outreach City of Golden Valley Equity Plan Glossary This glossary is a set of terms adopted by the City to ensure common language and understanding regarding diversity, equity and inclusion. When discussing the diversity, equity and inclusion efforts, use these terms and definitions in all contexts: Accountability: Processes and procedures that ensure the centering of equity in the decision- making process Barrier: Social, economic and physical impediments constructed to decrease access to resources essential for positive life outcomes BIPOC: An acronym for Black, Indigenous, People of Color Bias: a mental process that evaluates and classifies others by their appearance and/or behaviors based on personal schemata. Bias influences our actions, beliefs and attitudes about others positively and negatively. There are two types of bias in regards to equity and justice: i. Explicit: Bias we are aware of and act in the name of ii. Implicit: Subconscious feelings, perceptions, attitudes and stereotypes developed over time Source: US Justice Department Capacity Building: Exercises and trainings developed to ensure all members of a community work towards equity Community Indicator: An impact on a life-outcome influenced by public policy Disparity: a pattern of disproportionate life outcomes based on a social identity Diversity: A measurement of individuals’ differences from one another in the form of social identities and lived experiences; all the ways in which people differ. Source: City of Portland Office of Equity and Human Rights Equity: Fair treatment, access, opportunity and advancement for all people; one’s social identity cannot predict the outcome. Source: City of Portland Office of Equity and Human Rights i. Racial Equity: practices and policies to mitigate adverse impacts one’s race has on life outcomes Equality: Evenly distributed tools and assistance to access resources and opportunities Inclusion: Systems that allow for access to all spaces regardless of social identity; a variety of people have power, a voice, and decision-making authority. Source: City of Portland Office of Equity and Human Rights Inequality: Unequal access to opportunities and resources Justice: Fixing the system to offer equal access to both tools and opportunity City of Golden Valley Equity Plan Oppression: • Personal: thoughts, beliefs, and attitudes about yourself, coworkers, supervisors, customers, residents, etc. based on their social identity • Interpersonal: negatively expressed words and actions based on social identity • Institutional: Golden Valley (or other agency) enforced practices, policies and procedures that create barriers to resources and opportunities • Structural/systemic: Golden Valley (or other agency) enforced practices, policies and procedures created by larger entities (local, state, federal government and agencies) Racialized Violence: an instance of bodily/mental harm as a result of systemic racism Social Identity: all of the ways people are grouped and stratified in society e.g. race, socioeconomic status, gender, gender identity, sexual orientation, ability, nation/language of origin, family structure, age, religion, immigration status, marital status, etc. Systemic Racism: A collection of institutions that create unequal access to resources and opportunities On October 28, 2021, the Diversity, Equity, and Inclusion Commission held its quarterly equity forum on the “Planning for Tomorrow”. The Commission members introduced themselves and solicited feedback from the community with five prompts. The tables below display the prompts and community responses from the event. Bold and italicized phrases support equity plan goals and/or pillars. Prompt: Community looks like ______ to me Responses:  A voice for all  A place where everyone feels welcome  A place where every resident and visitors feel safe Prompt: It is important that the City of Golden Valley continue _________ (in regards to DEI work). Responses:  Equity forums  Ensure services reach underserved populations  Continue to preserve and expand affordable housing  Just Deeds  To build relationships between police and populations historically harmed by law enforcement. Maybe work with PEACE. Prompt: What are a few things you want us to focus on this year?  Educational forums or session on Minnesota-based DEI topics  City acknowledgement of Juneteenth  Work with GV Pride  Land acknowledgement  Involve Golden Valley youth or schools in DEI work  Can the DEIC monitor and publicize the racial composition of the city’s workforce? Prompt: What do you want the commission to know?  Are there open spots on the DEIC besides student spots?  what is the time commitment for youth commissioners  How do I share my DEI ideas or suggestions to the commission or the city?  What is the DEIC working on right now?  What DEIC events are coming up?  Are there any long-term goals of the commission? Golden Valley City Council Meeting November 16, 2021 Agenda Item 3. E. Just Deeds Inaugural Annual Report Prepared By Kiarra Zackery, Equity and Inclusion Manager Kirsten Santelices, Deputy City Attorney/Human Resources Director Maria Cisneros, City Attorney Summary In July 2019, the Minnesota legislature passed a law allowing property owners in Minnesota to discharge racially restrictive covenants from their property titles. In response to the legislation, the Golden Valley Human Rights Commission began organizing volunteer attorneys to help Golden Valley residents discharge discriminatory covenants. The Just Deeds Coalition grew out of the HRC’s work during the summer of 2020. In September 2020, the Golden Valley City Council passed a resolution officially joining the Just Deeds Coalition as a founding member. The attached report summarizes the work and accomplishments of the Just Deeds Coalition over the course of its inaugural year. Financial Or Budget Considerations Not applicable Recommended Action Receive and file Just Deeds Inaugural Annual Report Supporting Documents •Just Deeds Inaugural Annual Report (15 pages) Inaugural Annual Report City of Golden Valley + Just Deeds Coalition November 16, 2021 “ Introduction to Just Deeds What is Just Deeds? In 2019, the City of Golden Valley began the process of acknowledging how systemic racism was used to keep people of color and of the Jewish faith from owning, occupying, or leasing property in the City during its initial development. What began as a project of the City’s Human Rights Commission has evolved into a cross-industry coalition that educates community members and policy makers about the hidden history of racially restrictive covenants and how they were purposely used to develop segregated communities in the Twin Cities. The Coalition provides free legal and title services to help property owners find discriminatory covenants and discharge them from their property titles. The Coalition also provides education opportunities to help communities acknowledge this racist history and pursue reconciliation and anti-racist solutions. Why Just Deeds? Discharging covenants doesn’t erase the harm they caused. But facing this history is the first step for homeowners and municipalities to begin to address the negative effects on communities of color. Restrictive covenants divided our community by race and created segregated housing patterns that persist today. These persistent patterns of segregation block Black, Indigenous, and People of Color (BIPOC) from access to wealth, homeownership, quality education, safety, neighborhood parks, job centers, clean air, nutritious food sources, public transportation, and more. According to the most recent census data, the City of Golden Valley has been less successful in mitigating the impact of racial covenants than surrounding communities as demonstrated by the fact that it is less racially diverse than the metro at large and surrounding cities. Participation in the Just Deeds coalition is an opportunity for the City to build knowledge about systemic racism in housing so that it can create policies designed to ensure BIPOC community members have access to the opportunities and resources in Golden Valley ” By the time that covenants were abolished, the damage was done. And it wasn't enough simply to ban this kind of discrimination. We needed, as a nation, to address the harm that it did. We needed to acknowledge how racism was embedded in structures and institutions. But we didn't. So we are still living with the legacies of these discriminatory deeds today in the United States. - Mapping Prejudice A Coalition of Combined Action The Just Deeds Coalition is constructing an alliance of action- oriented individuals that seek to rectify systemic racism in housing. The Coalition functions by educating community members and policy- makers, and lifting up the stories of individuals impacted by racial covenants and purposely excluded from generations of wealth-building through affordable housing. Just Deeds recognizes the importance of a grass-roots approach and community-oriented dialogue and collaborates with community organizations across the Metro. Expanding Capacity and Community The Coalition has dedicated, ongoing support from institutions and individuals. The following volunteers were instrumental in the work of the past year: Betsy DeNuccio, Andy Lewis, St. Olaf College Courageous Resistance Seminar (Maren Assef, Maggie Bahnson, Seda Bagiryan, Linnea Cheek, Myles Gebert, Ethan Kehrberg, Imani Mosher, Sam Primozich, Kristina Quanback and Emma Ziegler), Nathan Elliott, and Kate Sande. This work could not exist without the work of Just Deeds pro bono attorneys who use their legal skills to provide free assistance to homeowners to discharge racial covenants. Pictured Above: Coalition Members meeting for the first time in-person (September 2021). Golden Valley Just Deeds In July 2019, the Minnesota legislature passed a law allowing property owners in Minnesota to discharge racially restrictive covenants from their property titles. In response to the legislation, the Golden Valley Human Rights Commission began organizing volunteer attorneys to help Golden Valley residents discharge discriminatory covenants. The Just Deeds Coalition was born in the summer of 2020. In September 2020, the Golden Valley City Council passed a resolution officially joining the Just Deeds Coalition as a founding member. The City also discharged the covenants on 61 City and HRA-owned parcels. Left: Just Deeds Golden Valley Intake Form. Top: Golden Valley Just Deeds Handout. Commitment in Action Golden Valley staff members work at the direction of the City Manager and City Council to fulfill the Just Deeds initiatives (as outlined below) and several staff also volunteer individually for Just Deeds. City Manager’s Office • Facilitate/track discharge process (Tara Olmo as the lead) • Develop web content for www.justdeeds.org • Create and facilitate presentations • Network • Develop materials to train presenters • Connect with community Planning Department • Continuing education and professional development o Including BZA & Planning Commission • Develop key relationships for affordable housing • Integrate history of inaccessibility to develop more equitable outcomes Legal Department • Foster new relationships • Recruit and train attorneys • Continuing education and professional development for Minnesota city attorneys • Facilitate presentations Communications Department • Publicize Just Deeds events • Collaborate on graphics and web pages • Assist with content creation Golden Valley Accomplishments Golden Valley staff have work diligently to uphold the tenants of the resolution passed by City Council, and the mission of Just Deeds. Some examples of initiatives over the past year include: Developed tools and resources to normalize conversation about systemic racism and advance regional equity, including the Neighborhood Toolkit and the Cities Toolkit. Provided education and training to the Planning Commission and City Council about systemic racism in zoning and housing policy and the history of racially restrictive covenants in Golden Valley. o Continued training with presentations to all City boards and commissions. Partnered with researchers at the Humphrey School on a scholarly article about antiracist planning. Used Just Deeds data and historical context to inform work on the Public Land Disposition Policy, row house section of City code, accessory dwelling unit proposal, STAR Program, and Crime Free Housing ordinance. Strengthened connections with regional and statewide organizations like the Metropolitan Council, Hennepin County, League of Minnesota Cities and neighboring communities to increase collaboration on affordable housing policy. Building Momentum and Equity Across the Coalition Actions are foundational to the mission of the Just Deeds Coalition; it is how we measure success. What follows are some examples of the actions the Coalition has taken in its inaugural year. The Coalition is rapidly growing and the work of Just Deeds is expanding across the State of Minnesota. MACA Facing Forward Series Created a five part CLE series on systemic racism in city government. Topics covered included housing, governance, city processes, and public safety. The attorney series was made available at no-cost for attorneys across the State of Minnesota and the public safety series was made available to public safety officials and City Managers/Administrators across the state. Just Deeds Website Created a website, in English and Spanish, that centralizes information and resources about racially restrictive covenants and systemic racism in housing. Required Realtor Training In 2021, the Minnesota Department of Commerce collaborated with Just Deeds leaders from Minneapolis Association of Realtors (MAR) to create a 4 hour training module called “The History of Diversity in Homeownership.” The department made the course a required module for the 2021-2022 licensure year and it is required for all realtors. Course objectives are: This training gives realtors and title companies the agency to inform customers about discriminatory covenants and how to discharge them during the buying and selling process. • Understand the history of real estate and the government practices that institutionalized racism in real estate • Identify Minnesota organizations that currently work towards eradicating racism in real estate (including Just Deeds) • Identify the real estate professional’s role in ensuring fair housing for all • Examine individual bias that interferes in the effective and fair practice of real estate • Create a diverse business model and understand the benefits of diversity.[1] Presentations Members at Work Just Deeds Coalition members have been spreading the word. Here are some examples of their work: The Just Deeds Coalition has presented to more than 30 groups both locally and nationally. The Coalition created a speaker pool with representatives from the founding members and participating cities. The pool includes Maria Cisneros, Kiarra Zackery and Kirsten Santelices from the City of Golden Valley. Using tools created by Mapping Prejudice and other members, this speaker pool facilitates conversations and presents to companies, municipalities, community organizations, churches, professional associations and community education classes. Top: Post Card sent to property owners in Edina. Left: City of Edina staff representing Just Deeds at the City’s 4th of July parade. Top: Richfield Yard Signs; Left: Richfield spreading the message of Just Deeds; Far Right: Just Deeds Handout: Racism Has No Home Here! In October 2020, the City of Edina voted to rename a city park to honor its Black Pioneers. Top: Free the Deeds members share their yard signs. Right: Poem written by Mire Regulus, Illustration by Jordan Hamilton – proceeds of yard signs and poems go to CLCLT for an African American Home Ownership Program. Top: Armatage Yard Sign. Right: Armatage Neighborhood hosted a screening of Jim Crow of the North. Social Media Project Collaboration Free the Deeds, Mapping Prejudice, Just Deeds, and MN Center for Urban and Regional Affairs (CURA) engaged in a collaborative social media campaign on the long-term impacts of redlining and racial covenants and potential solutions. Through a five-day long series of artistic and content-enriched slides, social media followers were encouraged to comment, like, and share, as well as take the anonymous survey, “Take a Pulse on Reparations.” CURA will create a summary of responses to help Free the Deeds understand the programming and partnerships needed to advance reparations efforts in Minnesota. Media Coverage News • CCX: Golden Valley Starts Just Deeds Project to Help Citizens Remove Racial Covenants • Kare 11: New Website Gives Homeowners a Chance to Reject Old Racial Covenants • MN Daily: Minneapolis Homeowners Can Now Reject Racial Covenants on Their Deed • Minnesota Reformer: Suburban Cities Spearhead Effort to Remove Racial Covenants • NY Times: Is There Racism in the Deed to Your Home? • Post Bulletin: Attorney Honored for Rooting Out Discriminatory Property Deeds • Star Tribune: Just Deeds Project Pushing Out Racist Language • Star Tribune: Minneapolis Airport Board Condemns Racist Covenants • Sun Post: Golden Valley Moves Forward to Safeguard Community Against Predatory Lenders • Sun Post: Little White Houses • Sun Sailor: City of St. Louis Park Joins Just Deeds • Sun Sailor: City of Wayzata Joins Just Deeds Podcasts • NPR: The Legacy of Racist Housing Covenants and What's Being Done To Eradicate Them In Home Deeds Awards/Recognition The Just Deeds Coalition and individuals within the Coalition have been recognized for their dedication and efforts toward building equitable communities. Pictured are, from left to right Maria Cisneros, Amy Schutt, Kiarra Zackery, Jamar Hardy, Corrine Heine, Kirsten Santelices, Tran Nguyen, and Jared Shepherd “When resources, energy and talent are gathered together and focused on a singular task, the results can make an immediate impact.” - 2021 MN Lawyer Diversity & Inclusion Awards Minnesota Bar Association Public Law Section Awarded 2021 Public Lawyer Diversity Award to the Executive Committee of the Minnesota Association of City Attorneys (MACA) Maria Cisneros, Golden Valley City Attorney, served as the president of MACA from February 2020 to February 2021. City of Rochester Assistant City Attorney, Tran Nguyen was selected as a Minnesota Lawyer Diversity & Inclusion 2021 honoree for her work with the Just Deeds Project. Volunteer with Just Deeds Contact Just Deeds Just Deeds Coalition: info@justdeeds.org Golden Valley Just Deeds: justdeeds@goldenvalleymn.gov To Discharge Your Covenant in Golden Valley: Just Deeds Intake Form Follow Just Deeds on Facebook, Instagram, Twitter and LinkedIn: @JustDeedsMN The Just Deeds Coalition is actively seeking new partners and volunteers. Join the work by emailing justdeeds@goldenvalleymn.gov. The Coalition has immediate opportunities for: • Facilitators: Use the Neighborhood Toolkit to have discussions with neighbors, family, friends, community organizations, and coworkers, etc. • Website manager (approximately 1 hour per week, English/Spanish fluency a plus) • Attorneys (real estate experience not required, insurance available through VLN) Golden Valley City Council Meeting November 16, 2021 Agenda Item 4. A. 1. Public Hearing – Subdivision for 6440 Wayzata Boulevard Prepared By Myles Campbell, Planner Summary Spire Credit Union is proposing to subdivide the property at 6440 Wayzata Boulevard, in order to develop the southern portion of that site as a new credit union branch. In addition to this subdivision approval, the applicant is also seeking the approval of a conditional use permit to allow this new branch to operate with a drive-through. With this redevelopment the existing building on-site would be demolished and a fair amount of site work is required in order to bring the parking lot up to city code standards. At its meeting on October 25, the Planning Commission voted (3-2) to recommend approval of the land use change. Background The subject property is zoned Commercial and currently has a vacant restaurant as the sole land use on site. The property was platted in 1980 as part of the Florida Restaurants Addition, and the structure on site was built the same year. The property fronts on Wayzata Boulevard to the south and Edgewood Ave S to the north. A shared private drive is currently used between 6440 and 6400 Wayzata and this private access would be maintained with the subdivision with no changes to the east property line being proposed. 6440 Wayzata currently has a high level of impervious surface coverage (the Commercial zoning district only limits the lot cover of structures, not overall imperviousness). The site is currently served by sufficient sewer and water service, with a city sewer connection being protected via easement over the north portion of the lot. Staff Review Minor Subdivision Eligibility In the City’s subdivision code there are three conditions for a request to be considered for a minor subdivision action: 1. The land to be subdivided or consolidated must be part of a recorded plat or a recorded registered land survey (RLS). City Council Regular Meeting Executive Summary City of Golden Valley November 16, 2021 2 2. Consolidations may involve any number of parcels, but subdivisions shall be limited to the creation of four or fewer lots from one or more original parcels. 3. The subdivision or consolidation shall not necessitate any additional public investment in new roads or utilities to serve the lots. The subject property meets all three conditions to be eligible for a minor action. It was platted in 1980, the subdivision would create only two parcels, and since no new public roads or utilities are required, the site would require no new public investment. Additional Department Review The Fire Department has reviewed the application and had a handful of comments relating to the new financial institution use on the south lot. Their recommendations are covered in the accompanying Conditional Use Permit memo. The Engineering Department has reviewed the application and has no outstanding comments or concerns. Neither of the two lots would require new public infrastructure investment in regards to roads or utilities. They note that the north lot is remaining relatively unchanged, remaining as parking and not being resurfaced, curbed, or modified. They note that if and when the north lot is improved, this would trigger City requirements to update private stormwater infrastructure. Qualification Governing Approval as a Minor Subdivision According to Section 109-121 of the City’s Subdivision Regulations, the following are the regulations governing approval of minor consolidations with staff comments related to this request: Factor/Finding 1. A minor subdivision shall be denied if the proposed lots do not meet the minimum area and dimensional requirements for the Zoning District in which they are located, or if vehicular access is not provided from an abutting improved street. Standard met. The Commercial Zoning district does not provide minimum lot area or width requirements to meet, and both would have access provided from existing public roadways with no need for investment of public dollars for new infrastructure. 2. A minor subdivision may be denied upon the City’s determination that a resulting new lot is encumbered by steep slopes or excessive wetness. Standard met. The City Engineer finds that the both lots are buildable, due to the lack of any topography, floodplains, or other problematic characteristics that would make development unfeasible. 3. A minor subdivision may be denied if sewer and water connections are not directly accessible by each proposed lot. Standard met. Connections to the nearby sewer and water services will need to be modified with the subdivision and redevelopment of the south lot, however no new city infrastructure would be required in order to facilitate the new connections. The new lot to the south would City Council Regular Meeting Executive Summary City of Golden Valley November 16, 2021 3 install upgraded stormwater management systems (as is required for the new use and building) while the north lot would remain as is until site improvements were pursued in the future, at which time stormwater updates would be required. 4. Approval shall be conditioned on the granting of easements for necessary public purposes. Standard conditionally met. The existing utility easement over the site would not be modified and private easements for utilities and access would be provided between 6440 and 6400 Wayzata to the east. 5. Approval may be conditioned on the requirements of outside public agencies with jurisdiction on adjacent streets. Not applicable. 6. Approval shall be conditioned on the resolution of any title issues raised by the City Attorney. Standard conditionally met. The City Attorney will determine if such a title review is necessary prior to approval of the final plat. 7. Minor subdivisions of nonresidential parcels may be denied if new development will cause undo strain on adjacent roads or on public utilities or will adversely affect adjacent uses. Standard met. No undue strain is anticipated based on the subdivision or redevelopment plans provided by the applicant. 8. Approval shall be conditioned on the payment of a park dedication fee, sewer and water access charge, and pending or levied deferred assessments. Standard met. A park dedication fee is not required for this subdivision since one was collected when the lots were previously platted. 9. The conditions spelled out shall provide the only basis for denial of a minor subdivision. Approval will be granted to any application that meets the established conditions. Standard met. Discussion at Planning Commission The Planning Commission heard both requests for this property at its meeting on October 25. For both the rezoning and CUP, the Planning Commission voted unanimously to recommend approval to Council. to recommend approval of the requests. Commissioners had less discussion on the subdivision, given that it met the established standards, but did have a number of questions about the flow of traffic and provision of parking for the financial institution. Minutes from this meeting are attached to provide additional details on the discussion. Financial Or Budget Considerations None City Council Regular Meeting Executive Summary City of Golden Valley November 16, 2021 4 Recommended Action Staff recommends approval of the proposed minor subdivision of 6440 Wayzata Boulevard, subject to the following conditions: 1.The City Attorney will determine if a title review is necessary prior to approval of the final plat. 2.Easement agreements for utilities and shared private access shall be recorded prior to release of the final plat. Supporting Documents •Preliminary Plat (1 page) •Subdivision Narrative (1 page) *Additional Materials attached with CUP Memo ONE WAYENTERDO NOTO N EWA Y STOPSTOPSTOPEXITEXITDRIVEUPDRIVEUPDRIVEUPEXITMinneapolisBismarck,©+(5(B<©&(57,)<©7+$7©7+,6©3/$1©63(&,),&$7,2125©5(3257©:$6©35(3$5('©B<©M(©25©81'(5©M<',5(&7©683(59,6,21©$1'©7+$7©,©$M©$©'8/</,&(16('©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©81'(5©7+(©/$:6©2)©7+(67$7(©2)www.htg-architects.com&23<5,*+7©©B<©+7*©$5&+,7(&763©5©2©-©(©&©7,668('©6(75(9,6,216'$7(1.5(*.©12.'$7('5$:1©B<&+(&.('©B<©Mainstreet©6Xite©+opkins©M1.©7el..SPIRECREDIT UNION1(:©B5$1&+©2)),&(©:$<=$7$©B/9'.*2/'(1©9$//(<©M1©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©6(37(MB(5©©(1*,1((5M,11(627$6(37(MB(5©©020'40'NLEGENDPROPERTY BOUNDARYEASEMENT LINESBUILDING SETBACKPRELIMINARY PLATC0PROPOSED BUILDING6440 WAYZATA BLVDBLDG SETBACKPARKING SETBACKWAYZATA BLVDEDGEWOOD AVEFLORIDA AVEEXISTING BUILDING6480 WAYZATA BLVDEXISTING BUILDING6400 WAYZATA BLVDEXISTING UTILITY EASEMENTIN FAVOR OF CITY OF GOLDEN VALLEYEXISTING UTILITY EASEMENTIN FAVOR OF 6400 WAYZATA BLVDRECIPROCAL ACCESS EASEMENTBETWEEN 6400 & 6440 WAYZATA BLVD35'10'20'10'22'20'20'PRELIMINARY PLAT OF: SPIRE GOLDEN VALLEYLOT 2BLOCK 1LOT 1BLOCK 1 PROJECT #: 211131 DATE: September 24, 2021 (Rev 10/6/21) HTG htg-architects.com 1010 Mainstreet, Suite 100, Hopkins, MN 55343 952 .278 .8880 Minneapolis | Bismarck Serve | Listen | Learn | Energize | Invest Subdivision Narrative To: City of Golden Valley - Planning Commission From: HTG Architects RE: Spire Credit Union - Subdivision Application The subdivision application requests that the application addresses the following items that are listed within the City of Golden Valley’s Land Development section of the Code of Ordinances. Please find a summary of the proposed project, description of the request for the subdivision and the resulting benefits from the subdivision and redevelopment below. Spire Credit is proposing construction a new branch office to provide easier access to their members in the City of Golden Valley and surrounding communities in the West Metro. Currently the closest branch in Hopkins was acquired by the Credit Union in a merger and lacks the size, parking, staff, drive-through and other features than their members have access to at other branches. The proposed project would represent a large investment in the City of Golden Valley as well as provide an employment benefit to the local community. Currently the seller, and an affiliate of the seller, own the existing restaurant buildings at 6400 & 6440 Wayzata Boulevard, respectively. Part of the agreement with the seller of the 6440 property is to give back an approximately 14,000 SF section on the northern part of the existing parcel. While not part of the Spire Credit Union branch, it’s understood that the intent is the new 14,000 SF (0.32 AC) parcel will serve as parking for the adjacent parcel at 6400 Wayzata Boulevard. With that parking lot, JJ’s Clubhouse would have the ability to create dedicated employee and overflow parking for the restaurant. Benefits to the subdivision and redevelopment will include: Replace an unoccupied and outdated building but will provide a modern building that is in line with the City’s vision for materials and design set forth in the City’s Architectural and Materials Standards. A resulting reduction in impervious surface and a significant increase in green space and landscaping. The site design will also incorporate all the latest advances in stormwater management and minimal design impact standards (MIDS). Resolving the currently non-compliant curbing, landscaping, and setbacks Addressing substandard traffic patterns and circulation with the current site layout and design. The redesigned site has been developed in coordination with both the planning and engineering departments at the City. Golden Valley City Council Meeting November 16, 2021 Agenda Item 4. A. 2. Public Hearing – Ordinance No. 723, Conditional Use Permit No. 171 to allow a Financial Institution with a drive-through at 6440 Wayzata Boulevard Prepared By Myles Campbell, Planner Summary Spire Credit Union is proposing to open a new branch location at 6440 Wayzata Boulevard. Because of the inclusion of a multi-lane drive-through, a Conditional Use Permit (CUP) is required of the new proposed use. Financial institutions are not specifically defined under zoning code, but generally refer to banks, credit unions, and other traditional financial services. These typically are not impactful in regards to external impacts on surrounding properties, leading them to be permitted in many zoning districts. Drive-throughs, however, are controlled via CUP approval due to their increased impacts on traffic flows within the site, which can create off-site congestion if not managed and directed properly. This property is zoned Commercial and guided for Commercial use in the Comprehensive Plan. It is surrounded by Commercial zoned properties to the east and west. Properties to the north are zoned for Mixed Use. The lot is 63,541 square feet in size, however the new lot that Spire will be located on (pending a minor subdivision) would be closer to 49,652 square feet. The applicant intends on demolishing the existing building and much of the parking lot to make way for a new building and site improvements. Staff Review Hours of Operation Hours of operation are not completely finalized, but are planned to be in line with the below: Monday-Thursday: 9am-5pm Friday: 9am-6pm Saturday: 9am-12pm The applicant notes that while the current restaurant building on-site is vacant, the new hours should be complimentary to the restaurant use next door, having off-hours from one another. City Council Regular Meeting Executive Summary City of Golden Valley November 16, 2021 2 Employees & Customers The applicant provided an expected employment count as part of their narrative around parking. The branch expects to employ 8 full-time employees, 1 full-time investment services representative, and potentially 2 part-time employees. Parking & Circulation Staff and the applicant’s project team have had a few different discussions on the circulation of vehicles around this site. Plans show two access points into the parking lot, both from the east side of the parcel with one being on the north end and the other on the south towards Wayzata. In the initial plans, the south access was of some concern to the Engineering staff, given that it included a combination of cars exiting towards Wayzata and cars entering the drive-through from the east and west, while being close to the public right-of-way of Wayzata Boulevard. Staff provided the applicant with some ideas on how to improve this access, one of which included moving it further away from Wayzata. The applicant did revise the south access to be shifted away from Wayzata and has also proposed including signage in order to manage traffic turning movements. Initially the applicant had also sought a variance approval to allow for a set of parking spaces to the south of the proposed building that would’ve fallen within the required landscape setback from Wayzata. At a meeting of the Board of Zoning Appeals on October 26, the board tabled that action, and requested that the applicant seek to find additional parking elsewhere on the lot that miht not require variance approvals. They did approve a lesser variance for that portion of the drive aisle that crossed into the landscape setback. The below images represent the refinement of that southern lot access following these discussions. City Council Regular Meeting Executive Summary City of Golden Valley November 16, 2021 3 The new site as shown in the final set of plans would provide 31 spaces. Code requires that financial institutions provide 1 space per 300 s.f. of gross floor area; given the size of the proposed building (5,050 square feet) this would require a minimum 17 spaces. 5,050 sq. ft. of area @ 1 space per 300 sq. ft. 17 spaces required 31 spaces proposed The applicant has provided an exhibit to help demonstrate the need for additional parking on this site, which is attached. The additional spaces are calculated from the planned employment and anticipated daily trips generated by the site, based on other branch locations. Staff is comfortable with the revisions to the plan, and feel that the drive-through itself, which is triggering the need for a conditional use permit, would allow for more than adequate stacking (12 vehicles at any time) for a financial use, which do not suffer from the same peak activity surges as restaurants. City Council Regular Meeting Executive Summary City of Golden Valley November 16, 2021 4 Bicycle Parking The City Code requires that this property contain bicycle parking at a rate of 5% of the required 17 car parking spaces, or a minimum of 4 spaces. These spaces have been included on the most recent set of plans, south of the new building. Snow Removal Staff has instructed the applicant to include a plan for the removal or storage of snow on the property prior to the issuance of the building permit. Engineering Staff Review As noted, Engineering staff has reviewed the proposal and provided feedback to the applicant on their plan. They had no outstanding issues or corrections related to the sites utilities or the new stormwater management system. As mentioned, engineering staff initially had concerns with the traffic movements in and out of the south parking lot access, however they note that these concerns have been met with the changes done by the applicant. The additional spacing off of Wayzata should ensure that no impacts to the public right-of-way are to be anticipated. Additionally, while other options were provided, such as limiting drive-through access to cars that enter on the north and drive through the lot, these also had drawbacks. In the case of limiting traffic to entering from the north access, this could lead to vehicles speeding through the rest of the parking lot and presenting a danger to pedestrians. Environmental Resources Staff were also supportive of the new stormwater system, the added pervious surface, and the significant landscaping investment in the site. Fire Department Staff Review The City Fire Chief had a handful of comments and requirements for the new use based on requirements of the fire code: • The new building will require a NFPA 13 Sprinkler system. • Site plan should demonstrate the location of the required Fire Department Connection. o Should be within 100 feet of a hydrant o If not feasible with existing hydrants, a new hydrant shall be added to the site • That the underground stormwater system be able to withstand loads imposed by GVFD vehicles. • A keybox must be included for GVFD. These comments and requirements are reflected in the conditions of approval and the applicant has already been in contact with GVFD in order to ensure that the department’s preferences for these items is being considered in the final building and site design. 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. Existing financial institutions show that this type of use can be successful in the City, and the applicant notes they have City Council Regular Meeting Executive Summary City of Golden Valley November 16, 2021 5 been looking for a location near I-394 in the past. 2. Consistency with the Comprehensive Plan Standard met. The Future Land Use Map guides the site for long-term commercial use. Financial institutions are consistent with that land use designation. Additionally, supporting the redevelopment and reinvestment in properties is consistent with a number of goals and policies 3. Effect upon Property Values Standard met. The approval of the amended permit will not negatively impact property values in the area. 4. Effect on Traffic Flow and Congestion Standard met. Engineers are comfortable with the site’s circulation, and the modifications to the south access should mean little to no impacts on Wayzata Blvd, the most affected public right-of-way. 5. Effect of Increases in Population and Density Standard met. The use does not significantly increase the general population of the area. Replacing a vacant restaurant property, we would expect the bank to be more active during weekdays, compared to weekends and nights. 6. Compliance with the City’s Mixed-Income Housing Policy Not applicable. 7. Increase in Noise Levels Standard met. No such problems are expected. 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 met. The new use would provide new greenspace on what is currently a fully paved site. The exterior of the new building will be held to the City’s architecture and material standards. This will be confirmed with the building permitting process. City Council Regular Meeting Executive Summary City of Golden Valley November 16, 2021 6 11. Other Effects upon the General Public Health, Safety, and Welfare Standard conditionally met. No such problems are expected from the site, however a handful of fire safety items are required by the Fire Department. Discussion at Planning Commission The Planning Commission heard both requests for this property at its meeting on October 25. For both the rezoning and CUP, the Planning Commission voted unanimously to recommend approval to Council. to recommend approval of the requests. Commissioners had less discussion on the subdivision, given that it met the established standards, but did have a number of questions about the flow of traffic and provision of parking for the financial institution. Minutes from this meeting are attached to provide additional details on the discussion. Financial Or Budget Considerations None Recommended Action Staff recommends approval of Ordinance No. 723, Conditional Use Permit No. 171 allowing a drive- through financial institution at 6440 Wayzata Boulevard. This approval shall be subject to the following conditions: 1. The plans by submitted by HTG Architects on September 24, 2021, and updated October 27, 2021, shall become a part of this approval. 2. The recommendations of the Golden Valley Fire Chief shall be incorporated into the site and building plans for permitting. 3. A snow storage management plan shall be submitted with building permit materials. Supporting Documents • Civil and Site Plans (11 pages) • October 27, 2021 Site Plan Update (1 page) • Landscape Plans (2 pages) • Applicant Narrative (2 pages) • Planning Commission Minutes October 25, 2021 (6 pages) • Draft Ordinance No. 723 (1 page) PROPERTY LIMITSCONSTRUCTION LIMITSEXISTING WATERMAINEXISTING SANITARY SEWEREXISTING STORM SEWEREXISTING COMMUNICATION LINEEXISTING GAS MAINEXISTING UNDERGROUNDELECTRICEXISTING HYDRANT AND GVEXISTING SANITARY MANHOLEEXISTING STORM SEWER INLETREMOVE EXISTING UTILITY LINEREMOVE EXISTING BUILDINGSTRUCTUREREMOVE EXISTING ASPHALTPAVEMENTREMOVE EXISTING CONCRETEPAVEMENTREMOVE EXISTING CONCRETE C&GSAWCUT PAVEMENTREMOVE TREE020'40'NLEGENDGENERAL NOTES:1.CONTRACTOR SHALL INSTALL EROSION AND SEDIMENTCONTROL MEASURES PRIOR TO BEGINNING EARTHDISTURBING ACTIVITIES INCLUDING DEMOLITION.2.CONTRACTOR SHALL COORDINATE ONE-CALL UTILITYLOCATE PRIOR TO DEMOLITION.3.CONTRACTOR SHALL COMPLETELY REMOVE ALL ITEMSNOTED FOR DEMOLITION. DEMOLITION DEBRIS SHALLBE PROMPTLY REMOVED FROM THE PROJECT SITE ANDDISPOSED OF ACCORDING TO LOCAL, STATE & FEDERALREGULATIONS.4.CONTRACTOR SHALL TERMINATE REMOVALS AT ACONSTRUCTION JOINT AND/OR WITH A FULL DEPTHSAWCUT TO PROVIDE CLEAN MATCH POINT FOR NEWCONSTRUCTION.5.CONTRACTOR SHALL PROTECT EXISTINGIMPROVEMENTS NOT NOTED FOR REMOVAL. IF DAMAGEOCCURS TO IMPROVEMENT TO REMAIN, CONTRACTORSHALL REPAIR OR REPLACE AS NECESSARY.6.CONTRACTOR SHALL COORDINATE WITH UTILITYOWNERS FOR REMOVAL OF EXISTING SERVICES ANDMETERS.REFERENCE NOTES:1MINIMIZE REMOVALS TO THOSE REQUIRED FOR STORMSEWER INSTALLATION. REMOVAL AND REPLACEMENTSUBJECT TO TEMPORARY EASEMENT AGREEMENT (YETTO BE DRAFTED).2REMOVE EXISTING BUILDING AND ALL APPURTENANCESINCLUDING LANDSCAPING, PEDESTRIAN PAVEMENTS,SITE FURNISHINGS, UTILITY SERVICES AND METERS,MECHANICAL FEATURES, ETC...MinneapolisBismarck,©+(5(B<©&(57,)<©7+$7©7+,6©3/$1©63(&,),&$7,2125©5(3257©:$6©35(3$5('©B<©M(©25©81'(5©M<',5(&7©683(59,6,21©$1'©7+$7©,©$M©$©'8/</,&(16('©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©81'(5©7+(©/$:6©2)©7+(67$7(©2)www.htg-architects.com&23<5,*+7©©B<©+7*©$5&+,7(&763©5©2©-©(©&©7,668('©6(75(9,6,216'$7(1.5(*.©12.'$7('5$:1©B<&+(&.('©B<©Mainstreet©6Xite©+opkins©M1.©7el..SPIRECREDIT UNION1(:©B5$1&+©2)),&(©:$<=$7$©B/9'.*2/'(1©9$//(<©M1©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©6(37(MB(5©©$5&+,7(&76(37(MB(5©©DEMOLITION PLANC1REMOVE STREET LIGHTS ANDUNDERGROUND ELECTRICEND CURB REMOVALREMOVE CURBREMOVE CURB2BEGIN CURB REMOVALPROTECT EXISTINGCONC. WALKSAWCUT LIMITS OFPAVEMENT REMOVALSAWCUT LIMITS OFPAVEMENT REMOVALCOORDINATE WORK AT EXISTINGDRIVEWAY TO MAINTAIN ACCESSTO JJ'S CLUBHOUSE PROPERTYREMOVE CURB AND PAVEMENT NECESSARYFOR STORM SEWER INSTALLATIONEXISTING BUILDING6440 WAYZATA BLVD1WAYZATA BLVDEDGEWOOD AVEFLORIDA AVE REMOVE EXISTING SANITARY SERVICETO MANHOLE LOCATION. PROTECTMANHOLE FOR NEW CONNECTION.REMOVE EXISTING WATER SERVICE PASTBEND/TEE. PROTECT FOR NEW CONNECTIONREMOVE ALL CONC. WALK,PAVERS, LANDSCAPING, ETC...EXISTING BUILDING6480 WAYZATA BLVDEXISTING BUILDING6400 WAYZATA BLVD ONE WAYENTERDO NOTO N EWA Y STOPSTOPSTOPEXITEXITDRIVEUPDRIVEUPDRIVEUPEXITMinneapolisBismarck,©+(5(B<©&(57,)<©7+$7©7+,6©3/$1©63(&,),&$7,2125©5(3257©:$6©35(3$5('©B<©M(©25©81'(5©M<',5(&7©683(59,6,21©$1'©7+$7©,©$M©$©'8/</,&(16('©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©81'(5©7+(©/$:6©2)©7+(67$7(©2)www.htg-architects.com&23<5,*+7©©B<©+7*©$5&+,7(&763©5©2©-©(©&©7,668('©6(75(9,6,216'$7(1.5(*.©12.'$7('5$:1©B<&+(&.('©B<©Mainstreet©6Xite©+opkins©M1.©7el..SPIRECREDIT UNION1(:©B5$1&+©2)),&(©:$<=$7$©B/9'.*2/'(1©9$//(<©M1©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©6(37(MB(5©©$5&+,7(&76(37(MB(5©©020'40'NLEGENDPROPERTY LIMITSCONSTRUCTION LIMITSBUILDING SETBACKNEW CONCRETE PAVEMENTNEW ASPHALT PAVEMENTNEW CONCRETE CURBGENERAL NOTES:1.ALL NEW CONSTRUCTION SHALL MEET THE REQUIREMENTSOF CITY OF GOLDEN VALLEY SITE PLAN REVIEW ANDRELEVANT PERMITS. CONTRACTOR SHALL SECURE CITYRIGHT-OF-WAY PERMIT BEFORE BEGINNING ANY WORKWITHIN THE STREET RIGHT-OF-WAY.2.CONCRETE CURB AND GUTTER SHALL BE B612 PER DETAIL5 ON SHEET C7. ALL CURB SHALL BE CONSTRUCTED WITHGUTTER SLOPED TOWARDS BACK OF CURB EXCEPTWHERE ADJACENT PAVEMENT IS GRADED TO DRAIN AWAY.3.BITUMINOUS PAVEMENT WITHIN PARKING LOT SHALL BECONSTRUCTED PER DETAIL 8 ON SHEET C7.4.CONCRETE PAVEMENT WITHIN PARKING LOT SHALL BECONSTRUCTED PER DETAIL 6 ON SHEET C7.5.BITUMINOUS PATCH ON CITY STREET FOR CURBINSTALLATION SHALL BE CONSTRUCTED PER DETAIL 4 ONSHEET C7.6.PEDESTRIAN RAMPS SHALL MEET ADA REQUIREMENTS.SEE GRADING PLAN FOR PLAN GRADES.SITE PLANC223'19'9' 9' 9' 9' 2.67 2.67 14' 5'12.2'20' 50'3'23'PROPOSED BUILDING6440 WAYZATA BLVDPED RAMPBLDG SETBACKPARKING SETBACKPROPOSED LOT LINEUNDERGROUNDSTORMWATERTREATMENTSYSTEMWAYZATA BLVDEDGEWOOD AVEFLORIDA AVEEXISTING BUILDING6480 WAYZATA BLVDEXISTING BUILDING6400 WAYZATA BLVDCONCRETE PAVEMENT BETWEEN CURBSEXISTING UTILITY EASEMENTIN FAVOR OF CITY OF GOLDEN VALLEYEXISTING UTILITY EASEMENTIN FAVOR OF 6400 WAYZATA BLVDRECIPROCAL ACCESS EASEMENTBETWEEN 6400 & 6440 WAYZATA BLVDMONUMENT SIGN35'10'R=10'R=1 0 'R=1.5'R= 5 'R=15'R=18'R=38'R=19'R=21'R=44'R=67'R= 2 5 'R=3'R=3'R=5'R=5'R=5'R=3'R=3'6'PAVER WALKDROP CURB ATTRASH ENCLOSURE ONE WAYENTERDO NOTO N EWA Y STOPSTOPSTOPEXITEXITDRIVEUPDRIVEUPDRIVEUPEXIT885 883884 881882883884884885 885 885 885884883882881882883 886 8 8 5 885R 881.07R 878.73R 881.21R 880.53R 884.09R 882.56R 882.23R 883.78880.5088 1 . 0 0882.11882.80883.21883.03884.14884.49884.49884.20884.48884.88884.968 8 4 . 9 7 884.98885.08885.06885.19881.91881.91882.21881.87 881.57881.52883.36884.32 884.50884.49884.90884.16882.50882.00885.49884.95 8 8 5 . 0 0885.00884.69885.88885.87885.32885.1088 5 . 0 4 884.82884.74885.25883.26885.25885.87885.89884.33884.06 883.88883.81883.81885.19 8 8 5 . 7 5 MinneapolisBismarck,©+(5(B<©&(57,)<©7+$7©7+,6©3/$1©63(&,),&$7,2125©5(3257©:$6©35(3$5('©B<©M(©25©81'(5©M<',5(&7©683(59,6,21©$1'©7+$7©,©$M©$©'8/</,&(16('©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©81'(5©7+(©/$:6©2)©7+(67$7(©2)www.htg-architects.com&23<5,*+7©©B<©+7*©$5&+,7(&763©5©2©-©(©&©7,668('©6(75(9,6,216'$7(1.5(*.©12.'$7('5$:1©B<&+(&.('©B<©Mainstreet©6Xite©+opkins©M1.©7el..SPIRECREDIT UNION1(:©B5$1&+©2)),&(©:$<=$7$©B/9'.*2/'(1©9$//(<©M1©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©6(37(MB(5©©$5&+,7(&76(37(MB(5©©020'40'NPROPERTY LIMITSCONSTRUCTION LIMITSEXISTING MINOR CONTOUREXISTING MAJOR CONTOURPROPOSED MINOR CONTOURPROPOSED MAJOR CONTOUREXISTING SPOT ELEVATIONDRAINAGE ARROWINLET PROTECTIONSILT FENCE966965966965LEGENDGENERAL NOTES:1.CONTRACTOR SHALL MAINTAIN NECESSARY EROSIONAND SEDIMENT CONTROL BMPS THROUGHOUTCONSTRUCTION ACTIVITIES UNTIL HARD SURFACESARE PAVED AND VEGETATION HAS BEEN ESTABLISHED.2.SPOT ELEVATIONS SHOWN REPRESENT FINISHEDGRADE OF PAVEMENT OR GUTTER LINE OF CURB,UNLESS OTHERWISE NOTED.3.NEW WORK SHALL MATCH INTO EXISTING PAVEMENTAND CURBS. NOTIFY ENGINEER OF ANY DISCREPANCYBETWEEN PLAN AND FIELD CONDITIONS.4.CONCRETE CURB AND GUTTER AROUND PROPOSEDBUILDING, AS WELL AS ANY CURB WITH PAVEMENTGRADED AWAY FROM GUTTER, SHALL BE INSTALLEDWITH GUTTER TIPPED OUT SO AS TO NOT COLLECTSTORMWATER RUNOFF.5.DISTURBED AREA EQUALS 1.13 ACRES. AN NPDESPERMIT WILL BE REQUIRED FOR THIS PROJECT.CONTRACTOR TO APPLY AND OBTAIN PERMIT FORPROJECT COVERAGE.6.INSTALL ROCK CONSTRUCTION ENTRANCE INLOCATION OF EAST DRIVEWAY ACCESS AS SOON ASEXISTING DRIVEWAY CONCRETE HAS BEEN REMOVEDAND PRIOR TO OTHER EARTH DISTURBING ACTIVITIES.7.CONTRACTOR SHALL KEEP STREET CLEAR OF DIRTAND DEBRIS AT ALL TIMES. CONTRACTOR SHALLEMPLOY STREET-SWEEPER TO KEEP STREET CLEAN.8.ROOF DRAINAGE WILL BE COLLECTED BY RAINGUTTERS AND DIRECTED TO ADJACENT SURFACES. NODIRECT STORM CONNECTIONS ARE PROPOSED.EXISTING SITEIMPERVIOUS SURFACE = 52,731 SFPERVIOUS SURFACE = 10,866 SFPROPOSED SITEIMPERVIOUS SURFACE = 24,829 SFPERVIOUS SURFACE = 38,768 SFGRADING PLANC3PROPOSED BUILDINGFFE = 886.00WAYZATA BLVDEDGEWOOD AVEFLORIDA AVE ONE WAYENTERDO NOTO N EWA Y STOPSTOPSTOPEXITEXITDRIVEUPDRIVEUPDRIVEUPEXITCB-7RIM 884.09INV 881.00 (12" OUT)CB-6RIM 883.78INV 880.50 (12" OUT)CBMH-5RIM 882.23INV 879.00 (12" OUT)INV 879.00 (12" IN)CBMH-3RIM 880.53INV 877.30 (12" OUT)STMH-2RIM 881.21INV 877.00 (12" IN)STMH-4RIM 882.56SUMP 874.00INV 879.50 (12" IN)INV 878.00 (12" IN)STMH-1RIM 881.07INV 875.00 (12" OUT)EX C BRIM 878.73INV 874.10 (12" IN)78 LF 12" RCP ST @ 1.16%105 LF 12" ST @ 1.43%48 LF 12" ST @ 2.07%156 LF 12" ST @ 0.96%27 LF 12" ST @ 1.12%Minneapolis BismarckI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION, AND THAT I AM A DULYLICENSED UNDER THE LAWS OF THESTATE OFwww.htg-architects.comCOPYRIGHT © BY HTG ARCHITECTSP R O J E C TISSUED SETREVISIONSDATEN0.REG. NO.DATEDRAWN BY:CHECKED BY:1010 Mainstreet, Suite 100Hopkins, MN. 55343Tel:952.278.8880SPIRECREDIT UNIONNEW BRANCH OFFICE6440 WAYZATA BLVD.GOLDEN VALLEY, MN 55426 SEPTEMBER 24, 2021ARCHITECT#SEPTEMBER 24, 2021211131020'40'NLEGENDLEGENDPROPERTY LIMITSCONSTRUCTION LIMITSEXISTING WATERMAINEXISTING SANITARY SEWEREXISTING STORM SEWERPROPOSED WATERMAINPROPOSED SANITARY SEWERPROPOSED STORM SEWERPROPOSED DRAINTILEPROPOSED WATERMAINFITTINGPROPOSED SANITARY MANHOLEAND CLEANOUTPROPOSED STORM INLETSPROPOSED ROOF DRAINSCOREFERENCE NOTES:1VERIFY LOCATION AND INVERT OF EXISTING UTILITY CONNECTION POINTS. NOTIFY ENGINEER OF ANYDISCREPANCY.2MAKE CONNECTION TO EXISTING STORM SEWERSTRUCTURE UTILIZING CORE DRILL FOR NEWPENETRATION. REPAIR STRUCTURE INVERT ONCECONNECTION HAS BEEN COMPLETED.3INSTALL 6" PERF HDPE DRAINTILE BEHIND CURB AT LOWPOINTS. DRAINTILE SHALL BE INSTALLED AT INVERT OFAGGREGATE BASE AND BE CONNECTED INTO NEARESTCATCHBASIN/ STORM MANHOLE.4INSULATE STORM/WATER CROSSING PER DETAIL 3 ONSHEET C7.GENERAL NOTES:1.ALL CONSTRUCTION SHALL COMPLY WITH RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER UNLESS DIRECTED OTHERWISE.2.ALL CONSTRUCTION SHALL COMPLY WITH THE CITY OF GOLDEN VALLEY ENGINEERING STANDARDS AND THE 2018 EDITION OF MNDOTSPECIFICATIONS, UNLESS DIRECTED OTHERWISE.3.ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE MUNICIPAL, WATERSHED DISTRICT, COUNTY, MPCA, DEPT. OF HEATH, ANDMNDOT PERMITS. VERIFY RECEIPT OF ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION.4.EXISTING TOPOGRAPHIC AND UTILITY INFORMATION PROVIDED BY THE OWNER. BE ADVISED THAT THE LOCATION AND TYPE OFEXISTING UTILITIES SHOWN ON THE PLANS ARE FOR GENERAL INFORMATION ONLY. THE INFORMATION IS NOT WARRANTED TO BEACCURATE OR COMPLETE. THE CONTRACTOR, IN COOPERATION WITH THE APPROPRIATE UTILITY COMPANY OR MUNICIPALITY, ISRESPONSIBLE FOR VERIFYING THE LOCATION, SIZE, AND DEPTH OF ALL UNDERGROUND UTILITIES.5.WATER LINES ARE REQUIRED TO BE INSTALLED AT 7.5 FEET MINIMUM DEPTH FROM SURFACE GRADE TO TOP OF PIPE AND PROVIDEMINIMUM 18" VERTICAL SEPARATION OF ALL WATER CROSSINGS FROM STORM OR SANITARY SEWER. WATERMAIN TO BE INSULATEDPER C.E.A.M. SPECIFICATIONS, WHERE COVER DEPTHS CANNOT BE ACHIEVED. CONTRACTOR SHALL CONTACT THE ENGINEER IF THEREARE AREAS WHERE MINIMUM COVER DEPTH CANNOT BE MET.6.WATER SERVICE PIPE MATERIAL SHALL BE DIP CL53. ALL INSTALLED PIPE WITH REQUIRE TESTING PER CITY AND STATEREQUIREMENTS. THIS WILL INCLUDE, AT A MINIMUM, CONDUCTIVITY AND PRESSURE TESTING, AS WELL AS TESTING FOR BACTERIA ANDPROPER DISINFECTION. FOLLOW C.E.A.M. STANDARD SPECIFICATIONS UNLESS NOTED OTHERWISE. INSTALL TRACER WIRE, JOINTRESTRAINTS AND THRUST BLOCKING ON ALL WATERMAIN PIPE AND FITTINGS, PER CITY OF GOLDEN VALLEY STANDARDS.7.SANITARY SEWER PIPE MATERIALS SHALL BE PVC SDR 26. PIPE SHALL BE INSULATED PER CITY AND C.E.A.M STANDARDS WHERE 7.5FOOT COVER DEPTHS ARE NOT ACHIEVED. THIS APPLIES TO ALL PROPOSED NEW PIPE FOR THIS PROJECT. ALL SANITARY SEWER PIPEWILL REQUIRE TESTING PER CITY AND C.E.A.M STANDARDS. THIS WILL INCLUDE, AT A MINIMUM, LEAKAGE AND ALIGNMENT TESTING.8.STORM SEWER PIPE MATERIALS SHALL BE HIGH-DENSITY POLY-ETHYLENE OR APPROVED EQUIVALENT. STORM SEWER CROSSINGWATER SERVICE REQUIRED TO BE PVC SCH40 OR EQUIVALENT.9.CONTRACTOR SHALL SUBMIT UTILITY PLAN TO MN DEPT. OF LABOR AND INDUSTRY FOR REVIEW. UTILITY WORK MAY NOT BEGIN UNTILDOLI APPROVAL HAS BEEN RECEIVED.10.ALL WORK IN THE PUBLIC RIGHT-OF-WAY SHALL COMPLY WITH THE CURRENT EDITION OF THE CITY OF GOLDEN VALLEY STANDARDSPECIFICATIONS FOR CONSTRUCTION AND MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FORCONSTRUCTION, CURRENT EDITION AND ITS ATTACHMENTS.11.ANY EXISTING WATER SERVICE CONNECTIONS TO THE SITE, OTHER THAN STUB FOR NEW CONNECTION, SHALL BE REMOVED PRIOR TOINSTALLATION OF NEW SERVICE LINES.12.ANY EXISTING SANITARY SERVICE CONNECTIONS TO THE SITE, OTHER THAN STUB FOR NEW CONNECTION , SHALL BE REMOVED PRIORTO INSTALLATION OF NEW SERVICE LINES.13.UNDERGROUND STORMWATER CHAMBER SYSTEM SHALL BE ADS STORMTECH SC-310 CHAMBERS OR APPROVED EQUAL. SYSTEMDESIGN AND PERFORMANCE SHALL BE CONFIRMED BY SUPPLIER PRIOR TO DELIVERY AND INSTALLATION.RDUTILITY PLANC4CONNECT TO EXISTINGSANITARY MANHOLEINV=873.36" CLEANOUTRIM 881.7INV 874.1STUB FOR BLDGCONNECTIONINV 879.0CONNECT TO EXISTINGWATER SERVICE45° BEND45° BEND6" DIP CL53 WATER77LF 6" PVC SDR 35 @ 1.0% 7 6 L F 6 " P V C S D R 3 5 @ 1 . 0 %STORMTECH UNDERGROUNDTREATMENT SYSTEM111CONNECT TOEX CB2WAYZATA BLVDEDGEWOOD AVEFLORIDA AVE3 333MAINTAIN 7.5'MIN. COVERCAUTION: MULTIPLE UTILITIESPRESENT IN THIS AREAEXISTING UTILITY EASEMENTIN FAVOR OF CITY OF GOLDEN VALLEYEXISTING UTILITY EASEMENTIN FAVOR OF 6400 WAYZATA BLVDRECIPROCAL ACCESS EASEMENTBETWEEN 6400 & 6440 WAYZATA BLVDSTUB FORBLDG CONNECTIONSEE PLUMBING PLANS MinneapolisBismarck,©+(5(B<©&(57,)<©7+$7©7+,6©3/$1©63(&,),&$7,2125©5(3257©:$6©35(3$5('©B<©M(©25©81'(5©M<',5(&7©683(59,6,21©$1'©7+$7©,©$M©$©'8/</,&(16('©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©81'(5©7+(©/$:6©2)©7+(67$7(©2)www.htg-architects.com&23<5,*+7©©B<©+7*©$5&+,7(&763©5©2©-©(©&©7,668('©6(75(9,6,216'$7(1.5(*.©12.'$7('5$:1©B<&+(&.('©B<©Mainstreet©6Xite©+opkins©M1.©7el..SPIRECREDIT UNION1(:©B5$1&+©2)),&(©:$<=$7$©B/9'.*2/'(1©9$//(<©M1©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©6(37(MB(5©©$5&+,7(&76(37(MB(5©©GENERAL NOTES:1.SEE STORMTECH STANDARD DETAILS ON SHEET C8.2.CONTRACTOR SHALL FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS.3.CONTRACTOR SHALL TAKE CARE TO MINIMIZE COMPACTION OF IN-SITU SOILS WITHIN EXCAVATED BASINDURING PLACEMENT OF GEOTEXTILE FABRIC, ROCK BASE, CHAMBERS AND BACKFILL.STORMTECH LAYOUTC5STMH-1OUTLET CONTROL STRUCTUREWEIR=878.50STMH-2FLOW DIVERSION WEIR = 878.50STMH-4W/ 4' SUMPISOLATOR ROWINSPECTION PORTINSPECTION PORT6" DRAINTILE6" DRAINTILECLEANOUTCLEANOUTLIMITS OF EXCAVATION/ ROCK CHAMBER8" HDPE (TYP)12" HDPE (TYP)8" HDPE (TYP)12" HDPE (TYP)CONNECT DRAINTILETO OUTLET STRUCTUREDOWNSTREAM OF WEIRSTORMTECH SC-310 CHAMBER (TYP)STORMTECH SC-310 END CAP (TYP)NON-WOVEN GEOTEXTILE FABRICPLACED BETWEEN STONE AND CHAMBERSAT CHAMBER INLETSISOLATOR ROW MinneapolisBismarck,©+(5(B<©&(57,)<©7+$7©7+,6©3/$1©63(&,),&$7,2125©5(3257©:$6©35(3$5('©B<©M(©25©81'(5©M<',5(&7©683(59,6,21©$1'©7+$7©,©$M©$©'8/</,&(16('©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©81'(5©7+(©/$:6©2)©7+(67$7(©2)www.htg-architects.com&23<5,*+7©©B<©+7*©$5&+,7(&763©5©2©-©(©&©7,668('©6(75(9,6,216'$7(1.5(*.©12.'$7('5$:1©B<&+(&.('©B<©Mainstreet©6Xite©+opkins©M1.©7el..SPIRECREDIT UNION1(:©B5$1&+©2)),&(©:$<=$7$©B/9'.*2/'(1©9$//(<©M1©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©6(37(MB(5©©$5&+,7(&76(37(MB(5©©24" X 36"5"6"3"3"4" MINIMUM PRECAST BASE.VARIES/ 4' MINPOURED CONCRETE INVERT(SLOPE TO OUTLET PIPE)NOTE: REINFORCING SHALL CONSIST OF A SINGLELINE OF STEEL WIRE FABRIC HAVING AN AREA OFNOT LESS THAN 0.17 SQ. IN. PER FOOT OF HEIGHT.12' X 3' CATCH BASIN - NO SUMP DESIGNNTSCASTINGS SHALL BE NEENAH R-3067-V OR EQUAL36 1/2"35 1/4"3 1/8"33"36"43"1 7/8"5"6"17 3/4"15 1/2"24"31"4"2"R6"CURB BOX ADJUSTABLE 6" TO 9"USE BI-DIRECTIONAL GRATE (VB) AT LOW POINTS25 3/4"7"24"35 7/16"7/8"CASTING SHALL BE NEENAH R-1733 WITH PLATEN LID 109#NO POSITIONING LUG PLAN ELEVATIONNote: Inlet holes shall be turned so that they are inthe Flow line of the pipe.2SLAB TOP MANHOLE STORMNTS3STANDARD INLET CASTINGNTS4STANDARD MANHOLE CASTINGNTS6DRAIN TILE CLEANOUTNTS7DRAIN TILE CONNECTIONNTSSITE DETAILSC6 MinneapolisBismarck,©+(5(B<©&(57,)<©7+$7©7+,6©3/$1©63(&,),&$7,2125©5(3257©:$6©35(3$5('©B<©M(©25©81'(5©M<',5(&7©683(59,6,21©$1'©7+$7©,©$M©$©'8/</,&(16('©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©81'(5©7+(©/$:6©2)©7+(67$7(©2)www.htg-architects.com&23<5,*+7©©B<©+7*©$5&+,7(&763©5©2©-©(©&©7,668('©6(75(9,6,216'$7(1.5(*.©12.'$7('5$:1©B<&+(&.('©B<©Mainstreet©6Xite©+opkins©M1.©7el..SPIRECREDIT UNION1(:©B5$1&+©2)),&(©:$<=$7$©B/9'.*2/'(1©9$//(<©M1©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©6(37(MB(5©©$5&+,7(&76(37(MB(5©©1INLET PROTECTIONNTS3WATER MAIN CROSSINGNTS2SILT FENCENTS4BITUMINOUS PATCHING - CURBNTS5CONCRETE SIDEWALK & CURBNTSCURB & GUTTER2 " BITUMINOUS WEAR (OVERLAY)BITUMINOUS NON-WEAR,2"TO 4" (MATCH EX. SECTION)CLASS 5 AGGREGATE BASE, 10"ORMATCH EXISTING SECTIONCURB & GUTTERBITUMINOUS SURFACEREMOVAL LIMITS FOR BITUMINOUSPATCHING FOR CURB REPLACEMENT31CONCRETE SIDEWALKCONCRETE CURB AND GUTTER B618SIDEWALK DIMENSIONS WIDTH- 5' WIDTH- 4" DEPTH- 6" DEPTH AT RESIDENTIAL DRIVEWAY- 8" DEPTH AT COMMERCIAL DRIVEWAY- 4" CLASS 5 BASE- 5' CONTRACTION JOINT INTERVALS- 60' EXPANSION JOINT INTERVALS(APPROX.)PROPERTY LINE2. SILT FENCES CONSTRUCTED WITHOUT SUPPORT FENCES, POST SHALL BESPACED AT 4' OR LESS, AND DRIVEN AT LEAST 3' INTO THE GROUND.NOTE:1. SILT FENCES CONSTRUCTED WITH SUPPORT FENCES, POSTS SHALL BESPACED AT 10' OR LESS, AND DRIVEN AT LEAST 2' INTO THE GROUND.DIRECTION OFRUNOFF FLOWPROPOSED SEWERCOMPACTED SAND24"OD24"5"5"24"O.D.24"5"5"MIN.MINCOMPACTED SANDPROPOSED SEWERMIN.WATER MAIN INSTALLATION OVER SANITARY OR STORM SEWERNOTES: 1.WHEN WATER MAIN AND SANITARY SEWER CROSSINGHAVE LESS THAN 18" VERTICAL SEPARATION, INSTALLCROSSING AS SHOWN. 2. WHEN WATER MAIN COVER IS LESS THAN 7.5 FEETINSTALL WATER MAIN UNDER SANITARY SEWER.3" STYROFOAMINSULATIONBENDS ASREQUIRED3" STYROFOAMINSULATIONINSTALL ONE LENGTH OFWATER MAIN PIPE WITHTHE APPROPRIATEMATERIAL ADAPTERSCENTER AT CROSSINGSWATER MAIN INSTALLATION UNDER SANITARY OR STORM SEWERPROPOSED WATER MAINPROPOSED WATER MAINMIN.SITE DETAILSC7APPROVED SUBGRADE BY OWNER'S INDEPENDENTTESTING AGENCY.SAWCUT PAVEMENT FULL DEPTH6" AGGREGATE SUBBASE,CONFORMING TO 34 INCH OR 1 14INCH DENSE GRADED BASEWOVEN GEOTEXTILE FABRIC FOR SUBGRADE STABILIZATIONFLUSH W/ADJACENT PAVEMENT6" JOINTED PCC-REINFORCED 5000 PSI.6% AIR ENTRAINED. CONTROL JOINTSPACING 12.5 FEET SEAL WITH FUELRESISTANT JOINT SEALANT.NO. 5 REINFORCEMENT BARS 18" OC EWNOTES:1.EXTEND 6" AGGREGATE BASE 1' MINIMUM PAST CONCRETE EDGE IF CONCRETE IS NOTABUTTING EXISTING PAVEMENT OR STRUCTURES.2.CONCRETE JOINTS PER MANUFACTURER RECOMMENDATIONS.3.VERIFY CONCRETE AND BASE COURSE WITH GEOTECHNICAL REPORT ANDRECOMMENDATIONS.EXISTING SUBGRADEEX. PAVEMENT6CONCRETE PAVEMENTNTS50' MINIMUMAS REQU IRED 6" MINIMUM1"-2" WASHED ROCK7ROCK CONSTRUCTION ENTRANCENTS8BITUMINOUS PAVEMENT SECTIONNTSAPPROVED SUBGRADE BY OWNER'S INDEPENDENTTESTING AGENCY.2.0 BITUMINOUS NON-WEAR COAT8" AGGREGATE SUBBASE,CONFORMING TO 34 INCH OR 1 14INCH DENSE GRADED BASEWOVEN GEOTEXTILE FABRIC FOR SUBGRADE STABILIZATION1.5" BITUMINOUS WEAR COURSEBITUMINOUS TACK COATEXISTING SUBGRADE MinneapolisBismarck,©+(5(B<©&(57,)<©7+$7©7+,6©3/$1©63(&,),&$7,2125©5(3257©:$6©35(3$5('©B<©M(©25©81'(5©M<',5(&7©683(59,6,21©$1'©7+$7©,©$M©$©'8/</,&(16('©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©81'(5©7+(©/$:6©2)©7+(67$7(©2)www.htg-architects.com&23<5,*+7©©B<©+7*©$5&+,7(&763©5©2©-©(©&©7,668('©6(75(9,6,216'$7(1.5(*.©12.'$7('5$:1©B<&+(&.('©B<©Mainstreet©6Xite©+opkins©M1.©7el..SPIRECREDIT UNION1(:©B5$1&+©2)),&(©:$<=$7$©B/9'.*2/'(1©9$//(<©M1©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©6(37(MB(5©©$5&+,7(&76(37(MB(5©©1STMH-1 - OUTLET CONTROL STRUCTURENTSSITE DETAILSC8878.50877.0875.0881.07NEENAH R-1733 FRAME AND COVER12" HDPE INLET12" RCP OUTLETKEYED PRECAST WEIR(2) 6" DRAINTILE CONNECTIONDOWNSTREAM OF WEIR WALLINV=875.648"1STMH-2 - FLOW DIVERSION WEIRNTS878.50877.0881.07NEENAH R-1733 FRAME AND COVER12" HDPEKEYED PRECAST WEIR48"PLANSECTION6" H D P E D R A I N T I L E 12" HDPE PIPE12" RCP6" HDPE DRA INT ILE KEYED PRECAST WEIR877.012" HDPE881.078" HDPEPLANSECTION12" HDPE PIPEKEYED PRECAST WEIR8" HDPE PIPE 12" HDPE PIPE MinneapolisBismarck,©+(5(B<©&(57,)<©7+$7©7+,6©3/$1©63(&,),&$7,2125©5(3257©:$6©35(3$5('©B<©M(©25©81'(5©M<',5(&7©683(59,6,21©$1'©7+$7©,©$M©$©'8/</,&(16('©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©81'(5©7+(©/$:6©2)©7+(67$7(©2)www.htg-architects.com&23<5,*+7©©B<©+7*©$5&+,7(&763©5©2©-©(©&©7,668('©6(75(9,6,216'$7(1.5(*.©12.'$7('5$:1©B<&+(&.('©B<©Mainstreet©6Xite©+opkins©M1.©7el..SPIRECREDIT UNION1(:©B5$1&+©2)),&(©:$<=$7$©B/9'.*2/'(1©9$//(<©M1©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©6(37(MB(5©©$5&+,7(&76(37(MB(5©©1STORMTECH SYSTEMNTSUNDERDRAIN DETAILNTSAABBSECTION A-ASECTION B-BDUAL WALLPERFORATEDHDPEUNDERDRAINADS GEOSYNTHETICS 601TNON-WOVEN GEOTEXTILESTORMTECH END CAPADS GEOSYNTHETICS 601TNON-WOVEN GEOTEXTILESTORMTECHCHAMBEROUTLET MANIFOLDSTORMTECH END CAPSTORMTECHCHAMBERSNUMBER AND SIZE OF UNDERDRAINS PER SITE DESIGN ENGINEER4" (100 mm) TYP FOR SC-310 & SC-160LP SYSTEMS6" (150 mm) TYP FOR SC-740, DC-780, MC-3500 & MC-4500 SYSTEMSFOUNDATION STONEBENEATH CHAMBERSFOUNDATION STONEBENEATH CHAMBERSNOMINAL CHAMBER SPECIFICATIONSSIZE (W X H X INSTALLED LENGTH)34.0" X 16.0" X 85.4" (864 mm X 406 mm X 2169 mm)CHAMBER STORAGE14.7 CUBIC FEET (0.42 m³)MINIMUM INSTALLED STORAGE*31.0 CUBIC FEET (0.88 m³)WEIGHT35.0 lbs.(16.8 kg)*ASSUMES 6" (152 mm) ABOVE, BELOW, AND BETWEEN CHAMBERSBUILD ROW IN THIS DIRECTIONSC-310 TECHNICAL SPECIFICATIONNTSOVERLAP NEXT CHAMBER HERE(OVER SMALL CORRUGATION)START END34.0"(864 mm)16.0"(406 mm)90.7" (2304 mm) ACTUAL LENGTH85.4" (2169 mm) INSTALLED LENGTHAABC9.9"(251 mm)15.6"(396 mm)PART #STUBABCSC310EPE06T / SC310EPE06TPC6" (150 mm)9.6" (244 mm)5.8" (147 mm)---SC310EPE06B / SC310EPE06BPC---0.5" (13 mm)SC310EPE08T / SC310EPE08TPC8" (200 mm)11.9" (302 mm)3.5" (89 mm)---SC310EPE08B / SC310EPE08BPC---0.6" (15 mm)SC310EPE10T / SC310EPE10TPC10" (250 mm)12.7" (323 mm)1.4" (36 mm)---SC310EPE10B / SC310EPE10BPC---0.7" (18 mm)SC310EPE12B12" (300 mm)13.5" (343 mm)---0.9" (23 mm)SC310EPE12BR12" (300 mm)13.5" (343 mm)---0.9" (23 mm)ALL STUBS, EXCEPT FOR THE SC310EPE12B ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OFTHE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT1-888-892-2694.* FOR THE SC310EPE12B THE 12" (300 mm) STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 0.25" (6 mm).BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL.NOTE: ALL DIMENSIONS ARE NOMINALPRE-FAB STUB AT BOTTOM OF END CAP WITH FLAMP END WITH "BR"PRE-FAB STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B"PRE-FAB STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T"PRE CORED END CAPS END WITH "PC"ACCEPTABLE FILL MATERIALS: STORMTECH SC-310 CHAMBER SYSTEMSPLEASE NOTE:1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE".2.STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.3.WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FORCOMPACTION REQUIREMENTS.4.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.NOTES:1.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2922 (POLETHYLENE) OR ASTM F2418-16a (POLYPROPYLENE), "STANDARD SPECIFICATION FOR CORRUGATED WALL STORMWATER COLLECTIONCHAMBERS".2.SC-310 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTIONCHAMBERS".3.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITHCONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS.4.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.5.REQUIREMENTS FOR HANDLING AND INSTALLATION:·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS.·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 2”.·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2922 SHALL BE GREATER THAN OR EQUAL TO 400LBS/IN/IN. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD ORYELLOW COLORS.MATERIAL LOCATIONDESCRIPTIONAASHTO MATERIALCLASSIFICATIONSCOMPACTION / DENSITY REQUIREMENTDFINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C'LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHEDGRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D'LAYER.ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS.CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS.N/APREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVEDINSTALLATIONS MAY HAVE STRINGENT MATERIAL ANDPREPARATION REQUIREMENTS.CINITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THEEMBEDMENT STONE ('B' LAYER) TO 18" (450 mm) ABOVE THE TOP OF THECHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C'LAYER.GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES ORPROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THISLAYER.AASHTO M145¹A-1, A-2-4, A-3ORAASHTO M43¹3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10BEGIN COMPACTIONS AFTER 12" (300 mm) OF MATERIAL OVERTHE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN6" (150 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FORWELL GRADED MATERIAL AND 95% RELATIVE DENSITY FORPROCESSED AGGREGATE MATERIALS. ROLLER GROSSVEHICLE WEIGHT NOT TO EXCEED 12,000 lbs (53 kN). DYNAMICFORCE NOT TO EXCEED 20,000 lbs (89 kN).BEMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THEFOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE.CLEAN, CRUSHED, ANGULAR STONEAASHTO M43¹3, 357, 4, 467, 5, 56, 57NO COMPACTION REQUIRED.AFOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TOTHE FOOT (BOTTOM) OF THE CHAMBER.CLEAN, CRUSHED, ANGULAR STONEAASHTO M43¹3, 357, 4, 467, 5, 56, 57PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3DCBA*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVEDINSTALLATIONS WHERE RUTTING FROM VEHICLES MAYOCCUR, INCREASE COVER TO 24" (600 mm).SUBGRADE SOILS(SEE NOTE 4)PERIMETER STONE(SEE NOTE 5)EXCAVATION WALL(CAN BE SLOPED OR VERTICAL)SC-310END CAPPAVEMENT LAYER (DESIGNEDBY SITE DESIGN ENGINEER)16"(405 mm)18"(450 mm) MIN*8'(2.4 m)MAX6" (150 mm)MINDEPTH OF STONE TO BE DETERMINEDBY SITE DESIGN ENGINEER 6" (150 mm) MIN12" (300 mm) MIN12" (300 mm) TYP34" (865 mm)6"(150 mm) MINADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALLAROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERSINSPECTION & MAINTENANCESTEP 1)INSPECT ISOLATOR ROW FOR SEDIMENTA.INSPECTION PORTS (IF PRESENT)A.1.REMOVE/OPEN LID ON NYLOPLAST INLINE DRAINA.2.REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLEDA.3.USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOGA.4.LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL)A.5.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.B.ALL ISOLATOR ROWSB.1.REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROWB.2.USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPEi)MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRYii)FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLEB.3.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.STEP 2)CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESSA.A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERREDB.APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEANC.VACUUM STRUCTURE SUMP AS REQUIREDSTEP 3)REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS.STEP 4)INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM.NOTES1.INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUSOBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.2.CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY.CATCH BASINORMANHOLESC-310 ISOLATOR ROW PLUS DETAILNTSSTORMTECH HIGHLY RECOMMENDSFLEXSTORM INSERTS IN ANY UPSTREAMSTRUCTURES WITH OPEN GRATESSC-310 CHAMBER12" (300 mm) HDPE ACCESS PIPE REQUIREDUSE FACTORY PRE-FABRICATED END CAPPART #: SC310EPE12BRSC-310 END CAPOPTIONAL INSPECTION PORTCOVER ENTIRE ISOLATOR ROW PLUS WITH ADSGEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE5' (1.5 m) MIN WIDEONE LAYER OF ADSPLUS125 WOVEN GEOTEXTILE BETWEENFOUNDATION STONE AND CHAMBERS4' (1.2 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMSSUMP DEPTH TBD BYSITE DESIGN ENGINEER(24" [600 mm] MIN RECOMMENDED)STORMTECH TYPICAL DETAILSC9 PROJECT DESCRIPTION/LOCATION THE SPIRE CREDIT UNION PROJECT IS LOCATED IN THE CITY OF GOLDEN VALLEY IN HENNEPIN COUNTY BOUNDED ON THE WEST BY FLORIDA AVE SOUTH, THE NORTH BY EDGEWOOD DRIVE, THE SOUTH BY WAYZATA BLVD, AND THE EAST BY JJ'S CLUBHOUSE. THE PROPOSED SITE ENCOMPASSES 1.46 ACRES. THE PLANNED SCOPE OF THE PROJECT INCLUDES: ·THE INSTALLATION OF EROSION CONTROL MEASURES AS REQUIRED FOR THE MASS GRADING OF THE SITE FOR THE CONSTRUCTION OF THE SPIRE CREDIT UNION. ·GRADING AS REQUIRED FOR THE INSTALLATION OF THE BUILDING AND PARKING LOTS. ·THE CONSTRUCTION OF AN UNDERGROUND STORMWATER CHAMBER SYSTEM. ·INSTALLATION OF SANITARY SEWER, WATERMAIN, AND STORM SEWER. ·PLACEMENT OF CONCRETE AS REQUIRED TO ESTABLISH CURB, GUTTER, AND SIDEWALKS THROUGHOUT THE SITE. ·CONSTRUCTION OF THE PROPOSED BUILDING. RECEIVING WATERS THERE ARE NO WATERS LOCATED WITHIN ONE MILE (AERIAL RADIUS) OF THE PROJECT LIMITS. SOIL TYPES SOIL TYPES TYPICALLY FOUND ON THIS PROJECT ARE SOIL TYPE B PER SOIL BORING DATA PROVIDED BY BRAUN INTERTEC. LONG TERM MAINTENANCE AND OPERATION SPIRE CREDIT UNION HAS ENTERED INTO A MAINTENANCE AGREEMENT WITH THE CITY OF GOLDEN VALLEY THAT IDENTIFIES THE AGENCY THAT IS RESPONSIBLE FOR ONGOING MAINTENANCE, AND HOW RESPONSIBILITY WILL BE TRANSFERRED TO OTHER AGENTS. OR PRIVATELY MAINTAINED. PROJECT PERSONNEL AND TRAINING THIS SWPPP WAS PREPARED BY PERSONNEL THAT ARE VERIFIED IN THE DESIGN OF CONSTRUCTION SWPPP. COPIES OF THE CERTIFICATIONS ARE ON FILE WITH THE ENGINEER. PROVIDE A CERTIFIED EROSION CONTROL SUPERVISOR IN GOOD STANDING WHO IS KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES. THE EROSION CONTROL SUPERVISOR WILL WORK WITH THE PROJECT ENGINEER / SWPPP DESIGNER TO OVERSEE THE IMPLEMENTATION OF THE SWPPP AND THE INSTALLATION, INSPECTION, AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS BEFORE, DURING, AND AFTER CONSTRUCTION UNTIL THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE MPCA. PROVIDE PROOF OF CERTIFICATION AT THE RECONSTRUCTION MEETING. WORK WILL NOT BE ALLOWED TO COMMENCE UNTIL PROOF OF CERTIFICATION HAS BEEN PROVIDED TO THE PROJECT ENGINEER. PROVIDE AT LEAST ONE CERTIFIED INSTALLER FOR EACH CONTRACTOR OR SUBCONTRACTOR THAT INSTALLS THE PRODUCTS LISTED IN SPECIFICATION SECTION 2573.3.A.2 CERTIFIED INSTALLERS. PROVIDE PROOF OF CERTIFICATION AT THE RECONSTRUCTION MEETING. WORK WILL NOT BE ALLOWED TO COMMENCE UNTIL PROOF OF CERTIFICATION HAS BEEN PROVIDED TO THE PROJECT ENGINEER. CHAIN OF RESPONSIBILITY THE OWNER AND CONTRACTOR ARE CO-PERMITTEES FOR THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) CONSTRUCTION PERMIT. THE CONTRACTOR IS RESPONSIBLE TO COMPLY WITH ALL ASPECTS OF THE NPDES CONSTRUCTION PERMIT AT ALL TIMES UNTIL THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE MPCA THE CONTRACTOR WILL DEVELOP A CHAIN OF COMMAND WITH ALL OPERATORS ON THE SITE TO ENSURE THAT THE SWPPP WILL BE IMPLEMENTED AND STAY IN EFFECT UNTIL THE CONSTRUCTION PROJECT IS COMPLETE, THE ENTIRE SITE HAS UNDERGONE FINAL STABILIZATION, AND A NOTICE OF TERMINATION (NOT) HAS BEEN SUBMITTED TO THE MPCA. PROJECT CONTACTS THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF THE SWPPP AND INSTALLATION, INSPECTION, AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS BEFORE, DURING, AND AFTER CONSTRUCTION UNTIL THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED. *CERTIFIED FOR DESIGN OF CONSTRUCTION SWPPP BY UNIVERSITY OF MINNESOTA, EXPIRES 5/31/22 MPCA DUTY OFFICER 24 HOUR EMERGENCY NOTIFICATION: 651-649-5451 OR 800-422-0798 SITE INSPECTION AND MAINTENANCE CONTRACTOR SHALL PROVIDE NAME, CONTACT INFO, AND TRAINING DOCUMENTATION FOR THE PERSON RESPONSIBLE FOR SWPPP IMPLEMENTATION AND INSPECTION/MAINTENANCE OF BMPS. INSPECT THE ENTIRE CONSTRUCTION SITE A MINIMUM OF ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES WITHIN A 24 HOUR TIME FRAME. INSPECT ALL TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT, EROSION PREVENTION AND SEDIMENT CONTROL BMPS UNTIL THE SITE HAS UNDERGONE FINAL STABILIZATION AND THE N.O.T. HAS BEEN SUBMITTED. INSPECT SURFACE WATER INCLUDING DRAINAGE DITCHES FOR SIGNS OF EROSION AND SEDIMENT DEPOSITION. INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS FOR EVIDENCE OF TRACKING ONTO PAVED SURFACES. INSPECT SURROUNDING PROPERTIES FOR EVIDENCE OF OFF SITE SEDIMENT ACCUMULATION. RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES IN WRITING WITHIN 24 HOURS. SUBMIT INSPECTION REPORTS IN A FORMAT THAT IS ACCEPTABLE TO THE PROJECT ENGINEER. FOR PROJECTS THAT DISCHARGE TO PROHIBITED WATERS, CONDUCT ROUTINE SITE INSPECTIONS AT A MINIMUM OF ONCE EVERY 72 HOURS (3 DAYS). INCLUDE THE FOLLOWING IN THE RECORDS OF EACH INSPECTION AND MAINTENANCE ACTIVITY: A.DATE AND TIME OF INSPECTIONS B.NAME OF PERSONS CONDUCTING INSPECTIONS C.FINDINGS OF INSPECTIONS, INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIONS D.CORRECTIVE ACTION TAKEN, INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES E.DATE AND AMOUNT OF ALL RAINFALL EVENTS GREATER THAN 0.5 INCH IN 24 HOURS F.DOCUMENTS AND CHANGES MADE TO THE SWPPP REPLACE, REPAIR OR SUPPLEMENT ALL NONFUNCTIONAL BMPS BY IN THE TIME PROVIDED BELOW: A.REPAIR, REPLACE, OR SUPPLEMENT PERIMETER CONTROL DEVICES WHEN IT BECOMES NONFUNCTIONAL OR SEDIMENT REACHES 12 THE HEIGHT OF THE DEVICE. COMPLETE REPAIRS BY B.THE END OF THE NEXT BUSINESS DAY FOLLOWING DISCOVERY. C.REPAIR OR REPLACE INLET PROTECTION DEVICES WHEN THEY BECOME NONFUNCTIONAL OR SEDIMENT REACHES 12 THE HEIGHT AND/OR DEPTH OF THE DEVICE. COMPLETE REPAIRS BY THE END OF THE NEXT BUSINESS DAY FOLLOWING DISCOVER. D.DRAIN AND REMOVE SEDIMENT FROM TEMPORARY AND PERMANENT SEDIMENT BASINS ONCE THE SEDIMENT HAS REACHED 12 THE STORAGE VOLUME. COMPLETE WORK WITHIN 72 HOURS OF DISCOVERY. E.REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATER INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS. RESTABILIZED ANY AREAS THAT ARE DISTURBED BY SEDIMENT REMOVAL OPERATION. SEDIMENT REMOVAL AND STABILIZATION MUST BE COMPLETED WITHIN 7 DAYS OF DISCOVERY. PREPARE AND SUBMIT A SITE MANAGEMENT PLAN FOR WORKING IN SURFACE WATERS. F.REMOVE TRACKED SEDIMENT FROM PAVED SURFACES BOTH ON AND OFF SITE WITHIN 24 HOURS OF DISCOVERY. STREET SWEEPING MAY HAVE TO OCCUR MORE OFTEN TO MINIMIZE OFF SITE IMPACTS. LIGHTLY WET THE PAVEMENT PRIOR TO SWEEPING G.MAINTAIN ALL BMPS UNTIL WORK HAS BEEN COMPLETED, SITE HAS GONE UNDER FINAL STABILIZATION, AND THE NOTICE OF TERMINATION (NOT) HAS BEEN SUBMITTED TO THE MPCA. AREA SUMMARY SPECIAL SITE NOTES IF SITE REQUIRES PERMANENT STORMWATER MANAGEMENT HYDROLOGIC AND WATER QUALITY MODELING DATA IS AVAILABLE UPON REQUEST. THE SWPPP COORDINATOR MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY THE MPCA AND SHALL BE RESPONSIBLE FOR THE FOLLOWING: ·SUBMIT THE NPDES PERMIT APPLICATION AND COMPLY WITH ALL REQUIREMENTS ·IMPLEMENT THE SWPPP. ·OVERSEE INSTALLATION AND MAINTENANCE PRACTICES AND REPAIRS IDENTIFIED IN THE SWPPP. ·IMPLEMENT AND OVERSEE EMPLOYEE TRAINING AND RECORD IN OR WITH THE SWPPP. ·CONDUCT OR PROVIDE FOR INSPECTION AND MONITORING ACTIVITIES AND MAINTAIN LOGS AS PERMIT REQUIRES. ·IDENTIFY OTHER POTENTIAL POLLUTANT SOURCES NOT LISTED IN THE SWPPP AND ADD THEM. ·IDENTIFY ANY DEFICIENCIES IN THE SWPPP AND CORRECT THEM. ·ENSURE THAT CHANGES TO CONSTRUCTION PLANS ARE ADDRESSED IN THE SWPPP. ·FILE THE NOTICE OF TERMINATION UPON PROJECT COMPLETION. AFTER THE NOTICE OF TERMINATION HAS BEEN FILED, THE OWNER SHALL BE RESPONSIBLE FOR ASSIGNING RESPONSIBILITY FOR PERMANENT MAINTENANCE MEASURES. PERMITS THE FOLLOWING PERMITS APPLY TO THIS PROJECT: NOTE: IF THE 25' BUFFERS ARE MAINTAINED FORM THE WETLANDS, ADDITIONAL PERMITS WILL NOT BE REQUIRED. LOCATION OF SWPPP REQUIREMENTS THE REQUIRED SWPPP ELEMENTS MAY BE LOCATED IN MANY PLACES WITHIN THE PLAN SET. SWPPP AMENDMENTS A QUALIFIED INDIVIDUAL MUST COMPLETE ALL SWPPP CHANGES. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATION DESCRIBING HOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS. PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMS IDENTIFIED OF ADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION OPERATION, MAINTENANCE, WEATHER, OR SEASONAL CONDITIONS HAVING A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER. PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER OR OPERATOR, USEPA OR MPCA OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER OR THE DISCHARGES ARE CAUSING WATER QUALITY STANDARD EXCEEDANCE OR THE SWPPP IS NOT CONSISTENT WITH THE OBJECTIVES OF A USEPA APPROVED TMDL STABILIZATION TIME FRAMES ALL AREAS DISTURBED BY CONSTRUCTION WILL RECEIVE SEED OR SOD ACCORDING TO THE PLANS AND SPECIFICATIONS AND WITHIN THE SPECIFIED VEGETATIVE TIME SCHEDULE. FINAL STABILIZATION WILL OCCUR WHEN THE SITE HAS A UNIFORM VEGETATIVE COVER WITH A DENSITY OF 70% OVER THE ENTIRE DISTURBED AREA COMPARED TO EXISTING CONDITIONS. ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS MUST BE REMOVED AS PART OF THE SITE FINAL STABILIZATION. ALL SEDIMENT MUST BE CLEANED OUT OF CONVEYANCES AND TEMPORARY SEDIMENTATION BASINS IF APPLICABLE. 1.INITIATE INLET STABILIZATION IMMEDIATELY WHEN CONSTRUCTION HAS TEMPORARILY OR PERMANENTLY CEASED ON ANY PORTION OF THE SITE. COMPLETE STABILIZATION WITHIN THE TIME FRAME LISTED. IN MANY INSTANCES THIS WILL REQUIRE STABILIZATION TO OCCUR MORE THAN ONCE DURING THE COURSE OF THE PROJECT. TEMPORARY SOIL STOCKPILES WITHOUT SIGNIFICANT CLAY OR SILT AND STOCKPILED AND CONSTRUCTED ROAD BASE ARE NOT APPROPRIATE AND THEREFORE EXEMPT FROM THE STABILIZATION REQUIREMENT. 2.APPLICATION OF MULCH, HYDROMULCH, TACKIFIER AND POLYACRYLAMIDE ARE NOT ACCEPTABLE STABILIZATION METHODS IN THESE AREAS. 3.STABILIZE ALL AREAS OF THE SITE PRIOR TO THE ONSET OF WINTER, ANY WORK STILL BEING PERFORMED WILL BE SNOW MULCHED, SEEDED, AND BLANKETED WITHIN THE TIME FRAMES IN THE NPDES PERMIT. 4.TOPSOIL BERMS MUST BE STABILIZED IN ORDER TO BE CONSIDERED PERIMETER CONTROL BMPS. USE RAPID STABILIZATION METHOD 2, 3, OR 4 AS DIRECTED BY THE ENGINEER. THE SEED MIX USED IN THE RAPID STABILIZATION MAY BE SUBSTITUTED AS FOLLOWS: A.SINGLE YEAR CONSTRUCTION BETWEEN MAY 1 - AUGUST 1, SEED WITH SEED MIXTURE 21.111 B.SINGLE YEAR CONSTRUCTION BETWEEN AUGUST 1 AND OCTOBER 31, SEED WITH STORM WATER POLLUTION PREVENTION PLAN NARRATIVE - PAGE 1 OF 2 PROJECT SITE 1-MILE RADIUS AROUND PROJECT CONTACT INFORMATION ORGANIZATION CONTACT NAME PHONE SPIRE CREDIT UNION PAT MCCANN 651-641-2106 ANDERSON ENGINEERING (SWPPP DESIGN)ADAM THIELE*763412-4000 GREINER CONSTRUCTION JAKE MACHONE 612-225-6923 ACREAGE SUMMARY AREA ACRES PROPERTY 1.46 DISTURBED 1.13 IMP. PRE-CONSTRUCTION 1.21 IMP. POST-CONSTRUCTION 0.57 NEW IMP.0.00 PERVIOUS AT COMPLETION 0.89 AGENCY TYPE OF PERMIT PERMIT # AND DATES MINNESOTA POLLUTION CONTROL AGENCY (MPCA) NPDES CONSTRUCTION PERMIT [#] CITY OF GOLDEN VALLEY GRADING PERMIT [#] CITY OF GOLDEN VALLEY BUILDING PERMIT [#] AREA TIME FRAME NOTES LAST 200 LINEAL FEET OF DRAINAGE DITCH OR SWALE WITHIN 24 HOURS OF CONNECTION TO SURFACE WATER OR PROPERTY EDGE 1, 2, 3 REMAINING PORTIONS OF DRAINAGE DITCH OR SWALE 7 DAYS 1, 3 PIPE AND CULVERT OUTLETS 24 HOURS STOCKPILES 7 DAYS 1 Minneapolis Bismarck ,©+(5(B<©&(57,)<©7+$7©7+,6©3/$1©63(&,),&$7,21 25©5(3257©:$6©35(3$5('©B<©M(©25©81'(5©M< ',5(&7©683(59,6,21©$1'©7+$7©,©$M©$©'8/< /,&(16('©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©81'(5©7+(©/$:6©2)©7+( 67$7(©2) www.htg-architects.com &23<5,*+7 ©©B<©+7*©$5&+,7(&76 3©5©2©-©(©&©7 ,668('©6(7 5(9,6,216 '$7(1. 5(*.©12.'$7( '5$:1©B<&+(&.('©B< ©Mainstreet©6Xite© +opkins©M1.© 7el.. SPIRE CREDIT UNION 1(:©B5$1&+©2)),&( ©:$<=$7$©B/9'. *2/'(1©9$//(<©M1© ©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©6(37(MB(5©© $5&+,7(&7 6(37(MB(5©© SWPPP PLAN 1 C10 SEED MIXTURE 21-112 C.MULTI YEAR CONSTRUCTION 22-111 5.KEEP DITCHES AND EXPOSED SOILS IN AN EVEN ROUGH GRADED CONDITION IN ORDER TO BE ABLE TO APPLY EROSION CONTROL MULCHES, HYDROMULCHES AND BLANKETS. GENERAL SWPPP NOTES FOR CONSTRUCTION ACTIVITY 1.CONTRACTOR SHALL AMEND THE SWPPP AND DOCUMENT ANY AND ALL CHANGES TO THE SWPPP AND ASSOCIATED PLAN SHEETS WITHIN 7 DAYS UPON IMPLEMENTATION. STORE THE SWPPP AND ALL AMENDMENTS ON SITE AT ALL TIMES. 2.PREPARE AND SUBMIT A SITE MANAGEMENT PLAN FOR THE ENGINEER'S ACCEPTANCE FOR CONCRETE MANAGEMENT, CONCRETE SLURRY APPLICATION AREAS, WORK IN AND NEAR AREAS OF ENVIRONMENTAL SENSITIVITY, AREAS IDENTIFIED IN THE PLANS AS "SITE MANAGEMENT PLAN AREA", ANY WORK THAT WILL REQUIRE DEWATERING, AND AS REQUESTED BY THE ENGINEER. SUBMIT ALL SITE MANAGEMENT PLANS TO THE ENGINEER IN WRITING. ALLOW ALL MINIMUM OF 7 DAYS FOR THE ENGINEER TO REVIEW AND ACCEPT SITE MANAGEMENT PLAN SUBMITTALS. WORK WILL NOT BE ALLOWED TO COMMENCE IF A SITE MANAGEMENT PLAN IS REQUIRED UNTIL ACCEPTANCE HAS BEEN GRANTED BY THE ENGINEER. THERE WILL BE NO EXTRA TIME ADDED TO THE CONTRACT DUE TO THE UNTIMELY SUBMITTAL. 3.IT IS THE DESIGNER'S INTENT THAT THE CONTRACTOR BUILD PONDS AND INSTALL EROSION CONTROL BMPS BEFORE PUTTING THEM INTO ACTIVE SERVICE TO THE MAXIMUM EXTENT PRACTICABLE. 4.BURNING OF ANY MATERIAL IS NOT ALLOWED WITHIN PROJECT BOUNDARY. 5.DO NOT DISTURB AREAS OUTSIDE OF THE CONSTRUCTION LIMITS. DELINEATE AREAS NOT TO BE DISTURBED PRIOR TO STARTING GROUND DISTURBING ACTIVITIES. IF IT BECOMES NECESSARY TO DISTURBED AREAS OUTSIDE OF THE CONSTRUCTION LIMITS OBTAIN WRITTEN PERMISSION FROM THE PROJECT ENGINEER PRIOR TO PROCEEDING. PRESERVE ALL NATURAL BUFFERS SHOWN ON THE PLANS. 6.ROUT STORMWATER AROUND UNSTABILIZED AREAS OF THE SITE WHENEVER FEASIBLE. PROVIDE EROSION CONTROL AND VELOCITY DISSIPATION DEVICES AS NEEDED TO KEEP CHANNELS FROM ERODING AND TO PREVENT NUISANCE CONDITIONS AT THE OUTLET. 7.DIRECT DISCHARGES FROM BMPS TO VEGETATED AREA WHENEVER FEASIBLE. PROVIDE VELOCITY DISSIPATION DEVICES AS NEEDED TO PREVENT EROSION. 8.THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS SHALL BE PLACED AS NECESSARY TO MINIMIZE EROSION FROM DISTURBED SURFACES AND TO CAPTURE SEDIMENT ON SITE. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO COMMENCEMENT OF ANY REMOVAL WORK AND/OR GROUND DISTURBING ACTIVITIES COMMENCE. 9.ESTABLISH SEDIMENT CONTROL DEVICES ON ALL DOWN GRADIENT PERIMETERS AND UP GRADIENT OF ANY BUFFER ZONES BEFORE AND UP GRADIENT LAND DISTURBING ACTIVITIES BEGIN. MAINTAIN SEDIMENT CONTROL DEVICES UNTIL CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. 10.LOCATE PERIMETER CONTROL ON THE CONTOUR TO CAPTURE OVERLAND, LOW-VELOCITY SHEET FLOWS DOWN GRADIENT OF ALL EXPOSED SOILS AND PRIOR TO DISCHARGING TO SURFACE WATERS. PLACE J-HOOKS AT A MAXIMUM OF 100 FOOT INTERVALS. 11.PROVIDE PERIMETER CONTROL AROUND ALL STOCKPILES. PLACE BMP A MINIMUM 5 FEET FROM THE TOE OF SLOPE WHERE FEASIBLE. DO NOT PLACE STOCKPILES IN NATURAL BUFFER AREAS, SURFACE WATERS OR STORMWATER CONVEYANCES. 12.FLOATING SILT CURTAIN IS ALLOWED AS PERIMETER CONTROL FOR IN WATER WORK ONLY. INSTALL THE FLOATING SILT CURTAIN AS CLOSE TO SHORE AS POSSIBLE. PLACE PERIMETER CONTROL BMP ON LAND IMMEDIATELY AFTER THE IN WATER WORK IS COMPLETED. 13.DITCH CHECKS WILL BE PLACED AS INDICATED ON THE PLANS DURING ALL PHASES OF CONSTRUCTION. 14.PLACE CONSTRUCTION EXITS, AS NECESSARY, TO PREVENT TRACKING OF SEDIMENT ONTO PAVED SURFACES BOTH ON AND OFF THE PROJECT SITE. PROVIDE CONSTRUCTION EXITS OF SUFFICIENT SIZE TO PREVENT TRACK OUT. MAINTAIN CONSTRUCTION EXITS WHEN EVIDENCE OF TRACKING IS DISCOVERED. REGULAR STREET SWEEPING IS NOT AN ACCEPTABLE ALTERNATIVE TO PROPER CONSTRUCTION EXIT INSTALLATION AND MAINTENANCE. CONSTRICTION EXITS ARE INCIDENTAL. 15.DISCHARGE TURBID OR SEDIMENT LADEN WATER TO TEMPORARY SEDIMENT BASINS WHENEVER FEASIBLE. IN THE EVENT THAT IT IS NOT FEASIBLE TO DISCHARGE THE SEDIMENT LADEN WATER TO A TEMPORARY SEDIMENT BASIN, THE WATER MUST BE TREATED SO THAT IT DOES NOT CAUSE A NUISANCE CONDITION IN THE RECEIVING WATERS OR TO DOWNSTREAM LANDOWNERS. CLEAN OUT ALL PERMANENT STORMWATER BASINS REGARDLESS OF WHETHER USED AS TEMPORARY SEDIMENT BASINS OR TEMPORARY SEDIMENT TRAPS TO THE DESIGN CAPACITY AFTER ALL UP GRADIENT LAND DISTURBING ACTIVITY IS COMPLETED. 16.PROVIDE SCOUR PROTECTION AT ANY OUTFALL OF DEWATERING ACTIVITIES. 17.PROVIDE STABILIZATION IN ANY TRENCHES CUT FOR DEWATERING OR SITE DRAINING PURPOSES. POLLUTION PREVENTION 1.PROVIDE A SPILL KIT AT EACH WORK LOCATION ON THE SITE. 2.STORE ALL BUILDING MATERIALS THAT HAVE THE POTENTIAL TO LEACH POLLUTANTS, PESTICIDES, HERBICIDES, INSECTICIDES. FERTILIZERS, TREATMENT CHEMICALS, AND LANDSCAPE MATERIALS UNDER COVER WITH SECONDARY CONTAINMENT. 3.PROVIDE A SECURE STORAGE AREA WITH RESTRICTED ACCESS FOR ALL HAZARDOUS MATERIALS AND TOXIC WASTE. RETURN ALL HAZARDOUS MATERIALS AND TOXIC WASTE TO THE DESIGNATED STORAGE AREA AT THE END OF THE BUSINESS DAY UNLESS INFEASIBLE. STORE ALL HAZARDOUS MATERIALS AND TOXIC WASTE (INCLUDING BUT NOT LIMITED TO OIL, DIESEL FUEL, GASOLINE, HYDRAULIC FLUIDS, PAINT, PETROLEUM BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS) IN SEALED CONTAINERS WITH SECONDARY CONTAINMENT. CLEAN UP SPILLS IMMEDIATELY. 4.STORE, COLLECT AND DISPOSE OF ALL SOLID WASTE. 5.POSITION ALL PORTABLE TOILETS SO THAT THEY ARE SECURE AND CANNOT BE TIPPED OR KNOCKED OVER. PROPERLY DISPOSE OF ALL SANITARY WASTE. 6.FUEL AND MAINTAIN VEHICLES IN A DESIGNATED CONTAINED AREA WHENEVER FEASIBLE. USE DRIP PANS OR ABSORBENT MATERIALS TO PREVENT SPILLS OR LEAKED CHEMICALS FORM DISCHARGING TO SURFACE WATER OR STORMWATER CONVEYANCES. PROVIDE A SPILL KIT AT EACH LOCATION THAT VEHICLES AND EQUIPMENT ARE FUELED OR MAINTAINED AT. 7.LIMIT VEHICLE AND EQUIPMENT WASHING TO A DEFINED AREA OF THE SITE. CONTAIN RUNOFF FROM THE WASHING AREA TO A TEMPORARY SEDIMENT BASIN OR OTHER EFFECTIVE CONTROL. PROPERLY DISPOSE OF ALL WASTE GENERATED BY VEHICLE AND EQUIPMENT WASHING. ENGINE DEGREASING IS NOT ALLOWED ON THE SITE. 8.PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUT OF CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS. LIQUID AND SOLID WASHOUT WASTES MUST NOT CONTACT THE GROUND. DESIGN THE CONTAINMENT SO THAT IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUT OPERATIONS OR CONTAINMENT AREA. 9.CREATE AND FOLLOW A WRITTEN DISPOSAL PLAN FOR ALL WASTE MATERIALS. INCLUDE IN THE PLAN HOW THE MATERIAL WILL BE DISPOSED OF AND THE LOCATION OF THE DISPOSAL SITE. SUBMIT PLAN TO THE ENGINEER. 10.USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT DISCHARGE OR PLACEMENT OF BITUMINOUS GRINDINGS, CUTTING, MILLINGS, AND OTHER BITUMINOUS WASTES FROM AREAS OF EXISTING OR FUTURE VEGETATED SOILS AND FROM ALL WATER CONVEYANCE SYSTEMS, INCLUDING INLETS, DITCHES AND CURB FLOW LINES. 11.USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT CONCRETE DUST, PARTICLES, CONCRETE WASH OUT, AND OTHER CONCRETE WASTES FROM LEAVING SITE, DEPOSITING IN EXISTING OR FUTURE VEGETATED AREAS, AND FROM ENTERING STORMWATER CONVEYANCE SYSTEMS, INCLUDING INLETS, DITCHES AND CURB FLOW LINES. USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT SAW CUT SLURRY AND PLANING WASTE FROM LEAVING SITE AND FROM ENTERING STORMWATER CONVEYANCE SYSTEMS INCLUDING DITCHES AND CULVERTS. RECORD RETENTION THE SWPPP, ALL CHANGES TO IT AND INSPECTION AND MAINTENANCE RECORDS MUST BE KEPT ON-SITE DURING CONSTRUCTION. THE OWNER MUST RETAIN A COPY OF THE SWPPP ALONG WITH THE FOLLOWING RECORDS FOR THREE (3) YEARS AFTER SUBMITTAL OF THE NOTICE OF TERMINATION (NOT). 1.ANY OTHER PERMITS REQUIRED FOR THE PROJECT. 2.RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION 3.ALL PERMANENT OPERATIONS AND MAINTENANCE AGREEMENT THAT HAVE BEEN IMPLEMENTED INCLUDING ALL RIGHT OF WAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUAL MAINTENANCE; AND 4.ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER MANAGEMENT SYSTEMS. SWPPP SCHEDULE OF INSTALLATION & MAINTENANCE DESCRIPTION OF PERMANENT STORMWATER TREATMENT SYSTEMS UNDERGROUND STORMWATER CHAMBER SYSTEM FOR RUNOFF RATE CONTROL ESTIMATED BMPS QUANTITIES STORM WATER POLLUTION PREVENTION PLAN NARRATIVE - PAGE 2 OR 2 ITEM INSTALLATION INSPECTION & MAINTENANCE REMOVAL SILT FENCE PRIOR TO COMMENCEMENT OF EARTHWORK OPERATIONS. INSPECT & MAINT. AFTER EACH RUN-OFF EVENT. REMOVE SEDIMENTS AS REQUIRED. AFTER TRIBUTARY DRAINAGE AREA IS RESTORED. ROCK CONST. ENTRANCE PRIOR TO COMMENCEMENT OF EARTHWORK OPERATIONS. INSPECT REGULARLY. MAINTAIN AS NEEDED.PRIOR TO PAVING. OUTLET SKIMMER STRUCTURE AFTER POND GRADING IS COMPLETED. INSPECT REGULARLY. MAINTAIN AS NEEDED.PERMANENT. RIP-RAP & FILTER UPON COMPLETION OF POND GRADING, CONC. SWALE CONST. AND OUTLET INSTALLATION. INSPECT & MAINTAIN AT LEAST ANNUALLY AND AFTER HEAVY RAINFALL EVENT. PERMANENT. DETENTION POND DURING EARTHWORK OPERATIONS. AFTER HEAVY RAINFALL EVENTS. REMOVE SEDIMENTS AS NEEDED.PERMANENT. SEED & MULCH AFTER POND GRADING IS COMPLETED. INSPECT & MAINTAIN AFTER HEAVY RAINS. REPLACE WASH-OUT AREAS IMMEDIATELY NO REMOVAL NECESSARY. INLET PROTECTION UPON INLET CONSTRUCTING WHEN 1/3 CAPACITY OF BMP IS REACHED AFTER TRIBUTARY AREAS ARE FULLY RESTORED BMP ORIGINAL ESTIMATE MODIFICATION DATE ENERGY DISSIPATER TEMP. DIVERSION DIKES CHECK DAMS TEMP SEEDING PERMANENT SEEDING PERMANENT SODDING MULCHES (SPECIFY TYPES) CAT 3 EROSION CONTROL BLANKET SOIL TACKIFIERS SILT FENCING EROSION CONTROL MATS STORM DRAIN INLET PROTECTION TEMPORARY OR PERMANENT SEDIMENTATION BASINS CONSTRUCTION ENTRANCE DEWATERING (TREATMENT LOCATION, SCHEMATIC, & SAMPLING PLAN REQUIRED CONCRETE TRUCK WASHOUT Minneapolis Bismarck ,©+(5(B<©&(57,)<©7+$7©7+,6©3/$1©63(&,),&$7,21 25©5(3257©:$6©35(3$5('©B<©M(©25©81'(5©M< ',5(&7©683(59,6,21©$1'©7+$7©,©$M©$©'8/< /,&(16('©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©81'(5©7+(©/$:6©2)©7+( 67$7(©2) www.htg-architects.com &23<5,*+7 ©©B<©+7*©$5&+,7(&76 3©5©2©-©(©&©7 ,668('©6(7 5(9,6,216 '$7(1. 5(*.©12.'$7( '5$:1©B<&+(&.('©B< ©Mainstreet©6Xite© +opkins©M1.© 7el.. SPIRE CREDIT UNION 1(:©B5$1&+©2)),&( ©:$<=$7$©B/9'. *2/'(1©9$//(<©M1© ©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©6(37(MB(5©© $5&+,7(&7 6(37(MB(5©© SWPPP PLAN 2 C11 ONE WAYENTERDO NOTO N EWA Y STOPSTOPSTOPEXITEXITDRIVEUPDRIVEUPDRIVEUPEXIT885 883884 881882883884884885 885 885885 884883882881882883 886 885 8855Black Hills Spruce6` HT. B&B4Balsam Fir6` HT. B&B2Ponderosa Pine6` HT. B&B1Sienna Glen Maple2 - 1/2" CAL. B&B63Gro-Low Fragrant Sumac5 GAL. CONT.2American Hophornbeam2 - 1/2" CAL. B&B1Amur Chokecherry2" CAL. B&B1Prairifire Crabapple1 - 1/2" CAL. B&B4Cool Splash Dwarf Honeysuckle5 GAL. CONT.10Cool Splash Dwarf Honeysuckle5 GAL. CONT.10Karl Foerster Feather Reed Grass2 GAL. CONT.7Gro-Low Fragrant Sumac5 GAL. CONT.4Hughes Creeping Juniper5 GAL. CONT.9Cool Splash Dwarf Honeysuckle5 GAL. CONT.23Prairie Dropseed1 GAL. CONT.1Prairifire Crabapple1 - 1/2" CAL. B&B17Anthony Waterer Spiraea5 GAL. CONT.13Karl Foerster Feather Reed Grass2 GAL. CONT.13Hughes Creeping Juniper5 GAL. CONT.15May Night Sage1 GAL. CONT.1Northern Acclaim Honey Locust2 - 1/2" CAL. B&B7Cool Splash Dwarf Honeysuckle5 GAL. CONT.36Coneflower1 GAL. CONT.16Black-eyed Susan1 GAL. CONT.11Black-eyed Susan1 GAL. CONT.15Little Lime Panicle Hydrangea5 GAL. CONT.2Prairifire Crabapple1 - 1/2" CAL. B&B11Karl Foerster Feather Reed Grass2 GAL. CONT.27Karl Foerster Feather Reed Grass2 GAL. CONT.16Karl Foerster Feather Reed Grass2 GAL. CONT.14Hughes Creeping Juniper5 GAL. CONT.10Karl Foerster Feather Reed Grass2 GAL. CONT.14Anthony Waterer Spiraea5 GAL. CONT.1Sienna Glen Maple2 - 1/2" CAL. B&B2Northen Red Oak2 - 1/2" CAL. B&B15May Night Sage1 GAL. CONT.9May Night Sage1 GAL. CONT.22Prairie Dropseed1 GAL. CONT.1Prairifire Crabapple1 - 1/2" CAL. B&B1Northern Acclaim Honey Locust2 - 1/2" CAL. B&B2Accolade Elm2 - 1/2" CAL. B&B2Amur Chokecherry2" CAL. B&BTREE REPLACEMENT SCHEDULEREPLACEMENT TREEQUANTITIES BY CATEGORYSIGNIFICANT TREE TYPE REMOVED"A" or"B" or"C"CONIFEROUS (4 - 18" DIA.)124CONIFEROUS (19 - 24" DIA.)248CONIFEROUS - LEGACY (24"+ DIA.)3612SOFTWOOD DECIDUOUS (12 - 24" DIA.)124SOFTWOOD DECIDUOUS (24" DIA.)248HARDWOOD DECIDUOUS (6 - 20" DIA.)124HARDWOOD DECIDUOUS (21 - 30" DIA.)248HARDWOOD DECIDUOUS - LEGACY (30"+ DIA.)3612REPLACEMENT TREE SIZESCONIFEROUSDECIDUOUSCATEGORY A12'+ HT.4"+ DIA.CATEGORY B6'+ HT.2-1/2"+ DIA.CATEGORY C4'+ HT.1-1/2"+ DIA.CONIFEROUS TREESQTYCOMMON / BOTANICAL NAMECONT.SIZE4BALSAM FIRB&B6` HT.ABIES BALSAMEA5BLACK HILLS SPRUCEB&B6` HT.PICEA GLAUCA DENSATA2PONDEROSA PINEB&B6` HT.PINUS PONDEROSADECIDUOUS TREESQTYCOMMON / BOTANICAL NAMECONT.SIZE2SIENNA GLEN MAPLEB&B2 - 1/2" CAL.ACER X FREEMANII 'SIENNA' TM2NORTHERN ACCLAIM HONEY LOCUSTB&B2 - 1/2" CAL.GLEDITSIA TRIACANTHOS INERMIS 'HARVE' TM2AMERICAN HOPHORNBEAMB&B2 - 1/2" CAL.OSTRYA VIRGINIANA2NORTHEN RED OAKB&B2 - 1/2" CAL.QUERCUS BOREALIS2ACCOLADE ELMB&B2 - 1/2" CAL.ULMUS X 'MORTON' TMORNAMENTAL TREESQTYCOMMON / BOTANICAL NAMECONT.SIZE5PRAIRIFIRE CRABAPPLEB&B1 - 1/2" CAL.MALUS X 'PRAIRIFIRE'3AMUR CHOKECHERRYB&B2" CAL.PRUNUS MAACKIIPLANT SCHEDULESHRUBSQTYCOMMON / BOTANICAL NAMECONTSIZE30COOL SPLASH DWARF HONEYSUCKLECONT.5 GAL.DIERVILLA SESSILIFOLIA 'LPDC PODARAS'15LITTLE LIME PANICLE HYDRANGEACONT.5 GAL.HYDRANGEA PANICULATA 'JANE' TM31HUGHES CREEPING JUNIPERCONT.5 GAL.JUNIPERUS HORIZONTALIS 'HUGHES'70GRO-LOW FRAGRANT SUMACCONT.5 GAL.RHUS AROMATICA 'GRO-LOW'31ANTHONY WATERER SPIRAEACONT.5 GAL.SPIRAEA X BUMALDA 'ANTHONY WATERER'PERENNIALSQTYCOMMON / BOTANICAL NAMECONTSIZE87KARL FOERSTER FEATHER REED GRASSCONT.2 GAL.CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'36CONEFLOWERCONT.1 GAL.ECHINACEA PURPUREA27BLACK-EYED SUSANCONT.1 GAL.RUDBECKIA HIRTA FULGIDA39MAY NIGHT SAGECONT.1 GAL.SALVIA X SYLVESTRIS 'MAY NIGHT'45PRAIRIE DROPSEEDCONT.1 GAL.SPOROBOLUS HETEROLEPISGOLDEN VALLEY MINIMUM LANDSCAPING REQUIREMENTSLANDSCAPING ORDINANCETREE CALCULATIONONE TREE PER 50 LINEAR FEETOF LOT PERIMETER.SHRUB CALCULATIONONE SHRUB OR PERENNIAL PERFIVE LINEAR FEET OF LOTPERIMETER.PROVIDEDLOT PERIMETER908TREES REQUIRED908LF / 50 = 19 TREES (18.2)29 TREES, 10 TOWARDSREPLACEMENT REQ'SSHRUBS REQUIRED908LF / 5 = 182 SHRUBS &PERENNIALS (181.6)264 SHRUBS & PERENNIALS@ MIN. SIZES (411 TOTAL)MinneapolisBismarck,©+(5(B<©&(57,)<©7+$7©7+,6©3/$1©63(&,),&$7,2125©5(3257©:$6©35(3$5('©B<©M(©25©81'(5©M<',5(&7©683(59,6,21©$1'©7+$7©,©$M©$©'8/</,&(16('©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©81'(5©7+(©/$:6©2)©7+(67$7(©2)www.htg-architects.com&23<5,*+7©©B<©+7*©$5&+,7(&763©5©2©-©(©&©7,668('©6(75(9,6,216'$7(1.5(*.©12.'$7('5$:1©B<&+(&.('©B<©Mainstreet©6Xite©+opkins©M1.©7el..SPIRECREDIT UNION1(:©B5$1&+©2)),&(©:$<=$7$©B/9'.*2/'(1©9$//(<©M1©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©6(37(MB(5©©(1*,1((5M,11(627$6(37(MB(5©©020'40'NPLANTING PLAN LEGENDPROPERTY LIMITSPROPOSED LOT CHANGEEASEMENTS OR SETBACKSNEW SOD W/ IRRIGATION3" DEEP WASHED RIVERROCK MULCH3" DEEP SHREDDEDHARDWOOD MULCHBLACK VINYL POLY EDGERLANDSCAPE PLANL1211112221TREE REPLACEMENT LEGENDTREE REMOVEDSIGNIFICANT TREE REMOVEDABCDEFGHAGDD2TREE REMOVAL AND REPLACEMENT PLANSCALE: 1" = 40'1LANDSCAPE PLANSCALE: 1" = 20'OUTLOT:DEVELOPMENTBY OTHERSOUTLOT:DEMOLITIONBY OTHERS33213333,©+(5(B<©&(57,)<©7+$7©7+,6©3/$1©63(&,),&$7,2125©5(3257©:$6©35(3$5('©B<©M(©25©81'(5©M<',5(&7©683(59,6,21©$1'©7+$7©,©$M©$©'8/</,&(16('©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©81'(5©7+(/$:6©2)©7+(©67$7(©2)5(*.©12.'$7(/$1'6&$3(©$5&+,7(&7M,11(627$6(37(MB(5©© MinneapolisBismarck,©+(5(B<©&(57,)<©7+$7©7+,6©3/$1©63(&,),&$7,2125©5(3257©:$6©35(3$5('©B<©M(©25©81'(5©M<',5(&7©683(59,6,21©$1'©7+$7©,©$M©$©'8/</,&(16('©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©81'(5©7+(©/$:6©2)©7+(67$7(©2)www.htg-architects.com&23<5,*+7©©B<©+7*©$5&+,7(&763©5©2©-©(©&©7,668('©6(75(9,6,216'$7(1.5(*.©12.'$7('5$:1©B<&+(&.('©B<©Mainstreet©6Xite©+opkins©M1.©7el..SPIRECREDIT UNION1(:©B5$1&+©2)),&(©:$<=$7$©B/9'.*2/'(1©9$//(<©M1©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©6(37(MB(5©©(1*,1((5M,11(627$6(37(MB(5©©L2SCALE:5EVERGREEN TREE PLANTING (TYP.)N.T.S.1.LANDSCAPE CONTRACTOR SHALL VISIT SITEPRIOR TO SUBMITTING BID TO BECOMECOMPLETELY FAMILIAR WITH SITE CONDITIONS.2.NO PLANTING WILL BE INSTALLED UNTIL ALLGRADING AND CONSTRUCTION HAS BEENCOMPLETED IN IMMEDIATE AREA.3.IT IS THE RESPONSIBILITY OF THE OWNER &CONTRACTOR TO IDENTIFY ALL UNDERGROUNDCABLES, CONDUITS, WIRES, ETC., ON THEPROPERTY.4.THE CONTRACTOR IS RESPONSIBLE FORCOMPLETE MAINTENANCE OF THE PLANTMATERIAL (WATERING, SPRAYING, FERTILIZING,MOWING, ETC.) UNTIL THE WORK HAS BEENACCEPTED, BY THE OWNER.5.IF THERE IS A DISCREPANCY BETWEEN THENUMBER OF PLANTS SHOWN ON THE PLAN ANDTHE NUMBER OF PLANTS SHOWN IN THE PLANTSCHEDULE, THE NUMBER OF PLANTS SHOWN ONTHE PLAN WILL TAKE PRECEDENCE.6.ALL CONTAINER MATERIAL TO BE GROWN INCONTAINER A MINIMUM OF 6 MONTHS.7.ALL MATERIAL SHALL COMPLY WITH THE LATESTEDITION OF THE AMERICAN STANDARD FORNURSERY STOCK, AMERICAN ASSOCIATION OFNURSERYMEN.8.REPAIR ALL DAMAGE TO PROPERTY FROMPLANTING OPERATIONS AT NO COST TO THEOWNER.9.GUARANTEE NEW PLANT MATERIAL THROUGHONE CALENDAR YEAR. DECIDUOUS TREES WILLBE GUARANTEED FOR TWO CALENDAR YEARSFROM TIME OF PROVISIONAL ACCEPTANCE.10.ALL PROPOSED PLANTS SHALL BE LOCATEDCAREFULLY AS SHOWN ON THE PLANS ANDSHALL BE APPROVED BY OWNERSREPRESENTATIVE BEFORE THEY ARE INSTALLED.11.CONTRACTOR CAN SUBSTITUTE MACHINEMOVED MATERIAL USING APPROPRIATE SIZETREE SPADE FOR B & B WITH OWNERSREPRESENTATIVE APPROVAL.12.LANDSCAPE CONTRACTOR SHALL ENSURE THATNEW TREES MOVED ONTO THE SITE ARE DUGFROM SIMILAR SITES WITH SIMILAR SOILS TO THESOILS OF THIS PROJECT (HEAVY TO HEAVY,LIGHT TO LIGHT. HEAVY TO LIGHT SOILS).13.LANDSCAPE CONTRACTOR IS REQUIRED TOPROVIDE OWNER WITH MAINTENANCEINFORMATION DURING GUARANTEE PERIODRELATING TO WATERING, FEEDING, PRUNING,PEST CONTROL, AND RELATED ITEMS. THIS WILLBE PREPARED AND DELIVERED TO OWNERAFTER PROVISIONAL INSPECTION APPROVAL HASBEEN GIVEN BY OWNERS REPRESENTATIVE.14.BREATHABLE SYNTHETIC FABRIC TREE WRAP:WHITE IN COLOR, IN 3 INCH WIDE ROLLS.MATERIAL SHALL BE SPECIFICALLYMANUFACTURED FOR TREE WRAPPING. TREEWRAP SHALL BE SECURED TO THE TRUNK USINGBIO-DEGRADABLE TAPE SUITABLE FOR NURSERYUSE AND WHICH IS EXPECTED TO DEGRADE INSUNLIGHT IN LESS THAN 2 YEARS AFTERINSTALLATION. WRAP ALL TREES, EXCEPTHACKBERRY TREE SHALL BE PROTECTED PRIORTO 12/1.15.POLY EDGER UNLESS SPECIFIED OTHERWISE,SHALL BE BLACK VINYL STYLE EDGER.16.LANDSCAPE FABRIC (FILTER MAT) TO HAVE ACOMBINED WEIGHT OF 4.5-5.5 OZ. PER S.Y.FABRIC SHOULD BE U.V. STABILIZED AND HAVE AFIVE YEAR MINIMUM WEATHERABILITY FACTOR INFULL SUNLIGHT. FABRIC TO BE PHILLIPS DUON ROR EQUIVALENT. SAMPLE REQUIRED FORAPPROVAL.17.ALL PLANTING AREAS SPECIFIED AS ROCK MUCHSHALL BE 1-1/2" RIVER ROCK MULCH ON SITEAND SHALL BE INSTALLED OVER LANDSCAPEDFABRIC AS INDICATED ON THE PANS & DETAILS.18.ALL TREES PLANTED INDEPENDENTLY OFSPECIFIED BEDS SHALL RECEIVE 3" DEEPSHREDDED HARDWOOD MULCH WITHOUTFABRIC.19.ALL PLANTINGS SHALL RECEIVE FERTILIZER ANDAPPLIED AT THE RATE INDICATED BY THEMANUFACTURER. FERTILIZER SHALL BEGENERAL PURPOSE 10-10-10.20.DECIDUOUS SHRUBS SHALL HAVE MINIMUM OFFIVE (5) CANES AT SPECIFIED HEIGHT NOTED INPLANT SCHEDULE.21.IF THE CONTRACTOR FEELS AN ERROR HASBEEN MADE REGARDING SPACING ORHARDINESS OF A SPECIES OF PLANT MATERIALINDICATED ON THE PLAN, NOTIFY THELANDSCAPE ARCHITECT PRIOR TO THEINSTALLATION OF PLANT MATERIAL.22.ALL NEWLY INSTALLED PLANT MATERIAL SHALLBE PLANTED IN WELL-DRAINED AREAS.CONTRACTOR SHALL AVOID INSTALLING ANYPLANT MATERIAL IN DRAINAGE SWALES OR WET& POORLY DRAINED AREAS.23.THE CONTRACTOR WILL BE RESPONSIBLE FORTHE REMOVAL OF ALL TREE STAKES, GUYS,STRAPS AND TRUNK PROTECTION MEASURESFOLLOWING THE COMPLETION OF THEWARRANTEE PERIOD OR AS DIRECTED BY THEOWNER.24.THE PRACTICE OF STAKING SHOULD NOT ALLOWNAILS, SCREWS, WIRES, ETC. TO PENETRATETHE OUTER SURFACE OF THE TREES.25.THE CONTRACTOR SHALL MEET WITH THEOWNER ON SITE WHEN THEY FEEL THE PROJECTIS COMPLETE ACCORDING TO THE CONTRACTDOCUMENTS. IF ALL WORK IS SATISFACTORYAND COMPLETE ACCORDING TO THECONDITIONS OF THE CONTRACT DOCUMENTS,THEN THE OWNER MUST DECLARE THE PROJECTCOMPLETE. THIS DECLARATION WILLCONSTITUTE AS THE BEGINNING OF THEWARRANTEE PERIOD FOR ALL PLANT MATERIAL.THE OWNER SHALL PROVIDE A LETTER WITHSIGNATURE STATING THE DATE OFACCEPTANCE.1.LANDSCAPE CONTRACTOR SHALL ENSURETHAT NEW TREES MOVED ONTO THE SITE AREDUG FROM SIMILAR SITES WITH SIMILAR SOILSTO THE SOILS OF THIS PROJECT (HEAVY TOHEAVY, LIGHT TO LIGHT. HEAVY TO LIGHTSOILS). CONTRACTOR SHALL REVIEW SOILCONDITIONS/TYPES WITH OWNER/LANDSCAPEARCHITECT PRIOR TO INSTALLATION.2.ALL NEWLY INSTALLED PLANT MATERIAL SHALLBE PLANTED IN WELL-DRAINED AREAS. NOTIFYTHE LANDSCAPE ARCHITECT PRIOR TOINSTALLATION IF ANY PLANT MATERIAL ISLOCATED IN DRAINAGE SWALES OR WET &POORLY DRAINED AREAS.3.ALL PLANTINGS SHALL RECEIVE FERTILIZER ASFOLLOWS:3.1.SUMMER AND FALL PLANTING: 0-20-20GRANULAR (IN SAUCER AROUND PLANT ATTHE RATE OF 12 OZ. PER 2-3" CAL. TREE & 6OZ. PER SHRUB).3.2.SPRING PLANTING: 10-10-10 GRANULAR(APPLY ABOVE REFERENCED FERTILIZERAT A RATE OF 12 OZ. PER 1-1/2” CAL. TREEOR LARGER & 6 OZ. PER SHRUB &PERENNIAL.4.ALL PLANTINGS SHALL RECEIVE AN AMENDEDSOIL MIX CONSISTING OF THREE (3) PARTS:4.1.45% APPROVED TOPSOIL (ONE SITEPREFERRED)4.2.45% ORGANIC MATTER (TYPE 1 SPHAGNUMPEAT MOSS FINELY DIVIDED WITH A PH OF3.1 - 5.0.)4.3.10% SAND (FINE CLEAN MASONRY SAND)5.AREAS CONFINED TO A MASS PLANTING AREA(PLANTING BED) SHALL RECEIVE THE AMENDEDSOIL MIX AT MIN. 12" DEPTH THROUGHOUT THEPLANTING AREA. AMENDED SOIL MIX SHALL BEMIXED THOROUGHLY AND INSTALLED IN 6”LIFTS.6.AREAS TO RECEIVE SOD OR SEED SHALL HAVEA 6” MINIMUM DEPTH OF TOPSOIL. TOPSOILSHALL PROVIDE FERTILE, FRIABLE, NATURALLOAM, SURFACE SOIL, REASONABLY FREE OFSUBSOIL, CLAY CLUMPS, BRUSH WEEDS ANDOTHER LITTER, AND FREE OF ROOTS, STUMPS,STONE LARGER THAN 1” IN ANY DIMENSION,AND OTHER EXTRANEOUS OR TOXIC MATTERHARMFUL TO PLANT GROWTH.7.ALL AREAS SPECIFIED AS 'GENERAL LAWNSEED' TO BE SEEDED WITH PREMIUM SUNNYSEED MIX INCLUDING:7.1.20% RAVEN STAR KENTUCKY BLUEGRASS10% MIDNIGHT STAR KENTUCKYBLUEGRASS 15% WASHINGTON KENTUCKYBLUEGRASS 5% THERMAL BLUEBLUEGRASS 35% SPLENDID PERENNIALRYEGRASS 15% ZODIAC CHEWINGSFESCUE(SEED MIX AVAILABLE AT GERTENS1-651-450-1501). SEED SHALL BE APPLIEDAT A RATE OF 150 LBS./AC. WITH 2 TONSSHREDDED AND PUNCHED IN PLACESTRAW PER ACRE. HYDROSEEDING &MULCHING IS AND ACCEPTABLEALTERNATE.1.PRIOR TO CONSTRUCTION, VERIFY WITH THE GENERALCONTRACTOR AND ALL LOCAL UTILITY COMPANIES TOLOCATE EXACT LOCATIONS OF UNDERGROUNDUTILITIES.2.THE IRRIGATION SHALL BE DESIGN/BUILD SYSTEM BYTHE CONTRACTOR. THE LANDSCAPE CONTRACTORSHALL BE RESPONSIBLE FOR PROVIDING AN IRRIGATIONLAYOUT PLAN AND SPECIFICATIONS AS PART OF THESCOPE OF WORK WHEN BIDDING. THESE SHALL BEAPPROVED BY THE OWNER PRIOR TO ORDER AND/ORINSTALLATION.3.VALVE AND CIRCUITS SHALL BE SEPARATED BASED ONWATER USE, SO THAT TURF AREAS ARE WATEREDSEPARATELY FROM SHRUB AND GROUND COVER AREAS.IRRIGATION HEADS IN TURF AREAS SHALL BE VALVEDSPEARATELY FROM SHRUB AMD GROUND COVER AREAS.IT IS RECOMMENDED THAT FULL SUN AND SHADY AREASTO BE VALVED SEPARATELY AS WELL AS HIGH RUN-OFFAND LOW RUN-OFF AREAS TO BE VALVED SEPARATELY.4.CONFIRM LIMITS OF IRRIGATION, EXISTING AND FUTUREHARDSCAPE AND BUILDING LOCATIONS PRIOR TO THEDESIGN OF THE IRRIGATION SYSTEM.5.CONTRACTOR SHALL VERIFY WATER SOURCE LOCATIONAND PRESSURE AND SUPPLY A SYSTEM THAT PROVIDESFULL AND COMPLETE COVERAGE TO ALL AREAS TO BEIRRIGATED.6.SYSTEM SHOULD BE DESIGNED TO COMPLETE WATERSCHEDULES WITHIN 12-HOURS MAXIMUM.7.RAIN SENSORS AND OTHER WATER SAVINGTECHNOLOGIES SHALL BE INCLUDED WITHIN THEIRRIGATION DESIGN.8.PROVIDE THE OWNER WITH AN OPERATING SCHEDULETHAT WORKS WITH THE APPROVED LAYOUT PLAN ANDIDENTIFY ANY FIELD ADJUSTMENTS PRIOR TO PROJECTCOMPLETION.9.AVOID OVER-SPRAY ONTO ROADS, SIDEWALKS, SIGNSAND PARKING AREAS. SPRINKLER ARCS SHALL BEDETERMINED ON SITE BY THE IRRIGATION INSTALLER TOPROVIDE THE MAXIMUM COVERAGE POSSIBLE.CAREFULLY ADJUST THE ARCS AND RADIUS OF EACHSPRINKLER TO PROVIDE HEAD-TO-HEAD COVERAGE.10.WITHIN EXTREME SLOPED AREAS:10.1.INSTALL STATIONS SEPARATELY FOR TOP ANDBOTTOM OF SLOPED AREAS10.2.INSTALL LATERAL PIPES PARALLEL TO SLOPE10.3.IF SLOPE IS TOO EXTREME FOR MACHINERY,INSTALL LATERAL PIPES SAFELY AND TEE-FEEDINDIVIDUAL SPRINKLERS VIA DOWNHILL PIPINGPERPENDICULAR TO FEED LINE11.LOCATE VALVE BOXES AWAY FROM ROAD/CURB SOTHEY ARE LESS VISUAL WHERE APPLICABLE.12.DO NOT TRENCH THROUGH THE ROOT BALLS OF NEWPLANTINGS.13.MAINLINE PIPING BENEATH TRAFFIC AREAS SHALL BEINSTALLED WITH A MINIMUM EARTH COVER OF30-INCHES FROM BOTTOM OF ROAD SUB-GRADE ANDCONTAIN SLEEVES NOT LESS THAN TWO NOMINALDIMENSIONS GREATER THAT THE PIPE PASSINGTHROUGH.14.IRRIGATION INSTALLER SHALL FURNISH AND INSTALLSLEEVE MATERIAL UNDER ALL ROADWAYS, WALKS ANDDRIVEWAYS WHERE NECESSARY.15.TOP OF MAINLINES SHALL BE AT LEAST 30-INCHESBELOW GRADE IN TURF AREAS.16.TOP OF LATERAL LINES SHALL BE AT LEAST 18-INCHESBELOW GRADE.17.MAINLINE PRESSURE PIPE FITTINGS 3-INCHES ANDLARGER SHALL BE PUSH ON GASKET JOINED AND SHALLHAVE MECHANICAL JOINT RESTRAINTS. MAINLINEPRESSURE PIPE FITTINGS 2.5-INCHES AND SMALLERSHALL BE GLUED AND SHALL HAVE CONCRETE THRUSTBLOCKS AT FITTINGS THAT COMPRISE CHANGE INDIRECTION.18.OTHERS SHALL FURNISH, INSTALL AND BRING 24-INCHESABOVE GRADE A MUNICIPAL POTABLE STUB FORIRRGATION, COORDINATE WITH GENERAL CONTRACTOR.19.INSTALLER IS RESPONSIBLE FOR FURNISHING ANDINSTALLING THE BACKFLOW PREVENTOR, WATER METERAND BOOSTER PUMP, IF APPLICABLE.20.IRRIGATION CONTROL WIRE SHALL BE DIGITALTWO-WIRE, UL LISTED FOR DIRECT BURIAL.21.CONNECT ALL ELECTRICAL WIRING IN ACCORDANCEWITH THE NATIONAL ELECTRICAL CODE AND ALLAPPLICABLE LOCAL ELECTRIC UTILITY CODESINCLUDING:21.1.ALL LOW VOLTAGE IRRIGATION CONTROL WIRESHALL BE INSTALLED WITH THE MAINLINE PIPEWHERE POSSIBLE21.2.DO NOT LOOP THE LOW VOLTAGE IRRIGATIONCONTROL WIRE PATH.21.3.SNAKE WIRE AT BOTTOM OF TRENCH BENEATHMAINLINE.21.4.PROVIDE 18-INCH OF SLACK CONTROL WIRE AT ALLCHANGES IN DIRECTION.21.5.PROVIDE 24-INCH OF SLACK CONTROL WIRE AT EACHREMOTE CONTROL VALVE COILED INSIDE VALVEBOX.21.6.ALL WIRE SPLICES SHALL BE WATERTIGHTCONNECTORS AND CONTAINED IN VALVE BOX.21.7.ALL WIRING BENEATH HARDSCAPES SHALL BECONTAINED IN SLEEVING, SEPARATE FROM PIPING.ELECTRICAL SLEEVES ARE TO BE SIZEDAPPROPRIATELY FOR EASE OF WIRE INSTALLATIONAND REPAIR.21.8.ALL WIRING SHALL BE INDENTIFIED AT EACH END TOPROVIDE INDICATION AS TO WHICH LOCATION THEWIRE IS CONNECTED.21.9.GROUNDING PER MANUFACTURER'SRECOMMENDATION OR LOCAL ELECTRICAL CODE.22.SCHEDULE AND PROGRAM CONTROLLER AND VALVESFOR APPROPRIATE LANDSCAPE WATER REQUIREMENTS.GENERAL LANDSCAPE NOTESIRRIGATION NOTESGENERAL SODDING, SEEDING & TOPSOIL NOTESSCALE:1SHRUB BED SPACING (TYP.)N.T.S.SCALE:3DECIDUOUS SHRUB PLANTING (TYP.)N.T.S.MIN.6"3' MIN. TO PAVEDSURFACESPLANTING SOIL3" DEPTH MULCHPAVED SURFACE,OR LAWNUNDISTURBED ORCOMPACTED SOILSCALE:2EVERGREEN SHRUB PLANTING (TYP.)N.T.S.SCALE:4DECIDUOUS TREE PLANTING (TYP.)N.T.S.NOTE:- KEEP MULCH APPX. 2" OFF PLANT TRUNK OR STEM- SEE PLANT SCHEDULE FOR EACH PLANT'S APPROPRIATE O.C. SPACINGO.C.SPACING0.C.SPACING EDGE OFGROUNDCOVERAREA/WALK EDGEDISTANCE FROM EDGEIS 12 THE SPECIFIEDO.C. SPACINGTRIANGULAR SPACE,AT SPECIFIED O.C.DISTANCE -EQUIDISTANTPLANT CENTERMULCHROOTBALLPLANTING SOILNATIVE SOILMIN.6"LAWN SURFACEUNDISTURBED OR COMPACTED SOILPLANTING SOILLINE OF PLANTING PIT WHEN PLANTEDINDIVIDUALLYUNDISTURBED OR COMPACTED SOIL3" DEPTH MULCHPAVED SURFACE, IF APPLICABLENOTE:-3" DP. SHREDDED HARDWOOD MULCHSHALL BE USED IN ALL LANDSCAPEPLANTINGS AREAS AND UNDER TREESISOLATED FROM PLANTING AREAS UNLESSIDENTIFIED OTHERWISE.3xROOTBALL2"12"-18"CENTER TREE IN HOLE, UPRIGHTSINGLE STRAIGHT LEADERTREE TIE SECURED TO STAKE. SECURETO TREE WITH ANTI-CHAFFING MATERIAL.ALLOW FOR MOVEMENT OF TREE.WRAP TREE WITH TREE WRAPPINGMATERIAL AS SPECIFIED TO 1STBRANCHLAWN OR PLANTING BED EDGE(SPADE EDGE IN ALL LAWN AREAS)6" MIN. DIA. EARTH SAUCER(2) TREE STAKES DRIVEN A MIN. 2'BELOW GRADE (NW & SW)3" DEPTH MULCH3" HEIGHT TAMPED WATER BASINAT EDGE OF EARTH SAUCERFINISHED GRADEREMOVE BURLAP, TWINE,ROPE AND WIRE FROM TOPHALF OF ROOTBALLPLANTING SOILMOUND MIN. 6"UNDISTURBED ORCOMPACTED SOILAFTER EXPOSINGTREE ROOT FLAIR,PLANT SO ROOTFLAIR IS AT 2"ABOVE ADJACENTFINISH GRADE3X ROOTBALLLANDSCAPE NOTES& DETAILS,©+(5(B<©&(57,)<©7+$7©7+,6©3/$1©63(&,),&$7,2125©5(3257©:$6©35(3$5('©B<©M(©25©81'(5©M<',5(&7©683(59,6,21©$1'©7+$7©,©$M©$©'8/</,&(16('©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©81'(5©7+(/$:6©2)©7+(©67$7(©2)5(*.©12.'$7(/$1'6&$3(©$5&+,7(&7M,11(627$6(37(MB(5©© PROJECT #: 211131 DATE: September 24, 2021 HTG htg-architects.com 1010 Mainstreet, Suite 100, Hopkins, MN 55343 952 .278 .8880 Minneapolis | Bismarck Serve | Listen | Learn | Energize | Invest CUP Narrative To: City of Golden Valley - Planning Commission From: HTG Architects RE: Spire Credit Union - CUP Application The CUP application requests that the application addresses the following items that are listed within the City of Golden Valley’s Land Development section of the Code of Ordinances. 1. Demonstrated need for the proposed use. 2. Consistency with the Comprehensive Plan of the City. 3. Effect upon property values in the neighboring area. 4. Effect of any anticipated traffic generation upon the current traffic flow and congestion in the area. 5. Effect of any increases in population and density upon surrounding land uses. 6. Compliance with the City's Mixed-Income Housing Policy (if applicable to the proposed use). 7. Increase in noise levels to be caused by the proposed use. 8. Any odors, dust, smoke, gas, or vibration to be caused by the proposed use. 9. Any increase in pests, including flies, rats, or other animals or vermin in the area to be caused by the proposed use. 10. Visual appearance of any proposed structure or use. 11. Any other effect upon the general public health, safety, and welfare of the City and its residents. Spire Credit is proposing construction a new branch office to provide easier access to their members in the City of Golden Valley and surrounding communities in the West Metro. Currently the closest branch in Hopkins was acquired by the Credit Union in a merger and lacks the size, parking, staff, drive-through and other features than their members have access to at other branches. The proposed project would represent a large investment in the City of Golden Valley as well as provide an employment benefit to the local community. The proposed new branch would be a major improvement to the site in many ways, but a few key areas that will have an immediate effect on the surrounding area: The project will not only replace an unoccupied and outdated building but will provide a modern building that is in line with the City’s vision for materials and design set forth in the City’s Architectural and Materials Standards. The proposed building will be designed using Spire Credit Union’s latest prototype design. It is an exciting and visually appealing building that will fit well into the local community. It utilizes premium exterior and interior finishes, varied roof heights and intriguing façade design. Renderings and elevations have been included with the package to help illustrate the proposed building design. The project is environmentally friendly: there will not only be a reduction in impervious surface, but also a significant increase in green space and landscaping. The site design will also incorporate all the latest advances in stormwater management and minimal design impact standards (MIDS). The new building will be built not only to comply but exceed current energy codes and will utilize environmentally friendly materials and construction methods where possible. The redesigned site has been developed in coordination with both the planning and engineering departments at the City to help address substandard traffic patterns and circulation with the current site layout and design. P a g e 2 HTG htg-architects.com 9300 Hennepin Town Road, Minneapolis, MN 55347 952 .278 .8880 Minneapolis | Bismarck | Tampa Serve | Listen | Learn | Energize | Invest The credit union branches, while not a major traffic generator as they were in the past, will have complimentary peak use to the adjacent restaurant, JJ’s Clubhouse. While not finalized, Spire’s typical hours of operation are Monday – Thursday 9a-5p; Friday 9a-6p; Saturday 9a-12p. Employee counts have not been finalized, but typical employment would be between 9-11 employees depending on time of day and staffing needs. As part of their commitment to the community, Spire attempts to hire employees from the local area if possible. This project will not have any effect on the following items that the narrative is asked to address: o There will be no change to population and density upon surrounding land uses resulting from the project. o There will be no increase in noise, odors, smoke, gas, vibration, or increase in pests resulting from the project. o There will not be a reduction in public safety, health or welfare resulting from the project. 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 7:00 by Chair Pockl. Roll Call Commissioners in person: Adam Brookins, Sophia Ginis, Andy Johnson, Lauren Pockl, Mike Ruby Commissioners absent: Rich Baker, Chuck Segelbaum Staff present: Myles Campbell – Planner Council Liaison present: Gillian Rosenquist 2. Approval of Agenda Chair Pockl asked for a motion to approve the agenda. MOTION made by Commissioner Brookins, seconded by Commissioner Ruby, to approve the agenda of October 25, 2021. Motion carried. 3. Approval of Minutes Chair Pockl asked for a motion to approve the minutes from October 11, 2021. MOTION made by Commissioner Brookins, seconded by Commissioner Johnson. Motion carried. 4. Informal Public Hearings – Consideration of Preliminary Plat, Conditional Use Permit No. 171 Address: 6440 Wayzata Boulevard Applicant: Spire Credit Union Myles Campbell, City Planner, gave a summary of the property location, it’s zoned Commercial, and the CUP proposed for it to be a financial institution with a drive‐through. The current building on site is vacant and was otherwise used as overflow parking for the restaurant to the east. The site is mostly impervious surface and there is no significant topography or landscaping. Campbell displayed images of the existing site and the proposed site with details on the south lot redesign. He went on to discuss the subdivision proposal, factors, and reviewed the area/dimension requirements. Campbell discussed staff notes from the Engineering; the Fire Department did not have concerns with the subdivision. October 25, 2021 – 7 pm City of Golden Valley Planning Commission Regular Meeting October 25, 2021, 2021 – 7 pm 2 Staff recommends approval of the proposed minor subdivision of 6440 Wayzata Boulevard, subject to the following conditions: 1. The City Attorney will determine if a title review is necessary prior to approval of the final plat. 2. Easement agreements for utilities and shared private access shall be recorded prior to release of the final plat. Campbell, Planner, discussed the second portion of this request – the South Lot CUP.  New 5,050 sq. ft. financial facility  New parcel would be 49,652 sq. ft.  New stormwater management system  Increased pervious surface and landscaping o Decrease in existing impervious by ~8,100 sq. ft.  3 lanes of drive‐through windows o Bypass lane to the north of drive‐through  31 parking spaces, 2 are handicap accessible o 7 spaces on the south end of the property would require separate variance approval due to encroaching on the front setback The initial and revised designs were reviewed and staff added more details about parking and circulation, trees and landscaping, and expected operations. Staff reviewed comments by Engineering and the Fire Department. Recommendation Staff recommends approval of Conditional Use Permit No. 171 allowing a drive‐through financial institution at 6440 Wayzata Boulevard. This approval shall be subject to the following conditions: 1. The plans by submitted by HTG Architects on September 24, 2021, shall become a part of this approval. 2. The recommendations of the Golden Valley Fire Chief shall be incorporated into the site and building plans for permitting. 3. A snow storage management plan shall be submitted with building permit materials. 4. A minimum of 4 bicycle parking spaces shall be provided on building permit site plans. Campbell answered a few clarifying questions from Commissioners on the lot and proposed drive through. Commissioner Johnson asked a number of questions specific to the parking lot, traffic, and process of approving the CUP prior to a potential variance approval at the BZA meeting the following day. Staff and Commissioners continued to discuss both lots in the subdivision and more details on the BZA meeting the following day. City of Golden Valley Planning Commission Regular Meeting October 25, 2021, 2021 – 7 pm 3 Chair Pockl invited the applicant to present. Pat McCann, Applicant, reviewed their process thus far with purchase of the lot and planning forward with this space. Commissioner Johnson asked the applicant about parking in the south and north lot. The applicant responded that their parking space request is based on data from previous locations and activity. He added that for safety reasons, they want staff to have parking access within very close proximity to the building. The applicant went on to discuss parking lot grading, spaces, traffic, and separation between the neighbors and the south lot. Commissioner Ginis and the applicant discussed details on lot specifics as it relates to parking and employee safety. Commissioners and the applicant went on to discuss parking, the drive through, and the future variance request. Chair Pockl asked if there was an agreement in place with the neighbor for the shared driveway. The Applicant stated there will be but it will be navigated after plans are approved and they know the status of the variance request. Commissioners and the applicant went on to discuss the drive‐up windows, driveway, signage, vehicle/pedestrian traffic, and operations. Chair Pockl opened the public hearing at 8:03pm. There were no residents present for comment nor were there callers. Chair Pockl closed the public hearing at 8:07pm Chair Pockl opened the discussion for the sub‐division and reminded Commissioners that if all the regulations are met, the group must recommend approval. Commissioner Brookins asked if any parts of the subdivision needed to be noted as a condition to the lot or its access. Staff responded that both lots have access to the street and utilities without condition. Brookins asked on curb cut limitations, staff stated there are no restrictions on curb cuts. MOTION made by Commissioner Brookins, seconded by Commissioner Ruby, to recommend approval of the proposed minor subdivision of 6440 Wayzata Boulevard, subject to listed conditions. Motion passed unanimously. Chair Pockl opened the discussion for the conditional use permit. Staff clarified that the CUP is related to allowing the use of the drive through, not parking or spaces. Commissioner Johnson asked if the lot plan was the best option. Staff responded that it’s an efficient solution and referenced Engineering comments that there are no safety concerns. Commissioners discussed satisfaction in safety and standards being met. MOTION made by Chair Pockl, seconded by Commissioner Ginis, to recommend approval of Conditional Use Permit No. 171 allowing a drive‐through financial institution at 6440 Wayzata Boulevard, subject to the listed conditions. Motion passed unanimously. City of Golden Valley Planning Commission Regular Meeting October 25, 2021, 2021 – 7 pm 4 5. Informal Public Hearings – Future Land Use Map Amendment, Zoning Map Amendment, Consideration of Preliminary Plat Address: 6300 Olson Memorial Highway Applicant: United Properties Jason Zimmerman, Planning Manager, articulated that there was one hearing but three separate items requiring three votes from Commissioners. Zimmerman described the lot and displayed a map and the zoning map while giving a background on the site, which has been vacant since 2016. The 2030 Comp Plan re‐guided the site for Office but zoning was not modified until 2020. The site is 28 acres with a 340,000 sq ft office building, wetland/wooded area in the NE corner, and over 1,300 parking spaces. United Properties would like to redevelop the site for a new Golden Valley business center. The two existing buildings would be demoed and two new buildings would be constructed. The land use would need to change from Office to Light Industrial, zoning would need to change, and stormwater would need to be addressed along the north property line. Staff displayed images from a few other examples of sites United has developed and a rendering of the potential building for this site. 1. The fist consideration is the Future Land Use Amendment and there are no specific standards within the City Code to evaluate. Zimmerman described the land use descriptions, impacts to the character of the area, and comprehensive plan consistency. 2. The second consideration is the zoning map amendment, and as before, there are no specific standards within the city code to evaluate. Zimmerman described the purposes of zoning districts, listed the permitted/conditional uses for current and proposed zoning, and compatibility with surrounding uses. Zimmerman went on to discuss the subdivision and transportation improvements. Recommendations Future Land Use Amendment:  Staff recommends approval of the requested amendment to the Future Land Use Map, changing the guided land use from Office to Light Industrial Zoning Map Amendment:  Based on the findings above, staff recommends approval of the requested amendment to the Zoning Map, changing the zoning designation from Office to Light Industrial Subdivision:  Based on the factors of evaluation, staff recommends approval of the proposed preliminary plat for the Golden Valley Business Center, subject to the following conditions: 1. The applicant shall work with staff to dedicate land through the site sufficient to provide right‐of‐way for a future public road. 2. The applicant shall include on the final plat the dedication of all drainage and utility easements deemed necessary to meet City Code requirements (including floodplain and wetland areas). City of Golden Valley Planning Commission Regular Meeting October 25, 2021, 2021 – 7 pm 5 3. Any comments from the Minnesota Department of Transportation or Hennepin County shall be incorporated into the final plat. 4. A park dedication fee of $519,180 (or 6% of the land value) shall be paid prior to the release of the final plat. 5. The City Attorney will determine if a title review is necessary prior to approval of the final plat. Commissioner Ginis asked staff if there had been conversations with the applicant about curb appeal and access; and staff affirmed. In addition, the location is a main intersection and thus gateway to the City, conversations have occurred with the architects to ensure attention to façade is prioritized. Commissioners and staff discussed the wetlands on the site, the road around the site, traffic, zoning designation options, and the road right‐of‐way that the applicant and Country club don’t want. Chair Pockl invited the applicant to present. Connor McCarthy, United Properties Developer ‐ Applicant, gave a brief presentation on the site, its location, and background. The applicant discussed office uncertainty, the current zoning of this site, and prediction of use based on a rezoning to light industrial. Commissioner Ginis asked the applicant how they’re thinking about alternative transportation for their site plan. The applicant stated they are looking to offer bike parking and sidewalks to create safe access for alternative modes. The site plan is just entering the phase where the details of those items are being developed. Commissioner Ruby asked the applicant to expand on plans for the wetlands. Tom Lincoln, Civil Engineer ‐ Kimley Horn, said they conducted a wetland delineation with Golden Valley staff. There is a technical evaluation panel and the group is in the process of creating a mitigation plan. The area was a wetland, became a stormwater collection area in the 1960’s, then evolved into a larger wetland. It’s currently considered a regulated wetland under the Wetland Conservation Act. Mitigation was considered onsite but neither the soil nor space would allow for stormwater management. The proposal is to mitigate offsite but develop a filtration system to replicate the native possibilities of the existing wetland. Chair Pockl opened the public hearing at 9:03pm. There were no residents present for comment nor were there callers. Chair Pockl closed the public hearing at 9:06pm Chair Pockl opened the discussion on the requested amendment to the Future Land Use Map. Commissioner Brookins stated that he thinks Mixed Use – Employment would be better suited. Commissioner Johnson seconded this statement. Staff discussed this option as a lot of intended trucking and delivery uses may not fit in that use. Commissioners continued this conversation on making the site marketable for the present and future and discussed with staff the difference in zonings. Commissioners discussed this zoning with the applicant and the applicant has a strict purchase agreement with the seller and due to that they may not have an extended timeline to discuss this zoning possibility. Staff added the proposal presented also will not meet the requirements of Mixed Use – Employment. City of Golden Valley Planning Commission Regular Meeting October 25, 2021, 2021 – 7 pm 6 MOTION made by Chair Pockl, seconded by Commissioner Ruby, to recommend approval of the requested amendment to the Future Land Use Map, changing the guided land use from Office to Light Industrial. Aye: Ginis, Pockl, Ruby Nay: Brookins, Johnson Motion Passes 3‐2 MOTION made by Commissioner Pockl, seconded by Commissioner Ruby, to recommend approval of the requested amendment to the Zoning Map, changing the zoning designation from Office to Light Industrial. Aye: Ginis, Pockl, Ruby Nay: Brookins, Johnson Motion Passes 3‐2 Commissioners discussed the right of way, roads, the luce trail, and the north/south connection. MOTION made by Commissioner Brookins, seconded by Commissioner Ruby, to recommend approval of the proposed preliminary plat for the Golden Valley Business Center, subject to the listed conditions. Motion passed unanimously. Chair Pockl closed the discussion, and ended the televised portion of the meeting at 9:41pm. 6.Council Liaison Report Council Member Rosenquist updated the Commissioners on Home Energy Audits/light bulb kits being offered via the Physical Development Department. She praised the Commission for its work and noted that October is Community Planning Month. Rosenquist also reported on recent actions by the City Council, including an update form the Historical Society, a report by Hennepin County Sheriff Hutchinson, approval of a curbside organics program, and the receipt of the Downtown Study. 7.Other Business None. 8.Adjournment MOTION by Commissioner Ginis to adjourn, seconded by Commissioner Ruby, and approved unanimously. Meeting adjourned at 9:50 pm. ________________________________ Andy Johnson, Secretary ________________________________ Amie Kolesar, Planning Assistant ORDINANCE NO. 723 AN ORDINANCE AMENDING THE CITY CODE Approval of Conditional Use Permit Number 171 6440 Wayzata Boulevard HTG Architects, 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 6440 Wayzata Boulevard, thereby allowing for a Financial Institution with a Drive-through in a Commercial 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 16, 2021. 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. The City Attorney will determine if a title review is necessary prior to approval of the final plat. 2. Easement agreements for utilities and shared private access shall be recorded prior to release of the final plat. Section 2. The tracts of land affected by this ordinance are legally described as follows: Lot 1, Block 1, Spire Golden Valley, 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. Section 4. This ordinance shall take effect from and after its passage and publication as required by law. Adopted by the City Council this 16th day of November, 2021. _____________________________ Shepard M. Harris, Mayor ATTEST: _____________________________ Theresa Schyma, City Clerk Golden Valley City Council Meeting November 16, 2021 Agenda Item 4. B. 1. Public Hearing – Future Land Use Map Amendment for 6300 Olson Memorial Highway, Resolution No. 21-89 Prepared By Jason Zimmerman, Planning Manager Summary United Properties is proposing three planning actions to allow for the redevelopment of 6300 Olson Memorial Highway. They are requesting a change to the Future Land Use Map (from Office use to Light Industrial use), a change to the Zoning Map (from the Office Zoning District to the Light Industrial Zoning District), and a subdivision of the property to create two new lots (one north, one south). These changes would require that the existing building be demolished and would allow for the construction of two new office/warehouse buildings as part of a new business center. At its meeting on October 25, the Planning Commission voted (3-2) to recommend approval of the land use change. Background 6300 Olson Memorial Highway is more familiarly known as the Optum site (due to its most recent ownership by United Health) and before that the Pako site (the Pako Corporation was the first business to locate there in 1960). The 28-acre property contains a roughly 340,000 square foot office building constructed in 1958 and that has been sitting vacant since 2016. A more complete history of the site, the existing conditions, and the conversations with the applicant that led to the current proposal can be found in the attached staff memo to the Planning Commission. In order to accommodate the proposed R&D, light manufacturing, and warehouse uses, the guided land use and the zoning for the site would need to be changed to Light Industrial. The current Office designations are focused primarily on professional offices, medical and dental clinics, and financial institutions. Proposal The proposal for the site is to change the guided land use, change the zoning, and then proceed with a subdivision that would split the lot into two new lots (one north, one south). The large existing structure would be demolished and the parking area would be removed to make way for two new buildings. The wooded area in the northeast corner of the site, including the wetlands, would be reoriented and City Council Regular Meeting Executive Summary City of Golden Valley November 16, 2021 2 regraded to manage stormwater. The City will require land be dedicated through the middle of the site to accommodate a future public right-of-way to connect Douglas Drive and Country Club Drive. Consistent with the vision of the Douglas Drive Corridor Study, the proposed buildings would be pulled closer to Douglas Drive than the existing building, helping to create a more urban character along the recently reconstructed County road. The City’s architectural and material standards would be applied to the two new buildings. Draft Civil Site Development plans have been provided by the applicant and are attached, but staff emphasizes that the approvals that are being requested are related to the land use, the zoning, and the subdivision of the property, and that the City Council is not being asked to review or comment on the proposed site or landscaping plans. Required Process Support from the City Council for this proposal would also necessitate review and approval from the Metropolitan Council for the change in land use, requiring a delay in the final vote on the rezoning and the subdivision until the land use change was approved. Staff Review The City Code does not set specific standards for changing a future land use designation, and the City Council – with the input of the Planning Commission – has a great deal of latitude in deciding if the request is consistent with the overall direction and vision of the Comprehensive Plan. In making a determination, the City should take into account the land use descriptions outlined in the Comp Plan as well as any potential impacts on the character of the area. For reference, it is important to understand what both the existing and proposed land uses entail and the expectations placed on those land uses in the Comprehensive Plan. The 2040 Comp Plan has the following description of the Light Industrial land use: This category includes industrial uses less impactful than general industrial uses, such as packaging and processing, light assembly and manufacturing, offices and showrooms, and warehousing. This land use is located near industrial, commercial, and office uses and generates employment in the community. The Office land use is described as follows: This category includes offices for administrative, professional, and clerical services. This also includes medical or laboratory facilities where work is performed in a predominantly office setting. This land use is located near commercial, institutional, and high-density residential areas and generates employment in the community. As mentioned in the staff memo to the Planning Commission, the office market in the Twin Cities has softened considerably and the near-term prospects for recovery are uncertain given the flexibility offered by remote working that expanded greatly as a result of COVID-19. In contrast, there has been an increase in the demand for the flexibility provided in business center developments such as the one being proposed in locations that are close and convenient to Minneapolis and St. Paul. Having recently City Council Regular Meeting Executive Summary City of Golden Valley November 16, 2021 3 completed other, similar, projects, United Properties believes this location would be highly valued by prospective tenants. Given the “Employment Mixed Use” land use designation of the area directly across Douglas Drive to the east – which allows similar types of R&D and light manufacturing uses as well as commercial, office, and institutional uses – the proposed Light Industrial land use would not be out of character for the southern portion of Douglas Drive. Traffic One of the few technical aspects to the proposed land use change is the review of traffic and the number and manner of trips generated by a light industrial use as compared to an office use. An office use, such as the former business at this location, will tend to concentrate trips by employees during peak a.m. and p.m. periods, resulting in a higher level of congestion during morning and evening rush hours. Light industrial uses, such as manufacturing, R&D, and warehousing, have fewer employees per square foot in general. In addition, other trips associated with shipping and/or deliveries occur throughout the day (and evening) and are less likely to be concentrated during peak travel periods. When Douglas Drive was designed for reconstruction by Hennepin County, it was planned to accommodate the large number of employees working for Optum at that time. Therefore, staff has no concerns related to traffic flow or congestion on Douglas Drive or Olson Memorial Highway should this land use change be approved. Comprehensive Plan Consistency Finally, staff reviewed the goals and policies of the Comprehensive Plan to help determine if this proposed change in land use was following the intent of the City’s central guiding document. Based on the application materials, staff found the following goals and policies to support the reguiding and re-use of the site as a business center. Land Use • Goal 1: Create a Complete Community – Strive for a diverse and balanced community that contains a variety of residential areas, major employers, retail, service, institutions, and parks and open spaces. Objective 1.4 – Enhance employment centers. • Goal 3: Promote High Quality Development – Ensure new development meets high construction and visual quality standards and includes measures of sustainability. Objective 2 – Promote visual quality standards in design and material selection for new development. Objective 2.2 – Encourage visually attractive development in high-profile locations and long the city’s major corridors. • Goal 4: Prepare for Target Redevelopment – Use public and private redevelopment opportunities to advance the City’s Future Land Use Map and policies. Objective 1 – Redevelop parcels that are blighted, functionally obsolete, economically unsustainable, or incompatible with adjacent uses. City Council Regular Meeting Executive Summary City of Golden Valley November 16, 2021 4 Economic Competitiveness • Goal 3: Retain and Expand Existing Job Base – Work to accommodate the needs of existing businesses across industries and to support grown and expansion that is compatible with surrounding neighborhoods. Objective 2 – Preserve the city’s commercial/industrial base. • Goal 4: Strengthen Link Between Land Use and Economy – Examine how the city’s land us plan impacts and can support the larger economic vision by zoning for a variety of types of uses. Encourage high-quality redevelopment within targeted districts. Objective 2 – Encourage reinvestment and contemporary uses in existing properties. Objective 3 – Ensure redevelopment and reinvestment meet contemporary needs and standards, improve appearance, and result in increased value Discussion at Planning Commission The Planning Commission heard the future land use map amendment, zoning map amendment, and subdivision requests at its meeting on October 25. For both the land use and the zoning change, the Planning Commission voted 3-2 to recommend approval of the requests. Commissioners discussed if a more desirable use/zoning would be the City’s Employment Mixed Use designation – similar to the land on the east side of Douglas Drive. Staff and the applicant indicated that many of the site regulations associated with the Mixed Use zoning district would not be compatible with the proposed business center use and that the Light Industrial designation was viewed to be the most appropriate. Minutes from this meeting are attached to provide additional details on the discussion. Financial Or Budget Considerations None Recommended Action Motion to adopt Resolution No. 21-89, Amendment to the Future Land Use Map Designating the Property at 6300 Olson Memorial Highway as Light Industrial, and to authorize staff to forward the request to the Metropolitan Council for review. Supporting Documents • Memo to the Planning Commission dated October 25, 2021 (6 pages) • Planning Commission Minutes dated October 25, 2021 (3 pages) • Resolution No. 21-89, Amendment to the Future Land Use Map Designating the Property at 6300 Olson Memorial Highway as Light Industrial (1 page) • Future Land Use Map (1 page) • Project Narrative (7 pages) • Civil Site Development Plans (15 pages) • Tree Inventory Survey (1 page) • Landscape Plan (4 pages) 1 Date: October 25, 2021 To: Golden Valley Planning Commission From: Jason Zimmerman, Planning Manager Subject: Informal Public Hearing – Future Land Use Map Amendment for 6300 Olson Memorial Highway Property address: 6300 Olson Memorial Highway Applicant: United Properties Property owner: Golden Valley Investors, LLC Zoning District: Office Lot size: 28 acres Current use: Vacant office building Future land use: Office Adjacent uses: Golf course (west), Railroad (north), Commercial/Industrial (east), Montessori preschool and State Highway right‐of‐way (south) 2020 aerial photo (Hennepin County) 2 Summary of Request United Properties is proposing three planning actions to allow for the redevelopment of 6300 Olson Memorial Highway. They are requesting a change to the Future Land Use Map (from Office use to Light Industrial use), a change to the Zoning Map (from the Office Zoning District to the Light Industrial Zoning District), and a subdivision of the property to create two new lots (one north, one south). These changes would require that the existing building be demolished and would allow for the construction of two new office/warehouse buildings as part of a new business center. Background 6300 Olson Memorial Highway is more familiarly known as the Optum site (due to its most recent ownership by United Health) and before that the Pako site (the Pako Corporation was the first business to locate there in 1960). The 28 acre property contains a roughly 340,000 square foot office building constructed in 1958 and that has been sitting vacant since 2016. In 1958, the site was rezoned from Open Development to Industrial – a designation that allows for office uses as well as manufacturing. The City’s 2030 Comprehensive Plan reguided the property from Industrial to Office use, though the zoning designation was not changed to come into alignment until after the 2040 Comprehensive Plan was adopted in 2020. As the plan was being drafted, the building was already vacant. With a strong local economy and real estate market, it was hoped that a new office user might purchase, renovate, and occupy the site. As part of the discussion around the proposed Future Land Use Map, some Planning Commissioners expressed interest in guiding the site for Mixed Use. However, the City Council was concerned that introducing a new opportunity for commercial and residential development along Olson Memorial Highway would compete with evolving plans for a more active downtown and the site remained guided for Office use in the Comp Plan. It was expected that the southern stretch of Douglas Drive would remain an employment generator, as described in the Douglas Drive Corridor Study, and as it had been for decades. Over the past four to five years, staff have been approached by a handful of developers looking at potential options for the site. At least two tech/medical companies explored using the existing structure in some fashion, one developer inquired about using the site as a location for a charter school, and others have asked about the possibility of rezoning the property and dividing it into a more traditional suburban commercial and residential development, with fast food restaurants, a convenience store, and multifamily apartments. Staff has also been in close contact with the local realtor, representing the seller, and has toured the existing structure. The large footprint with specialized interior spaces has made reuse of the primarily one‐story building challenging. United Properties, in close coordination with the property owner, contacted staff mid‐year to discuss a concept for a new business center at this location. Given the downturn in the office market – one that showed signs of softening even before the complications caused by COVID‐19 – and the increasing demand for flexible R&D, light manufacturing, and warehousing space in the inner ring suburbs, they felt a modern business center use would be successful. The existing structure is not compatible with this vision, but with a cleared site there would be sufficient room for two large buildings with high ceilings, flexible floor plans, and good site maneuverability for trucking. Given the large number of office employees that used to occupy this location, the new 3 design of Douglas Drive would easily be able to account for the expected daily trips generated by this new use. Staff familiarized the developer with the vision of the Douglas Drive study from the early 2000s and emphasized the need for high quality building elevations as the Olson Memorial Highway and Douglas Drive intersection is a prominent “gateway” into the center of Golden Valley. In order to accommodate the proposed R&D, light manufacturing, and warehouse uses, the guided land use and the zoning for the site would need to be changed to Light Industrial. The current Office designations are focused primarily on professional offices, medical and dental clinics, and financial institutions. Existing Conditions The site is approximately 28 acres. A 14 foot wide trail easement is located on a portion of the property that faces Douglas Drive and accommodates the Luce Line Regional Trail. A large portion of the site is covered with surface parking, while a wooded area with a wetland is located in the northeast corner adjacent to both Douglas Drive and the Union Pacific railroad tracks. Three stand‐ alone generators sit adjacent to the wooded area. Primary access to the site is via a signalized driveway on Douglas Drive. Driveways off of Country Club Drive, to the south, provides access to a small secondary parking lot. The driving range for the Golden Valley Country Club is immediately to the west. The existing structure has a footprint of over 295,000 square feet with additional second story space closest to Olson Memorial Highway resulting in a total building area of approximately 304,000 square feet. The building is primarily constructed of tip‐up concrete panels with brick cladding, and contains office space and a specialized data center constructed to meet the needs of the previous tenant. The front door faces east, but the structure sits back a large distance from Douglas Drive (over 300 feet). Over 1,300 parking spaces are striped throughout the large surface parking lots that surround the building. Landscaping within the parking lot is minimal. The majority of the site drains via the surface to the wetland to the northeast. Sanitary sewer service is handled by a 12 inch main under Douglas Drive. Potable water is provided via service from Country Club Drive; a separate fire line loops around the site and ties in to water mains under Country Club Drive and Douglas Drive. Proposal The proposal for the site is to change the guided land use, change the zoning, and then proceed with a subdivision that would split the lot into two new lots (one north, one south). The large existing structure would be demolished and the parking area would be removed to make way for two new buildings. The wooded area in the northeast corner of the site, including the wetlands, would be reoriented and regraded to manage stormwater. The City will require land be dedicated through the middle of the site to accommodate a future public right‐of‐way to connect Douglas Drive and Country Club Drive. 4 Consistent with the vision of the Douglas Drive Corridor Study, the proposed buildings would be pulled closer to Douglas Drive than the existing building, helping to create a more urban character along the recently reconstructed County road. The City’s architectural and material standards would be applied to the two new buildings. Draft Civil Site Development plans have been provided by the applicant and are attached, but staff emphasizes that the approvals that are being requested are related to the land use, the zoning, and the subdivision of the property, and that the Planning Commission and City Council are not being asked to review or comment on the proposed site or landscaping plans. Required Process Support from the Planning Commission and City Council for this proposal would also necessitate review and approval from the Metropolitan Council for the change in land use, requiring a delay in the final vote on the rezoning and the subdivision until the land use change was approved. Staff Review The City Code does not set specific standards for changing a future land use designation, and the City Council – with the input of the Planning Commission – has a great deal of latitude in deciding if the request is consistent with the overall direction and vision of the Comprehensive Plan. In making a determination, the City should take into account the land use descriptions outlined in the Comp Plan as well as any potential impacts on the character of the area. For reference, it is important to understand what both the existing and proposed land uses entail and the expectations placed on those land uses in the Comprehensive Plan. The 2040 Comp Plan has the following description of the Light Industrial land use: This category includes industrial uses less impactful than general industrial uses, such as packaging and processing, light assembly and manufacturing, offices and showrooms, and warehousing. This land use is located near industrial, commercial, and office uses and generates employment in the community. The Office land use is described as follows: This category includes offices for administrative, professional, and clerical services. This also includes medical or laboratory facilities where work is performed in a predominantly office setting. This land use is located near commercial, institutional, and high‐density residential areas and generates employment in the community. As mentioned above, the office market in the Twin Cities has softened considerably and the near‐ term prospects for recovery are uncertain given the flexibility offered by remote working that expanded greatly as a result of COVID‐19. In contrast, there has been an increase in the demand for the flexibility provided in business center developments such as the one being proposed in locations that are close and convenient to Minneapolis and St. Paul. Having recently completed other, similar, projects, United Properties believes this location would be highly valued by prospective tenants. 5 Given the “Employment Mixed Use” land use designation of the area directly across Douglas Drive to the east – which allows similar types of R&D and light manufacturing uses as well as commercial, office, and institutional uses – the proposed Light Industrial land use would not be out of character for the southern portion of Douglas Drive. Traffic One of the few technical aspects to the proposed land use change is the review of traffic and the number and manner of trips generated by a light industrial use as compared to an office use. An office use, such as the former business at this location, will tend to concentrate trips by employees during peak a.m. and p.m. periods, resulting in a higher level of congestion during morning and evening rush hours. Light industrial uses, such as manufacturing, R&D, and warehousing, have fewer employees per square foot in general. In addition, other trips associated with shipping and/or deliveries occur throughout the day (and evening) and are less likely to be concentrated during peak travel periods. When Douglas Drive was designed for reconstruction by Hennepin County, it was planned to accommodate the large number of employees working for Optum at that time. Therefore, staff has no concerns related to traffic flow or congestion on Douglas Drive or Olson Memorial Highway should this land use change be approved. Comprehensive Plan Consistency Finally, staff reviewed the goals and policies of the Comprehensive Plan to help determine if this proposed change in land use was following the intent of the City’s central guiding document. Based on the application materials, staff found the following goals and policies to support the reguiding and re‐use of the site as a business center. Land Use  Goal 1: Create a Complete Community – Strive for a diverse and balanced community that contains a variety of residential areas, major employers, retail, service, institutions, and parks and open spaces. Objective 1.4 – Enhance employment centers.  Goal 3: Promote High Quality Development – Ensure new development meets high construction and visual quality standards and includes measures of sustainability. Objective 2 – Promote visual quality standards in design and material selection for new development. Objective 2.2 – Encourage visually attractive development in high‐profile locations and long the city’s major corridors.  Goal 4: Prepare for Target Redevelopment – Use public and private redevelopment opportunities to advance the City’s Future Land Use Map and policies. Objective 1 – Redevelop parcels that are blighted, functionally obsolete, economically unsustainable, or incompatible with adjacent uses. 6 Economic Competitiveness  Goal 3: Retain and Expand Existing Job Base – Work to accommodate the needs of existing businesses across industries and to support grown and expansion that is compatible with surrounding neighborhoods. Objective 2 – Preserve the City’s commercial/industrial base.  Goal 4: Strengthen Link Between Land Use and Economy – Examine how the City’s land us plan impacts and can support the larger economic vision by zoning for a variety of types of uses. Encourage high‐quality redevelopment within targeted districts. Objective 2 – Encourage reinvestment and contemporary uses in existing properties. Objective 3 – Ensure redevelopment and reinvestment meet contemporary needs and standards, improve appearance, and result in increased value Recommended Action Based on the findings above, staff recommends approval of the requested amendment to the Future Land Use Map, changing the guided land use for 6300 Olson Memorial Highway from Office to Light Industrial. Attachments: Future Land Use Map (1 page) Project Narrative (7 pages) Civil Site Development Plans (15 pages) Tree Inventory Survey (1 page) Landscape Plan (4 pages) City of Golden Valley Planning Commission Regular Meeting October 25, 2021, 2021 – 7 pm 4 5. Informal Public Hearings – Future Land Use Map Amendment, Zoning Map Amendment, Consideration of Preliminary Plat Address: 6300 Olson Memorial Highway Applicant: United Properties Jason Zimmerman, Planning Manager, articulated that there was one hearing but three separate items requiring three votes from Commissioners. Zimmerman described the lot and displayed a map and the zoning map while giving a background on the site, which has been vacant since 2016. The 2030 Comp Plan re‐guided the site for Office but zoning was not modified until 2020. The site is 28 acres with a 340,000 sq ft office building, wetland/wooded area in the NE corner, and over 1,300 parking spaces. United Properties would like to redevelop the site for a new Golden Valley business center. The two existing buildings would be demoed and two new buildings would be constructed. The land use would need to change from Office to Light Industrial, zoning would need to change, and stormwater would need to be addressed along the north property line. Staff displayed images from a few other examples of sites United has developed and a rendering of the potential building for this site. 1. The fist consideration is the Future Land Use Amendment and there are no specific standards within the City Code to evaluate. Zimmerman described the land use descriptions, impacts to the character of the area, and comprehensive plan consistency. 2. The second consideration is the zoning map amendment, and as before, there are no specific standards within the city code to evaluate. Zimmerman described the purposes of zoning districts, listed the permitted/conditional uses for current and proposed zoning, and compatibility with surrounding uses. Zimmerman went on to discuss the subdivision and transportation improvements. Recommendations Future Land Use Amendment:  Staff recommends approval of the requested amendment to the Future Land Use Map, changing the guided land use from Office to Light Industrial Zoning Map Amendment:  Based on the findings above, staff recommends approval of the requested amendment to the Zoning Map, changing the zoning designation from Office to Light Industrial Subdivision:  Based on the factors of evaluation, staff recommends approval of the proposed preliminary plat for the Golden Valley Business Center, subject to the following conditions: 1. The applicant shall work with staff to dedicate land through the site sufficient to provide right‐of‐way for a future public road. 2. The applicant shall include on the final plat the dedication of all drainage and utility easements deemed necessary to meet City Code requirements (including floodplain and wetland areas). City of Golden Valley Planning Commission Regular Meeting October 25, 2021, 2021 – 7 pm 5 3. Any comments from the Minnesota Department of Transportation or Hennepin County shall be incorporated into the final plat. 4. A park dedication fee of $519,180 (or 6% of the land value) shall be paid prior to the release of the final plat. 5. The City Attorney will determine if a title review is necessary prior to approval of the final plat. Commissioner Ginis asked staff if there had been conversations with the applicant about curb appeal and access; and staff affirmed. In addition, the location is a main intersection and thus gateway to the City, conversations have occurred with the architects to ensure attention to façade is prioritized. Commissioners and staff discussed the wetlands on the site, the road around the site, traffic, zoning designation options, and the road right‐of‐way that the applicant and Country club don’t want. Chair Pockl invited the applicant to present. Connor McCarthy, United Properties Developer ‐ Applicant, gave a brief presentation on the site, its location, and background. The applicant discussed office uncertainty, the current zoning of this site, and prediction of use based on a rezoning to light industrial. Commissioner Ginis asked the applicant how they’re thinking about alternative transportation for their site plan. The applicant stated they are looking to offer bike parking and sidewalks to create safe access for alternative modes. The site plan is just entering the phase where the details of those items are being developed. Commissioner Ruby asked the applicant to expand on plans for the wetlands. Tom Lincoln, Civil Engineer ‐ Kimley Horn, said they conducted a wetland delineation with Golden Valley staff. There is a technical evaluation panel and the group is in the process of creating a mitigation plan. The area was a wetland, became a stormwater collection area in the 1960’s, then evolved into a larger wetland. It’s currently considered a regulated wetland under the Wetland Conservation Act. Mitigation was considered onsite but neither the soil nor space would allow for stormwater management. The proposal is to mitigate offsite but develop a filtration system to replicate the native possibilities of the existing wetland. Chair Pockl opened the public hearing at 9:03pm. There were no residents present for comment nor were there callers. Chair Pockl closed the public hearing at 9:06pm Chair Pockl opened the discussion on the requested amendment to the Future Land Use Map. Commissioner Brookins stated that he thinks Mixed Use – Employment would be better suited. Commissioner Johnson seconded this statement. Staff discussed this option as a lot of intended trucking and delivery uses may not fit in that use. Commissioners continued this conversation on making the site marketable for the present and future and discussed with staff the difference in zonings. Commissioners discussed this zoning with the applicant and the applicant has a strict purchase agreement with the seller and due to that they may not have an extended timeline to discuss this zoning possibility. Staff added the proposal presented also will not meet the requirements of Mixed Use – Employment. City of Golden Valley Planning Commission Regular Meeting October 25, 2021, 2021 – 7 pm 6 MOTION made by Chair Pockl, seconded by Commissioner Ruby, to recommend approval of the requested amendment to the Future Land Use Map, changing the guided land use from Office to Light Industrial. Aye: Ginis, Pockl, Ruby Nay: Brookins, Johnson Motion Passes 3‐2 MOTION made by Commissioner Pockl, seconded by Commissioner Ruby, to recommend approval of the requested amendment to the Zoning Map, changing the zoning designation from Office to Light Industrial. Aye: Ginis, Pockl, Ruby Nay: Brookins, Johnson Motion Passes 3‐2 Commissioners discussed the right of way, roads, the luce trail, and the north/south connection. MOTION made by Commissioner Brookins, seconded by Commissioner Ruby, to recommend approval of the proposed preliminary plat for the Golden Valley Business Center, subject to the listed conditions. Motion passed unanimously. Chair Pockl closed the discussion, and ended the televised portion of the meeting at 9:41pm. 6.Council Liaison Report Council Member Rosenquist updated the Commissioners on Home Energy Audits/light bulb kits being offered via the Physical Development Department. She praised the Commission for its work and noted that October is Community Planning Month. Rosenquist also reported on recent actions by the City Council, including an update form the Historical Society, a report by Hennepin County Sheriff Hutchinson, approval of a curbside organics program, and the receipt of the Downtown Study. 7.Other Business None. 8.Adjournment MOTION by Commissioner Ginis to adjourn, seconded by Commissioner Ruby, and approved unanimously. Meeting adjourned at 9:50 pm. ________________________________ Andy Johnson, Secretary ________________________________ Amie Kolesar, Planning Assistant RESOLUTION NO. 21-89 RESOLUTION FOR AMENDMENT TO THE FUTURE LAND USE MAP DESIGNATING THE PROPERTY AT 6300 OLSON MEMORIAL HIGHWAY AS LIGHT INDUSTRIAL WHEREAS, the City Council has met at the time and place specified in a notice duly published with respect to the subject matter hereof and has heard all interested persons, and it appearing in the interest of the public that the Future Land Use Map as heretofore adopted and enacted by the City of Golden Valley be amended; and WHEREAS, the area affected is legally described as follows: Lot 1, Auditor's Subdivision No. 322, Hennepin County, Minnesota; and All that part of the Southeast Quarter of the Northeast Quarter of Section 32, Township 118, Range 21, lying South of the right of way of the Electric Short Line Railroad Company and East of the West 653 feet thereof; and The East 323 feet of the West 653 feet of that part of the Southeast Quarter of the Northeast Quarter lying South of the right of way of the Minnesota Western Railway Company; The East 323 feet of the West 653 feet of that part of the Northeast Quarter of the Southeast Quarter lying North of the center line of 6th Avenue North; all in Section 32, Township 118, Range 21. NOW, THEREFORE, BE IT RESOLVED, by the City Council for the City of Golden Valley, that pursuant to the provision of Sec. 113-28 of the City Code for the City of Golden Valley, and subject to review and approval by the Metropolitan Council for conformity with regional systems plan as provided in state law, the Future Land Use Map for the City of Golden Valley is hereby amended by designating the property at 6300 Olson Memorial Highway as Light Industrial. Adopted by the City Council this 16th day of November, 2021. _____________________________ Shepard M. 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NHillsboro Ave NGettysburg Ave NU n io n P acific Railroad Canadian Pacific Railroad B u rlin g to n N o rt h e r n Sant aFeRailroadCanadianPacificRailroadC anadianP acificR ailroadC anadia n P a c i f i c R ailroad U nion Pacific R a i l r o a d Breck School Sa nd burgMid d le School Pe rpich Ce nte r for Arts Ed uca tion MN DOT District Office & Sta te Hig hway Pa trol N obleEle m enta rySchool Ca lva ryLuthe ranChurch Spe a k theW ord Church 10th Ave nueCold Stora g e School ofEng inee ringand Arts Gove rnm e ntCe nte r &Fire Sta tion #1 Me a d owbrookEle m enta rySchool King of Gra ceLuthe ranChurchand School Churchof St.Ma rg are tMa ry Good She phe rdCa tholic Church &Good She phe rdSchool Gold e nVa lle yLuthe ranChurch Spirit ofHopeChurch Oa k Grove Church He nne pinCounty She riffCom m unica tions He nne pin CountyLibra ry Fire Sta tion#3 Va lle y Com m unity Presbyte ria n Church Christia nLifeCe nte r UnityChristChurch Re d e e m e rRe form e dChurch FireSta tion#2 Va lle y of Pe a ceLuthe ran Church Gold e n Va lle yCe m e te ry Gold e n Va lle yHistorica lSocie ty Brookvie wCom m unityCe nte r Breck IceArena W a te rRe se rvoir U.S.Post Office Love works Aca d e m y forVisua l & Pe rform ing Arts CITY OF NEW HOPE CITY OF CRYSTAL CITY OF ROBBINSDALE CITY OF MINNEAPOLISCITY OF ST. LOUIS PARK CITY OF MINNEAPOLISCITY OFST. LOUIS PARKCITY OF ROBBINSDALECITY OF CRYSTAL CITY OF CRYSTALCITY OF NEW HOPE CITY OF PLYMOUTHCITY OF MINNEAPOLISCITY OFST. LOUIS PARKCITY OFPLYMOUTHCity of Gold e n Va lle y, Eng ine e ring7800 Gold e n Va lle y R oa dGold e n Va lle y, MN 55427-4588763-593-8030www.g old e nva lle ym n.g ov 2020-2040Future Land Use 0 800 1,600 2,400 3,200400 Fe e t I Print Date : 8/5/2020Source s:-He nne pin County Surve yors Office for Prope rty Line s (2020) -City of Gold e n Valle y for all othe r laye rs. Future Land Use Residential Low De nsity – up to 5 units pe r a cre Mod e ra te De nsity – 5 to 8 units pe r a cre Me d ium De nsity – 8 to 30 units pe r a cre Hig h De nsity – 20 to 100 units pe r a cre Commercial Office Re ta il/Se rvice Industrial Lig ht Ind ustria l Ind ustria l Mixed Use N e ig hborhood Com m unity Institutional Asse m bly Civic Me d ica l Open Space Pa rks a nd N a tura l Are a s W a te r Fe a ture Right-of-Way Ra ilroa d Rig ht-of-W a y (public a nd priva te ) ZONING MAP AMENDMENT APPLICATION FUTURE LAND USE MAP AMENDMENT APPLICATION SUBDIVISION APPLICATION SUBMITTAL NARRATIVE Golden Valley Business Center Golden Valley, Minnesota September 24, 2021 United Properties, in partnership with the current property owner UBS, seeks to develop two buildings totaling approximately 399,000 SF. Per the 2040 Comprehensive Plan, the subject site is currently listed as vacant/undeveloped and consists of a vacant 340,000 square foot office building. The site is on the northwest corner of Highway 55 and Douglas Drive North. The 340,000 SF office building that is currently located at 6300 Olson Memorial Highway was once occupied by UnitedHealth Group/Optum Health. United Properties plans to demolish the existing building, which was constructed in 1958 and has sat vacant since 2016. The building owner, UBS, anticipates partnering with United Properties to redevelop the site as they have concluded that the existing building’s characteristics make it not viable to lease to modern-day real estate users. United Properties is proposing a modernized business park which offers more long-term functionality and flexibility than the current building – with increased ceiling heights, efficient space demising for multiple employers, and flexible site maneuverability and parking area that allows for a range of businesses and employee profiles, etc. The COVID-19 pandemic caused serious uncertainty regarding the future of office space demand, and “work from home” strategies continue to threaten the outlook for space occupiers and real estate owners. Conversely over the last 18-months the demand for production, lab/R&D, and warehousing, of goods and services within the United States has grown exponentially to meet the demand of consumers. Shipping/transportation challenges and overseas manufacturing stoppages are leading companies to produce more product inside the United States to avoid future supply chain shocks and inefficiencies. These factors, combined with the desire of employers to locate facilities closer to urban centers, make the Golden Valley Business Center a unique offering in the Twin Cities metro. This site has potential to be one of the closest metro opportunities for employers seeking space offering flexibility for office, production, lab/R&D, and/or warehousing space. United Properties proposes demolishing the existing improvements and replacing the outdated facility with more modern building specifications—28-32’ clear buildings that are targeted to users with flexible space needs for both white- and blue-collar job offerings. United Properties has worked with several clients in recent years who serve as examples of employers who would occupy the future Golden Valley Business Center, and are listed as follows:  Cretex Medical – a surgical and medical instrument manufacturer and engineering services provider. United Properties is currently developing their new 240,000 SF medical device headquarters project in Brooklyn Park. Upon completion the office/manufacturing/warehouse building will house up to 400 employees.  Tesla – designer and manufacturer of electric cars, battery energy, solar panels, etc. United Properties developed a 70,400 SF headquarters for Perbix Machines in 2015, who was subsequently purchased by Tesla in 2018. The facility serves as Tesla’s primary robotics design and manufacturing business, with a mix of office, design, and engineering jobs housed in the high-tech manufacturing space.  Nilfisk Advance – Nilfisk is a global provider of commercial and industrial cleaning equipment. The 170,000 SF North American headquarters, developed by United Properties in 2015, contains over 300 jobs responsible for manufacturing and engineering premium cleaning products for consumers worldwide. In conversations with city staff, it was concluded that the Light Industrial Zoning District most closely aligns with the proposed development project goals for the site. The Light Industrial Zoning District allows for office, production, lab/R&D, and/or warehouse uses which do not constitute nuisance to surrounding districts. The site is currently within the Office Zoning District, which prohibits the flexible utilization of the uses listed above which, if rezoned would pave the way for the city to offer a mix of businesses and employment opportunities, with positive economic impacts—jobs, tax base, housing demand, and retail demand—that permeate beyond the borders of the site. United Properties believes that Golden Valley Business Center will be the highest quality, Class-A offering in the market for users like those represented above. For that reason, United Properties plans to design the new buildings to a higher standard than its competition, and to a higher standard than the Light Industrial Zoning District design guidelines require – using both precast concrete panels, enhanced with a mix of supplementary Class I materials – glass, metal paneling, and wood – that offer an inspiring front door and ample natural light for the hundreds of new employees that will occupy this site in the future. Please see enclosed project renderings that provide a perspective of our design vision intent. Given the approval process and timeline, United Properties is considering the proposed project for construction commencement in summer/fall of 2022. kimley-horn.com 767 Eustis Street, Suite 100, St. Paul, MN 55114 651-645-4197 Project Narrative Golden Valley Business Center September 24, 2021 Chapter 109 – Subdivisions The Preliminary Plat and Final Plat for GOLDEN VALLEY BUSINESS CENTER will adhere to the requirements of Chapter 109 – Subdivisions of the City of Golden Valley City Code. The subdivision of the property located at 6300 Olson Memorial Highway in Golden Valley, MN, PID No. 3211821140003, into two lots and right-of-way dedication. Lot 1, Block 1, GOLDEN VALLEY BUSINESS CENTER 586,299 SF Lot 2, Block 1, GOLDEN VALLEY BUSINESS CENTER 634,635 SF Dedicated Right-of-Way (Douglas Drive and County Club Drive 116,254 SF Inflow/Infiltration Compliance Inflow and Infiltration (I/I) is the excess flow of clear water into the City of Golden valley’s sanitary sewer system. Inflow is when clear water from illegal connections of sump pumps, downspouts, and foundation drains is channeled directly into sanitary sewer pipes. Infiltration is when groundwater seeps into sewer pipes via cracks or leaky joints. Because the sanitary sewer system was not designed to handle this excess clear water, it becomes overloaded during times of high groundwater or heavy rainfall. The excess clear water from I/I problems uses sanitary sewer capacity needed for wastewater. The Metropolitan Council Environmental Services (MCES), which provides regional wastewater collection and treatment for the metropolitan area, requires communities with excess I/I to invest in local reduction remedies. To comply with MCES directives regarding I/I, the City inspects homes and businesses in Golden Valley to determine if roof drains, foundation drains, sump pumps, and other clear water sources are connected to the sanitary sewer system. Because the existing building is being demolished and all on-site roof drains, foundation drains, sump sumps will be removed; and because all on-site sanitary pipe will be removed, a I/I Inspection is not required. The Golden Valley Business Center will be constructing new sanitary services using gasketed PVC sanitary sewer pipe. The proposed manholes will be constructed with HDPE adjusting rings that are sealed with butyl caulk. The PVC sanitary sewer connections will incorporate rubber boots cast into the manhole barrels. All manhole barrel joints will be sealed with Infi-Shield external rubber seal wrap. The City will be inspecting the installation of the new sanitary sewer pipe and manholes. They will also be inspecting the connection to existing sanitary stubs and televising the stubs to Page 2 kimley-horn.com 767 Eustis Street, Suite 100, St. Paul, MN 55114 651-645-4197 identify existing cracks or leaks. The developer will be required to execute an escrow agreement for this inspection. Stormwater Requirements Summary The project site is located in Golden Valley, Minnesota and is within the jurisdiction of the Bassett Creek Watershed Management Commission (BCWMC). The City of Golden Valley’s stormwater ordinance refers to the BCWMC standards as the requirements for site development projects. At this preliminary design stage, the BCWMC established standards covering floodplain requirements, stormwater discharge rate control and water quality treatment have been evaluated. Each is discussed further in the following sections. The standards listed below were taken from the document titled Requirements for Improvements and Development Projects, February 2021, available on the BCWMC website. The BCWMC does not issue permits, however does complete project reviews to determine consistency with the established standards. Floodplain Requirements The floodplain of the Bassett Creek trunk system is that area lying below the 1% (base flood elevation, 100–year) flood elevations as shown in Table 2-9 of the Watershed Management Plan (WMP), or as subsequently revised due to channel improvement, storage site development, revisions to reflect the current BCWMC adopted floodplain elevations, or requirements established by appropriate state or federal governmental agencies. Based on a review of Table 2-9 in the BCWMC WMP this area is not within the regulated floodplain of the BCWMC standards. BCWMC policies further state that the member cities must implement the BCWMC’s development policies, including minimum building elevations of at least 2 feet above the 100- year flood level for new and redeveloped structures. The City provided information on the modeled 100-year high water level (HWL) for the wetland areas located on the north end of the site. Figure 1 shows the modeled flood elevation for the on-site flood storage areas as provided by the City. Based on these established flood elevations, the minimum building elevations should be set at or above elevation 882.1. The preliminary plan established a low floor elevation for the lower of the two buildings as elevation 889.0, well above the required two- foot freeboard requirement. The modeled HWL for the site improvements will be evaluated as the design progresses, although we anticipate the elevation will be in the elevation range of up to 882-883 such that the low point inlets in the pavement areas set at elevation 883 will continue to drain during the 100-year event. Page 3 kimley-horn.com 767 Eustis Street, Suite 100, St. Paul, MN 55114 651-645-4197 Figure 1. Modeled Flood Elevations. Rate Control Requirements Proposed, nonlinear projects creating one or more acres of new and/or fully reconstructed impervious surfaces must manage stormwater runoff such that peak flow rates leaving the site are equal to or less than the existing rate leaving the site for the 2-, 10-, and 100-year events based on Atlas 14 precipitation amounts and using a nested 24-hour rainfall distribution. Documentation of existing and proposed discharge rates for the 2-, 10-, and 100- year events must be provided to the BCWMC for review. The existing site conditions include more than 20 acres of impervious surface and the proposed conditions will include on the order of 22 acres of impervious surface. In the existing condition, approximately half of the site runoff discharges to the north and northeast into the existing storage areas shown in Figure 1 above. This area outlets to north through an existing 36-inch RCP pipe that extends under the railroad. This outlet also drains off site areas that have not yet been evaluated. The other (approximate) half of the site discharges east into ditches and ultimately into the storm sewer system within Douglas Drive. In the proposed conditions, the creation of a stormwater filtration basin and detention system in the northern extent of the site will provide for necessary rate control. Preliminary assessment indicates that the existing rates are largely uncontrol for the south and east portion of the site such the added detention for the overall site will allow for meeting rate control for the overall site. Further discussion with the City and watershed should consider how much of the site could continue to be routed to the east into ditches and storm system along Douglas Drive. Water Quality Requirements Non-Linear Development projects that create one or more acres of new and/or fully reconstructed impervious surfaces are required to capture and retain onsite 1.1 inches of Page 4 kimley-horn.com 767 Eustis Street, Suite 100, St. Paul, MN 55114 651-645-4197 runoff from the new and/or fully reconstructed impervious surfaces. If the performance goal is not feasible and/or is not allowed for a proposed project, then the project proposer must implement the flexible treatment options, as shown in the BCWMC Design Sequence Flow Chart. The proposed site improvements will include a total new and reconstructed impervious area of approximately 22.03 acres. This impervious area results in a required on-site retention volume of 88,000 cubic feet (2.0 acre-feet). A geotechnical investigation was completed by Braun to evaluate on-site soil conditions. Two borings were completed in the immediate vicinity of the proposed stormwater basin, Borings 27 and 28. Soil conditions at the approximate bottom elevation of the basin are generally clays and organics which are not conducive to infiltration. Therefore, the proposed stormwater basin will be created as a filter basin with two feet of filtration media and an underdrain system. The proposed filtration basin will have a bottom elevation at approximately elevation 876.5 to allow for up to two feet of filter topsoil borrow filter media above an underdrain set at elevation 874.5. The outlet for the system will be the existing 36-inch RCP storm sewer that crosses the railroad with an existing invert at elevation 874.3. The preliminary grading plan for the basin provides the required retention/filtration volume at approximately elevation 879.0. An outlet control structure would be constructed on the north slope of the proposed basin to collect the tile discharge and will have an overflow grate set at the retention volume elevation to manage larger event flows. Wetland and Wetland Permitting Kimley-Horn completed a routine level 2 (onsite) wetland delineation on July 28th, 2021. Two wetlands were identified on the property, one located in a roadside ditch along Douglas Drive and the other in the northeast corner of the property. The wetland boundaries are subject to review by the City of Golden Valley, the Local Government Unit according to the Minnesota Wetland Conservation Act, and the US Army Corps of Engineers. An application requesting their review and approval of the wetland delineation was submitted on August 18, 2021. A Technical Evaluation Panel (TEP) meeting has been scheduled for September 24, 2021 to review the delineated wetland boundaries and discuss the proposed redevelopment. In general, wetlands that were created unintentionally are not regulated resources. Based on discussions with the City, it was determined that the wetland in the northeast corner of the property has likely been wetland since pre-settlement conditions but was manipulated for stormwater purposes with the original development of the property (in roughly 1960); therefore, this wetland is anticipated to be regulated. In accordance with state and federal regulations, the applicant has evaluated options for avoiding and/or minimizing the wetland on the site with the proposed redevelopment. Through preliminary analysis, it has been determined that the purpose of the project cannot be met by avoiding or minimizing this impact; specifically, the redevelopment goals cannot be accomplished. Understanding the sensitivity for the City to maintain a portion of the property as a functioning wetland, the applicant has evaluated whether a portion of the current proposed site plan could provide for on-site wetland creation. Preliminary stormwater analysis for the redevelopment was conducted to understand the regulatory requirements of the Basset Creek Watershed Management Commission (BCWMC). Preliminary results indicate that, in order to meet the BCWMC established standards covering floodplain requirements, stormwater discharge rate Page 5 kimley-horn.com 767 Eustis Street, Suite 100, St. Paul, MN 55114 651-645-4197 control and water quality treatment, on-site mitigation is not feasible. Complications on the site include poor soils which prevent infiltration and an outlet pipe under the railroad north of the property that connects into the City’s storm sewer network. Through this comprehensive analysis, the applicant is proposing to purchase wetland credits to mitigate impacts to the wetland in the northeast corner of the property. Credits would be purchased from a wetland bank within the same Bank Service Area of the impacts, in accordance with state and federal regulations. Details of this evaluation will be documented in a WCA replacement plan which will be submitted for review and approval after the wetland boundary approval process has concluded. Approval of this plan is subject to review by both the City and the US Army Corps of Engineers and will be required prior to any activities within the delineated wetland boundary. Existing Tree Survey and Landscape Plan Significant Tree Inventory We have a tree survey that locates, identifies type and sizes of the significant existing trees. We will analyze each tree and indicate if it will be removed or preserved. If removed we will show any mitigation actions per code. The landscape plan will show the location of any trees that will be used for mitigated where possible. A completed matrix documenting theses actions will be provided. Landscape Plan Shade Trees, evergreen trees, flowering ornamental tree, shrubs, groundcovers, perennials and turf grasses will be provided in strategic locations to buffer adjacent properties and screen loading and service areas. Shrubs will be located to screen parking spaces from the public right of way. Trees will be added where possible to mitigate for the significant existing trees that will be removed. The storm water infiltration basin side slopes and bottom will be planted with appropriate native seed mixtures adaptive to the wet dry environment of the basin and soil types. All disturbed areas will be planted with live plants, turf, native seed mixes or shredded hardwood bark mulch. Landscape irrigation will be provided to supplement natural rain water during the growing season for the key turf areas with quick couplers strategically located for easy maintenance access to water. As the zoning process continues we will supplement the plan with more specific information like individual callouts of plants and detailed materials schedules. PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:NOT FORCONSTRUCTION160576021ER/AN DDGOLDEN VALLEYBUSINESS CENTERGOLDEN VALLEYBUSINESS CENTERGOLDEN VALLEY, MNNo.Description Date 2021 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.\\twcfp01\MW_TWC\TWC_LDEV\United_Properties\GOLDEN VALLEY INDUSTRIAL\3 Design\CAD\PlanSheets\C0-COVER SHEET.dwg September 23, 2021 - 8:24pm NORTHVICINITYN.T.S.SITEGOLDEN VALLEY, HENNEPIN COUNTY, MN1. CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITE MATCHWHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIOR TO CONSTRUCTION.2. IF REPRODUCED, THE SCALES SHOWN ON THESE PLANS ARE BASED ON A ARCH FULLBLEED E1 (30.00 X 42.00 INCHES) SHEET.3. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/ORUTILITY SERVICES COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDINGPOSSESSION AND THE FINAL CONNECTION OF SERVICES.4. ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES,AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS.NOTES:LANDSCAPE ARCHITECTGEOFFREY ROEHLL, ASLA, CLARBHITCHCOCK DESIGN GROUP22 E CHICAGO AVENUE, SUITE 200APO BOX 5126NAPERVILLE, IL 60567TELEPHONE: (630) 961-1787GEOTECHNICAL ENGINEERNATHAN MCKINNEY, PEBRAUN INTERTEC11001 HAMPSHIRE AVENUE SMINNEAPOLIS, MN 55438TELEPHONE: (952) 995-2228PROJECT TEAM:ENGINEERKIMLEY-HORN AND ASSOCIATES, INC.PREPARED BY: THOMAS J. LINCOLNEUSTIS STREET, SUITE 100ST. PAUL, MN 55114TELEPHONE (651) 645-4197GOLDEN VALLEY BUSINESS CENTERFORDRAFT SITE DEVELOPMENT PLANSKnow what'sbelow.before you dig.CallARCHITECTESG ARCHITECTURE & DESIGN500 WASHINGTON AVENUE SOUTH,SUITE 1080MINNEAPOLIS, MN 55415TELEPHONE: (612) 339-5509SITE BENCHMARKS:(LOCATIONS SHOWN ON SURVEY)TOP OF MINNESOTA DEPARTMENT OF TRANSPORTATION GEODETICMONUMENT "WIRTH"ELEVATION=834.60 FEET. (NGVD29)TOP OF EGAN FIELD & NOWAK CONTROL POINT NO. 700 (58 INCHREBAR WITH PLASTIC CAP)ELEVATION=909.33 FEET. (NGVD29)BENCHMARKSOWNER / DEVELOPERUNITED PROPERTIES651 NICOLLET MALL SUITE 450MINNEAPOLIS, MN 55402TELEPHONE: (612) 343-7047SURVEYOREGAN, FIELD & NOWAK, INC.1229 TYLER STREET NE SUITE 100MINNEAPOLIS, MN 55413TELEPHONE: (612) 446-3300CHICAGO NORTHWESTERN RAILWAY DOUGLAS DRIVEOLSON MEM O R I A L H I G H W A Y COUNTRY C L U B D R I V E C000COVER SHEETDRAWING INDEXSheet NumberSheet TitleC000COVER SHEETC100GENERAL NOTESC200SURVEYC201SURVEYC202SURVEYC203DEMOLITION PLANC301OVERALL SITE PLANC302SITE PLANC303SITE PLANC400GRADING PLANC401GRADING PLANC402GRADING PLANC403STORM SEWER PLANC500UTILITY PLANC304 SITE PLAN- ADA ENLARGEMENT PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:NOT FORCONSTRUCTION160576021ER/AN DDGOLDEN VALLEYBUSINESS CENTERGOLDEN VALLEYBUSINESS CENTERGOLDEN VALLEY, MNNo. Description Date 2021 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.\\twcfp01\MW_TWC\TWC_LDEV\United_Properties\GOLDEN VALLEY INDUSTRIAL\3 Design\CAD\PlanSheets\C1-GENERAL NOTES.dwg September 23, 2021 - 8:24pm GENERAL CONSTRUCTION NOTES1. THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE CITY OF GOLDENVALLEY DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION"(LATEST EDITION) AND BECOME FAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK,AND, UNLESS OTHERWISE NOTED, ALL WORK SHALL CONFORM AS APPLICABLE TO THESESTANDARDS AND SPECIFICATIONS.2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIAL AND LABOR TOCONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS INACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES, SPECIFICATIONS ANDREQUIREMENTS. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISEINDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING PAVEMENT AND ALL OTHERDELETERIOUS MATERIAL.3. THE EXISTING SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS QUALITY LEVEL "D" UNLESSOTHERWISE NOTED. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINESOF CI/ACSE 38/02, ENTITLED STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OFSUBSURFACE QUALITY DATA BY THE FHA. EXISTING UTILITIES SHOWN ARE LOCATEDACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF THETOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THEENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARESHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE. FINDING THEACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY ANDSHALL BE DONE BEFORE COMMENCING ANY WORK IN THE VICINITY. FURTHERMORE, THECONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THECONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUNDUTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGESSUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTINGUTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME. IF IT ISNECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY ORDEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION OBTAINED REGARDINGTHE METHOD TO USE FOR SUCH WORK.4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIESWHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREABEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICETO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION.5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTIONPERMITS AND BONDS IF REQUIRED PRIOR TO CONSTRUCTION.6. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THECONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, GEOTECHNICAL REPORTAND SPECIAL CONDITIONS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS.7. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTIONOF THE OWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES ORDEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER ANDNOTIFICATION TO THE ENGINEER.8. ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BESENT TO THE OWNER DIRECTLY FROM THE TESTING AGENCY.9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS-BUILTINFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THECOMPLETION OF APPROPRIATE CONSTRUCTION INTERVALS AND SHALL BE RESPONSIBLE FORPROVIDING AS-BUILT DRAWINGS TO THE OWNER FOR THE PURPOSE OF CERTIFICATION TOJURISDICTIONAL AGENCIES AS REQUIRED. ALL AS-BUILT DATA SHALL BE COLLECTED BY ASTATE OF MN PROFESSIONAL LAND SURVEYOR WHOSE SERVICES ARE ENGAGED BY THECONTRACTOR.10. ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSEDWELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITSREQUIRED.11. ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THEAPPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS MADE.12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSEDIMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OROTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTORSHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK THATWOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN IDENTIFIABLE CONFLICT PRIOR TOPROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO PAY FOR ARELATED CHANGE ORDER.13. SHOULD CONTRACTOR ENCOUNTER ANY DEBRIS LADEN SOIL, STRUCTURES NOT IDENTIFIED INTHE DOCUMENTS, OR OTHER SOURCE OF POTENTIAL CONTAMINATION, THEY SHALLIMMEDIATELY CONTACT THE ENGINEER AND OWNER.TYPICAL OWNER/ENGINEER OBSERVATIONSCONTRACTOR SHALL NOTIFY OWNER AND/OR ENGINEER 48 HOURS IN ADVANCE OF THEFOLLOWING ACTIVITIES:- PRE-CONSTRUCTION MEETING, SUBGRADE PREPARATION, BASE INSTALLATIONASPHALT INSTALLATION, UNDERGROUND PIPING AND UTILITIES INSTALLATION,INSTALLATION OF STRUCTURES, CHECK VALVES, HYDRANTS, METERS, ETC., SIDEWALKINSTALLATION, CONNECTIONS TO WATER AND SEWER MAINS, TESTS OF UTILITIES3RD PARTY TEST REPORTS REQ'DTEST REPORTS REQUIRED FOR CLOSE OUT INCLUDE, BUT ARE NOT LIMITED TO:- DENSITY TEST REPORTS- BACTERIOLOGICAL TESTS OF WATER SYSTEM- PRESSURE TEST OF WATER/SEWER- LEAK TESTS ON SEWER SYSTEM AND GREASE TRAPS- ANY OTHER TESTING REQUIRED BY THE AGENCY/MUNICIPALITYWATER STORM SEWER & SANITARY SEWER NOTES1. THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS, MANHOLES, GRAVITY SEWERLINES, AND DOMESTIC WATER AND FIRE PROTECTION SYSTEM AS SHOWN ON THESE PLANS. THECONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, MACHINERY, TOOLS,MEANS OF TRANSPORTATION AND LABOR NECESSARY TO COMPLETE THE WORK IN FULL ANDCOMPLETE ACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY INTENDEDREQUIREMENTS OF THE CONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS.IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCYREQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN.2. ALL EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTORSHALL COMPLY WITH ALL REQUIREMENTS FOR UTILITY LOCATION AND COORDINATION INACCORDANCE WITH THE NOTES CONTAINED IN THE GENERAL CONSTRUCTION SECTION OF THISSHEET.3. THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATION IN KIND, UNLESS SHOWNOTHERWISE.4. DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THEMANUFACTURER'S SPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGSWITH A WATERTIGHT PLUG WHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPESSHALL BE CLEAN AND JOINT SURFACES WIPED CLEAN AND DRY AFTER THE PIPE HAS BEENLOWERED INTO THE TRENCH. VALVES SHALL BE PLUMB AND LOCATED ACCORDING TO THEPLANS.5. ALL PIPE AND FITTINGS SHALL BE CAREFULLY STORED FOLLOWING MANUFACTURER'SRECOMMENDATIONS. CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE COATING OR LINING INANY D.I. PIPE FITTINGS. ANY PIPE OR FITTING WHICH IS DAMAGED OR WHICH HAS FLAWS ORIMPERFECTIONS WHICH, IN THE OPINION OF THE ENGINEER OR OWNER, RENDERS IT UNFIT FORUSE, SHALL NOT BE USED. ANY PIPE NOT SATISFACTORY FOR USE SHALL BE CLEARLY MARKEDAND IMMEDIATELY REMOVED FROM THE JOB SITE, AND SHALL BE REPLACED AT THECONTRACTOR'S EXPENSE.6. WATER FOR FIRE FIGHTING SHALL BE MADE AVAILABLE FOR USE BY THE CONTRACTOR PRIOR TOCOMBUSTIBLES BEING BROUGHT ON SITE.7. ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING SHALL BECOMPLETELY BACK FILLED IN ACCORDANCE WITH THE GOVERNING JURISDICTIONAL AGENCY'SSPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONALAGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN.8. UNDERGROUND LINES SHALL BE SURVEYED BY A STATE OF MN PROFESSIONAL LAND SURVEYORPRIOR TO BACK FILLING.9. CONTRACTOR SHALL PERFORM, AT HIS OWN EXPENSE, ANY AND ALL TESTS REQUIRED BY THESPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY INCLUDE, BUTMAY NOT BE LIMITED TO, INFILTRATION AND EXFILTRATION, TELEVISION INSPECTION AND AMANDREL TEST ON GRAVITY SEWER. A COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THEUTILITY PROVIDER, OWNER AND JURISDICTIONAL AGENCY AS REQUIRED.10. CONTRACTOR SHALL PROVIDE FOR A MINIMUM HORIZONTAL CLEARANCE OF 10' AND A VERTICALCLEARANCE OF 18" BETWEEN WATER AND SANITARY SEWER MANHOLES AND LINES.11. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BETHE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE ASNECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER.12. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION ATSTRUCTURE IS WATERTIGHT UNLESS OTHERWISE STATED BY CITY AND STATE DESIGNSTANDARDS AND SPECIFICATIONS.13. UNLESS OTHERWISE STATED IN CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS, ALLSTORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVETRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISHGRADE. LIDS SHALL BE LABELED "STORM SEWER". EXISTING CASTINGS AND STRUCTURES WITHINPROJECT LIMITS SHALL BE ADJUSTED TO MEET THESE CONDITIONS AND THE PROPOSED FINISHEDGRADE.14. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IFTHE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS,WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, ATOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW.15. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BECONSTRUCTED TO SAME.16. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR FROM INVERT IN TOINVERT OUT.17. ROOF DRAINS SHALL BE CONNECTED TO STORM SEWER BY PREFABRICATED WYES OR AT STORMSTRUCTURES. ROOF DRAINS AND TRUCK WELL DRAIN SHALL RUN AT A MINIMUM 1% SLOPE,UNLESS NOTED OTHERWISE, AND TIE IN AT THE CENTERLINE OF THE STORM MAIN.18. ALL ROOF AND SANITARY SEWER DRAINS SHALL BE INSULATED IF 7' OF COVER CANNOT BEPROVIDED.19. THE CONTRACTOR SHALL PROTECT EXISTING UNDERGROUND UTILITIES AND APPURTENANCESTHAT ARE TO REMAIN FROM DAMAGE DURING CONSTRUCTION OPERATIONS.20. THE LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES AND OTHER ABOVE ANDBELOW-GRADE IMPROVEMENTS ARE APPROXIMATE AS SHOWN. IT IS THE CONTRACTOR'SRESPONSIBILITY TO DETERMINE THE EXACT LOCATION, SIZE AND INVERT ELEVATIONS OF EACHPRIOR TO THE START OF CONSTRUCTION.21. A MINIMUM OF 5' SEPARATION IS REQUIRED BETWEEN UTILITIES AND TREES UNLESS A ROOTBARRIER IS UTILIZED.22. GAS, PHONE AND ELECTRIC SERVICES SHOWN FOR INFORMATIONAL PURPOSES ONLY. DRYUTILITY COMPANIES MAY ALTER THE DESIGN LAYOUT DURING THEIR REVIEW. CONTRACTOR TOCOORDINATE FINAL DESIGN AND INSTALLATION WITH UTILITY COMPANIES.23. COORDINATE UTILITY INSTALLATION WITH IRRIGATION DESIGN AND INSTALLATION.24. ALL DIMENSIONS ARE TO FLOW LINE OF CURB UNLESS OTHERWISE NOTED. PERIMETER WALLDIMENSIONS ARE TO INSIDE WALL FACE. REFERENCE ARCHITECTURAL PLANS FOR EXACT WALLWIDTH AND SPECIFICATIONS.25. REFERENCE ARCHITECTURAL PLANS (BY OTHERS). FOR EXACT BUILDING DIMENSIONS, ANDMATERIALS SPECIFICATIONS.26. REFERENCE M.E.P. PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS ANDSPECIFICATIONS.27. CONTRACTOR SHALL REFERENCE STRUCTURAL PLANS (BY OTHERS) FOR MECHANICALEQUIPMENT DIMENSIONS AND PAD PREPARATION SPECIFICATIONS.28. CONTRACTOR SHALL REFERENCE M.E.P PLANS (BY OTHERS) FOR LIGHT POLE WIRING.GRADING AND DRAINAGE NOTES1. GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY THE SUITABILITY OF ALLEXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORESTART OF CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANYDISCREPANCIES.2. THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL ADJUSTBMP'S AS NECESSARY AND REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALLUNTIL A GRASS STAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS.3. CONTRACTOR SHALL ENSURE THERE IS POSITIVE DRAINAGE FROM THE PROPOSED BUILDINGSSO THAT SURFACE RUNOFF WILL DRAIN BY GRAVITY TO NEW OR EXISTING DRAINAGE OUTLETS.CONTRACTOR SHALL ENSURE NO PONDING OCCURS IN PAVED AREAS AND SHALL NOTIFYENGINEER IF ANY GRADING DISCREPANCIES ARE FOUND IN THE EXISTING AND PROPOSEDGRADES PRIOR TO PLACEMENT OF PAVEMENT OR UTILITIES.4. CONTRACTOR SHALL PROTECT ALL MANHOLE COVERS, VALVE COVERS, VAULT LIDS, FIREHYDRANTS, POWER POLES, GUY WIRES, AND TELEPHONE BOXES THAT ARE TO REMAIN INPLACE AND UNDISTURBED DURING CONSTRUCTION. EXISTING CASTINGS AND STRUCTURES TOREMAIN SHALL BE ADJUSTED TO MATCH THE PROPOSED FINISHED GRADES.5. BACKFILL FOR UTILITY LINES SHALL BE PLACED PER DETAILS, STANDARDS, ANDSPECIFICATIONS SO THAT THE UTILITY WILL BE STABLE. WHERE UTILITY LINES CROSS THEPARKING LOT, THE TOP 6 INCHES SHALL BE COMPACTED SIMILARLY TO THE REMAINDER OF THELOT. UTILITY DITCHES SHALL BE VISUALLY INSPECTED DURING THE EXCAVATION PROCESS TOENSURE THAT UNDESIRABLE FILL IS NOT USED.6. CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF 4" OF TOPSOIL ATCOMPLETION OF WORK. ALL UNPAVED AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BYCONSTRUCTION SHALL BE REGRADED AND SODDED.7. AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTORSHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALLADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF.CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES AREDISCOVERED.8. WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE CONTRACTORSHALL SAW CUT FULL DEPTH FOR A SMOOTH AND STRAIGHT JOINT AND REPLACE THEPAVEMENT WITH THE SAME TYPE AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED.9. THE CONTRACTOR SHALL INSTALL PROTECTION OVER ALL DRAINAGE STRUCTURES FOR THEDURATION OF CONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALLDRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE ENDOF CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS.10. IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIREDPERMITS. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE DESIGN ENGINEERPRIOR TO ANY EXCAVATION.11. FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCALJURISDICTIONAL AGENCY OR TO DOT STANDARDS. IN THE EVENT THAT THE CONTRACTDOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THEMOST STRINGENT SHALL GOVERN.12. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THEAREAS SHALL THEN BE SODDED OR SEEDED AS SPECIFIED IN THE PLANS, FERTILIZED,MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALLAREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOBSHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALLEARTHEN AREAS WILL BE SODDED OR SEEDED AND MULCHED AS SHOWN ON THELANDSCAPING PLAN.13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING ANDSCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OROTHER SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALLGOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION.14. SOD, WHERE CALLED FOR, MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN48 HOURS OF COMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TOPREVENT EROSION, SEDIMENTATION OR TURBID DISCHARGES.15. THE CONTRACTOR SHALL ENSURE THAT LANDSCAPE ISLAND PLANTING AREAS AND OTHERPLANTING AREAS ARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THECONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALLAREAS ON THE SITE TO BE PLANTED AND PROPERLY DISPOSED OF IN A LEGAL MANNER.16. THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PERMANUFACTURER'S RECOMMENDATIONS AND DOT SPECIFICATION.17. ALL CONCRETE/ASPHALT SHALL BE INSTALLED PER GEOTECH REPORT, CITY OF GOLDENVALLEY AND DOT SPECIFICATIONS.18. SPOT ELEVATIONS ARE TO FLOWLINE OF CURB UNLESS OTHERWISE NOTED.19. LIMITS OF CONSTRUCTION ARE TO THE PROPERTY LINE UNLESS OTHERWISE SPECIFIED ON THEPLAN.20. IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELDCONDITIONS AND CONSTRUCTION DOCUMENTS.21. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, ANDSHALL REPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTIONWITHOUT COMPENSATION.22. BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE.23. ALL PROPOSED GRADES ONSITE SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE INDICATED ONTHE PLANS. ANY SLOPES STEEPER THAN 4:1 REQUIRE EROSION AND SEDIMENT CONTROLBLANKET.24. ADHERE TO ALL TERMS AND CONDITIONS AS NECESSARY IN THE GENERAL N.P.D.E.S. PERMITAND STORMWATER POLLUTION PREVENTION PLAN FOR STORMWATER DISCHARGEASSOCIATED WITH CONSTRUCTION ACTIVITIES.25. ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT ANDCONTINUOUS GRADE.26. CONTRACTOR SHALL ENSURE MINIMUM GRADES ARE MET WITHIN PAVED AREAS, 1.2% FORASPHALT PAVING AND 0.6% FOR CONCRETE PAVING.EROSION CONTROL NOTES1. THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSIONCONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED INTHE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS ANDRELATED DOCUMENTS.2. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTIONPREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN ANDTHE STATE OF MN NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT(NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS.3. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE,OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE CONTRACTOR SHALLIMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY OR OWNER.4. SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENTTHE TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. ALL SEDIMENT SPILLED,DROPPED, WASHED, OR TRACKED ON A PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY.WHEN WASHING IS REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLICROADWAY, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINSINTO AN APPROVED SEDIMENT BASIN. ALL FINES IMPOSED FOR DISCHARGING SEDIMENT ONTOPUBLIC AREAS SHALL BE PAID BY THE CONTRACTOR.5. TEMPORARY SEEDING OR OTHER APPROVED METHODS OF STABILIZATION SHALL BE INITIATEDWITHIN 7 DAYS OF THE LAST DISTURBANCE ON ANY AREA OF THE SITE.6. THE CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR ASREQUIRED BY THE GENERAL PERMIT.7. CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICHSHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEEPARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILETFACILITIES.8. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.)SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED.9. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BEMAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICALSPILLS AND LEAKS.10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOROILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONSIS PROHIBITED.11. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTOSEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISESTHROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES ORWATERS OF THE STATE.12. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THE PLAN SHALL BEINITIATED AS SOON AS IS PRACTICABLE.13. ALL STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED SUCH THAT THEY WILL NOTADVERSELY AFFECT STORM WATER QUALITY. OTHERWISE, COVERING OR ENCIRCLING THESEAREAS WITH SOME PROTECTIVE MEASURE WILL BE NECESSARY.14. CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL DEVICEWHICH THEY DISTURB. EACH CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OFANY DEFICIENCIES IN THE ESTABLISHED EROSION CONTROL MEASURES THAT MAY LEAD TOUNAUTHORIZED DISCHARGE OR STORM WATER POLLUTION, SEDIMENTATION, OR OTHERPOLLUTANTS. UNAUTHORIZED POLLUTANTS INCLUDE (BUT ARE NOT LIMITED TO) EXCESSCONCRETE DUMPING OR CONCRETE RESIDUE, PAINTS, SOLVENTS, GREASES, FUEL ANDLUBRICANT OIL, PESTICIDES, AND ANY SOLID WASTE MATERIALS.15. EROSION CONTROL DEVICES SHOWN ON THESE PLANS SHALL BE INSTALLED PRIOR TO THESTART OF LAND-DISTURBING ACTIVITIES ON THE PROJECT.16. ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVEDPLANS AND SPECIFICATIONS FOR THIS PROJECT. CHANGES ARE TO BE APPROVED BEFORECONSTRUCTION BY THE DESIGN ENGINEER AND THE CITY OF GOLDEN VALLEY ENGINEERINGDIVISION.17. IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITESEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL PLAN WILL HAVE TO BE REVISEDAND/OR ADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED ON SITE. ANY REVISIONSTO THE EROSION CONTROL PLAN MADE BY THE CONTRACTOR MUST BE APPROVED BY THEENGINEER.EROSION CONTROL MAINTENANCEALL MEASURES STATED ON THE EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORMWATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION ASREQUIRED BY ALL JURISDICTIONS UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OFWORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROLMEASURES SHALL BE CHECKED BY A CERTIFIED PERSON AT LEAST ONCE EVERY 7 CALENDAR DAYSAND WITHIN 24 HOURS OF THE END OF A 0.5" RAINFALL EVENT, AND CLEANED AND REPAIRED INACCORDANCE WITH THE FOLLOWING:INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOWSIGNS OF UNDERMINING, OR DETERIORATION.1. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND ISMAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED AND RESEEDED AS NEEDED. FORMAINTENANCE REQUIREMENTS REFER TO THE STANDARD SPECIFICATIONS.2. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENTSHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-THIRD THE HEIGHT OF THESILT FENCE.3. THE CONSTRUCTION ENTRANCE(S) SHALL BE MAINTAINED IN A CONDITION WHICH WILLPREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIREPERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND.4. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLEFOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THETEMPORARY PARKING AS CONDITIONS DEMAND.5. ALL MAINTENANCE OPERATIONS SHALL BE DONE IN A TIMELY MANNER BUT IN NO CASE LATERTHAN 2 CALENDAR DAYS FOLLOWING THE INSPECTION.PAVING AND STRIPING NOTES1. ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN JURISDICTION'SRIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH LOCAL OR COUNTY SPECIFICATIONS ANDSTANDARDS (LATEST EDITION) OR DOT SPECIFICATIONS AND STANDARDS (LATEST EDITION) IFNOT COVERED BY LOCAL OR COUNTY REGULATIONS.2. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TOMANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D) AND CITY STANDARDS.3. CONTRACTOR SHALL FURNISH ALL PAVEMENT MARKINGS FOR FIRE LANES, ROADWAY LANES,PARKING STALLS, ACCESSIBLE PARKING SYMBOLS, ACCESS AISLES, STOP BARS AND SIGNS,AND MISCELLANEOUS STRIPING WITHIN THE PARKING LOT AS SHOWN ON THE PLANS.4. ALL EXPANSION JOINTS SHALL EXTEND THROUGH THE CURB.5. THE MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS SHALL BE 2 FEET.6. ALL JOINTS, INCLUDING EXPANSION JOINTS WITH REMOVABLE TACK STRIPS, SHALL BE SEALEDWITH JOINT SEALANT.7. THE MATERIALS AND PROPERTIES OF ALL CONCRETE SHALL MEET THE APPLICABLEREQUIREMENTS IN THE A.C.I. (AMERICAN CONCRETE INSTITUTE) MANUAL OF CONCRETEPRACTICE.8. CONTRACTOR SHALL APPLY A SECOND COATING OVER ALL PAVEMENT MARKINGS PRIOR TOACCEPTANCE BY OWNER FOLLOWED BY A COAT OF GLASS BEADS AS APPLICABLE PER THEPROJECT DOCUMENTS.9. ANY EXISTING PAVEMENT, CURBS AND/OR SIDEWALKS DAMAGED OR REMOVED WILL BEREPAIRED BY THE CONTRACTOR AT HIS EXPENSE TO THE SATISFACTION OF THE ENGINEER ANDOWNER.10. BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY SUITABLE ACCESSIBLE ROUTES(PER A.D.A). GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSINGDRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASESHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALLSIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPESEXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5%TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATESSHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADACRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGEORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES.11. MAXIMUM JOINT SPACING IS TWICE THE DEPTH OF THE CONCRETE PAVEMENT IN FEET.REFER TO GEOTECHNICAL REPORT NO. <XXXX><CONSULTANT><LOCATION>DATED <MONTH, DAY, YEAR>C100GENERALNOTES PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:NOT FORCONSTRUCTION160576021ER/AN DDGOLDEN VALLEYBUSINESS CENTERGOLDEN VALLEYBUSINESS CENTERGOLDEN VALLEY, MNNo. Description Date 2021 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.\\twcfp01\MW_TWC\TWC_LDEV\United_Properties\GOLDEN VALLEY INDUSTRIAL\3 Design\CAD\PlanSheets\EXISTING CONDITIONS PLAN.dwg September 23, 2021 - 8:25pm C200SURVEY PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:NOT FORCONSTRUCTION160576021ER/AN DDGOLDEN VALLEYBUSINESS CENTERGOLDEN VALLEYBUSINESS CENTERGOLDEN VALLEY, MNNo. Description Date 2021 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.\\twcfp01\MW_TWC\TWC_LDEV\United_Properties\GOLDEN VALLEY INDUSTRIAL\3 Design\CAD\PlanSheets\EXISTING CONDITIONS PLAN.dwg September 23, 2021 - 8:25pm C201SURVEY PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:NOT FORCONSTRUCTION160576021ER/AN DDGOLDEN VALLEYBUSINESS CENTERGOLDEN VALLEYBUSINESS CENTERGOLDEN VALLEY, MNNo. Description Date 2021 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.\\twcfp01\MW_TWC\TWC_LDEV\United_Properties\GOLDEN VALLEY INDUSTRIAL\3 Design\CAD\PlanSheets\EXISTING CONDITIONS PLAN.dwg September 23, 2021 - 8:25pm C202SURVEY COUNTRY C L U B D R I V E DOUGLAS DRIVE NORTHCHICAGO NORTHWESTERN RAILROAD ROW TYP.SITE LIGHTTYP.TYP.TYP.TYP.TYP.SITE LIGHTTYP.SITE LIGHTTYP.TYP.TYP.TYP.TYP.TYP.RELO.CBTYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.GGGDDDDDBBCAAAAEEHIJJEFFFLKEEEEEEEEBBBHLLLHFFFPROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:NOT FORCONSTRUCTION160576021ER/AN DDGOLDEN VALLEYBUSINESS CENTERGOLDEN VALLEYBUSINESS CENTERGOLDEN VALLEY, MNNo. Description Date 2021 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.\\twcfp01\MW_TWC\TWC_LDEV\United_Properties\GOLDEN VALLEY INDUSTRIAL\3 Design\CAD\PlanSheets\C2-DEMO PLAN.dwg September 23, 2021 - 8:26pm 1. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATIONAPPROVED BY ALL GOVERNING AUTHORITIES) ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS,PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS ON THEPLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLEMATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE PROJECTDOCUMENTS.2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THEDEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITSREQUIRED FOR DEMOLITION AND DISPOSAL. CONTRACTOR SHALL PROVIDE COPIES OF THE PERMIT ANDRECEIPTS OF DISPOSAL OF MATERIALS TO THE OWNER AND OWNERS REPRESENTATIVE.3. THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES.UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE CONSTRUCTIONMANAGER AND COORDINATION WITH THE ADJACENT PROPERTIES AND/OR THE CITY.4. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVALAND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANYCONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCESAND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THECONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES.5. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINED FROM THEBEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THEENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANYDEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR LOCATIONS OFEXISTING UTILITIES WITHIN ALL AREAS OF PROPOSED WORK.6. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACTLOCATION, OR AS ANY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS ANDPROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITYCOMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINESBEFORE PRECEDING WITH THE WORK.7. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING TO BE REMOVEDOR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIMESHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY ISNECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSEATTENTION TO EXISTING UTILITIES WITHIN ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION.8. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES,ETC. (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY THE CONSTRUCTIONMANAGER. MAINTENANCE OF TRAFFIC CONTROL SHALL BE COORDINATED IN ACCORDANCE WITHXXXXXXX, <COUNTY> COUNTY AND XX/DOT.9. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES DURING CONSTRUCTION, ANDSHALL NOTIFY ALL PROPERTIES IF ACCESS WILL BE INTERRUPTED OR ALTERED AT ANY TIME DURINGCONSTRUCTION.10. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED.11. CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT ISREQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OFTHE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL ANDREPAIR.12. THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE FIRE DEPT. AND THE CITY WATERDEPARTMENT TO PLAN PROPOSED IMPROVEMENTS AND TO ENSURE ADEQUATE FIRE PROTECTION ISCONSTANTLY AVAILABLE TO THE SITE THROUGHOUT THIS SPECIFIC WORK AND THROUGH ALL PHASESOF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING/PROVIDING ANY REQUIREDWATER MAIN SHUT OFFS WITH THE CITY OF XXXXXXX DURING CONSTRUCTION. ANY COSTS ASSOCIATEDWITH WATER MAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRACOMPENSATION WILL BE PROVIDED.13. REFER TO SURVEY FOR ALL EXISTING INVERT AND RIM ELEVATIONS.14. ALL UTILITIES SHOWN ARE EXISTING UTILITIES.15. IN THE EVENT A WELL IS FOUND, THE CONTRACTOR SHALL CONTACT THE ENGINEER AND OWNERIMMEDIATELY. ALL WELLS SHALL BE SEALED BY A LICENSED WELL CONTRACTOR IN ACCORDANCE WITHALL STATE OF XX REQUIREMENTS.16. IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR SHALLCONTACT THE OWNER AND/OR OWNERS REPRESENTATIVE IMMEDIATELY. ALL CONTAINERS SHALL BEDISPOSED OF AT A PERMITTED LANDFILL PER THE PROJECT DOCUMENTS.17. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING DRAINTILE IS ENCOUNTERED ON SITE. NOACTIVE DRAINTILE SHALL BE REMOVED WITHOUT APPROVAL FROM THE ENGINEER.DEMOLITION PLAN NOTESNORTH LIMITS OF CONSTRUCTIONREMOVE BITUMINOUS SURFACEREMOVE CONCRETE SURFACEREMOVE BUILDINGREMOVE TREEREMOVE CONCRETE CURB & GUTTERREMOVE UTILITY LINESPROPERTY LINEEXISTING OVERHEAD POWER LINEEXISTING CHAINLINK FENCEEXISTING J-BARRIEREXISTING RETAINING WALLEXISTING SANITARY SEWEREXISTING STORM SEWEREXISTING WATERMAINEXISTING GAS MAINEXISTING UNDERGROUND TELEPHONEEXISTING UNDERGROUND CABLEEXISTING CONTOUREXISTING SIGNEXISTING FLARED END SECTIONEXISTING STORM MANHOLEEXISTING STORM CATCHBASINEXISTING GAS METEREXISTING POST INDICATOR VALVEEXISTING WELLEXISTING AUTOMATIC SPRINKLEREXISTING ROOF DRAINEXISTING GATE VALVEEXISTING HYDRANTEXISTING METAL COVEREXISTING ELECTRICAL METEREXISTING AIR CONDITIONEREXISTING TELEPHONE MANHOLEEXISTING CABLE BOXEXISTING GUY WIREEXISTING POWER POLEEXISTING LIGHT POLEEXISTING TREECLEARING & GRUBBINGFILL & ABANDON UTILITY LINESEXISTING CURB & GUTTERLEGENDFULL DEPTH SAWCUTREMOVE EXISTING BITUMINOUS SURFACEREMOVE EXISTING CONCRETE SURFACEREMOVE EXISTING BUILDINGREMOVE CLEARING AND GRUBBINGREMOVE EXISTING UTILITYPROTECT EXISTING UTILITYREMOVE EXISTING WETLANDREMOVE EXISTING TREEREMOVE EXISTING SIGNPROTECT EXISTING FIRE HYDRANTREMOVE EXISTING FIRE HYDRANTREMOVE EXISTING CURB AND GUTTERKEYNOTE LEGENDABCDEFGHIJKLC203 DEMOLITIONPLAN 1418920181818181817171881717161614141418181818181818920NO PARKINGNO PARKINGNO PARKING NO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGN78°44'05" W 329.98 35 FT PARKING ANDBUILDING SETBACK10 FT PARKING SETBACK20 FT BUILDING SETBACK10 FT PARKING SETBACK20 FT BUILDING SETBACK35 FT PARKING AND BUILDING SETBACK10 FT PARKING SETBACK20 FT BUILDING SETBACKPROPOSEDBUILDING 1182,000 SFFFE: 889.00DOUGLAS DRIVEPROPOSEDBUILDING 2 217,000 SFFFE: 892.16COUNTRY CLUB DRIVE DOUGLAS DRIVEGOLDEN VALLEY GOLFRIGHT OF WAYCHICAGO NORTHWESTERN RAILROADRIGHT OF WAY20 FT TRANSMISSION LINE EASEMENT50 FT WIDE STREET ANDHIGHWAY EASEMENT14 FT WIDE TRAILEASEMENT35 FT PARKING ANDBUILDING SETBACKN0°24'11"E271.00'ADAADA ADA ADA ADAADA ADAADA ADA ADA ADA ADA ADAADAADAADA ADAADA ADAADAADAADASEE SHEET C304 -ADA ENLARGEMENT 1SEE SHEET C304 -ADA ENLARGEMENT 2SEE SHEET C304 -ADA ENLARGEMENT 4SEE SHEET C304 -ADA ENLARGEMENT 3PROPOSED LOT LINEN89°35'49"W 880.29'PROPOSED CURB AND GUTTERPROPERTY LINEPROPOSED FENCESETBACK LINERETAINING WALLPROPOSED STANDARD DUTY ASPHALTPROPOSED CONCRETE PAVEMENTPROPOSED STORMWATER MANAGEMENT AREAPROPOSED CONCRETE SIDEWALKLEGENDPROPOSED HEAVY DUTY ASPHALTPROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:NOT FORCONSTRUCTION160576021ER/AN DDGOLDEN VALLEYBUSINESS CENTERGOLDEN VALLEYBUSINESS CENTERGOLDEN VALLEY, MNNo. Description Date 2021 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM © This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.\\twcfp01\MW_TWC\TWC_LDEV\United_Properties\GOLDEN VALLEY INDUSTRIAL\3 Design\CAD\PlanSheets\C3-SITE PLAN.dwg September 23, 2021 - 8:27pm SITE PLAN NOTES1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONSAND CODES AND O.S.H.A. STANDARDS.2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACTLOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXITPORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDINGUTILITY ENTRANCE LOCATIONS.3. ALL INNER CURBED RADII ARE TO BE <3'> AND OUTER CURBED RADII ARE TO BE<10'> UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'.4. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISENOTED.5. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED,REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASEBID.6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESSOTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES,STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALLWORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTSAND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALLCOST SHALL BE INCLUDED IN BASE BID.7. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM ASURVEY BY EGAN, FIELD & NOWAK, INC, DATED 08/18/2021.KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OROMISSIONS CONTAINED THEREIN.8. TOTAL LAND AREA IS <30.7> ACRES WITHOUT R.O.W. PURPOSES 28.03 ACRES.9. PYLON / MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS. SIGNS ARESHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TOVERIFY SIZE, LOCATION AND ANY REQUIRED PERMITS NECESSARY FOR THECONSTRUCTION OF THE PYLON / MONUMENT SIGN.10. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING ANDELECTRICAL PLAN.11. NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE ANDUNDERGROUND STRUCTURES, OR OTHER OBSTRUCTIONS SHALL BE LOCATEDWITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESSSPECIFICALLY NOTED ON PLANS OTHERWISE.12. REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS.13. REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTYBOUNDARY DIMENSIONS.14. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT.15. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT.16. ALL PARKING STALLS TO BE <9'> IN WIDTH AND <18.5'> IN LENGTH UNLESSOTHERWISE INDICATED.17. THERE ARE <0.97> ACRES OF WETLAND IMPACTS.18. FOR OFFSITE IMPROVEMENTS, SEE THE <OFFSITE PLANS> IMPROVEMENTS PLANS. NORTH SEE SHEETC301SEE SHEETC302PROPERTY SUMMARYGOLDEN VALLEY BUSINESS CENTERTOTAL PROPERTY AREA1,337,188 SF (30.70 AC)RIGHT OF WAY DEDICATION116,260 SF (2.67 AC)NET PROPERTY AREA1,220,928 SF (28.03 AC)PROPOSED IMPERVIOUS AREA959,817 SF (22.03 AC)PROPOSED PERVIOUS AREA245,889 SF (5.64 AC)TOTAL DISTURBED AREA1,205,706 SF (27.7 AC)ZONING SUMMARYEXISTING ZONINGOFFICEPROPOSED ZONINGLIGHT INDUSTRIALPARKING SETBACKSSIDE/REAR = 10' ROAD = 35'BUILDING SETBACKSFRONT = 35' SIDE = 20'REAR = 20'C301 OVERALL SITEPLANKEYNOTE LEGENDCONCRETE SIDEWALK6" CONCRETE FILLED PIPE BOLLARDMATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTERACCESSIBLE CURB RAMPACCESSIBLE PARKING SIGNACCESSIBLE PARKINGAREA STRIPED WITH 4" SYSL @ 45° 2' O.C.STANDARD DUTY ASPHALT PAVEMENTLANDSCAPE AREA - SEE LANDSCAPE PLANSHEAVY DUTY ASPHALT PAVEMENTHEAVY DUTY CONCRETE PAVEMENTB612 CURB & GUTTER (TYP.)TRANSITION CURBFLAT CURBCOMMERCIAL DRIVEWAY APRONCONCRETE RETAINING WALL- 12" WIDECONCRETE V-GUTTER- 24" WIDEABCDEFGHIJKLMNOPQ 14171714141418181818181818920NO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKING10 FT PARKING SETBACK20 FT BUILDING SETBACKIIIIJJJKCCIIIIIIIIIIIIIAAEEFAAIIAIR5.0'R5.0'R15.0'R15.0'50.0'59.0'42.5' 10.0' 700.0' 10.0' 61.0'61.0'12.0'260.0'60.0'60.0'20.0'40.0'20.0'145.1'24.0'24.0' 20.0'654.0'20.0'HHHH9.0'24.0' 24.0'R15.7531.5'120.0'KI24.0'31.5'20.0'654.0'20.0'31.5'24.0'R15.0'43.0'126.0'9.0'126.0'162.0'9.0'162.0'34.0'162.0'9.0'162.0' 24.0' 29.0'40.0'R5.0'R3.0'PROPOSEDBUILDING 1182,000 SFFFE: 889.00DOUGLAS DRIVEGOLDEN VALLEY GOLFRIGHT OF WAYCHICAGO NORTHWESTERN RAILROADRIGHT OF WAY DOUGLAS DRIVEGOLDEN VALLEY GOLFRIGHT OF WAYCHICAGO NORTHWESTERN RAILROADRIGHT OF WAYR39.0'AATYP.GFGF9.0'18.5'TYP.TYP.TYP.TYP.TYP.TYP.R15.0'ITYP.44.5'316.0'TYP.TYP.TYP.316.0'44.5'TYP.55.0'DDER5.0'R25.0'R25.0'R12.5'R5.0'R5.0'R25.0'R5.0'R25.0'R25.0'R5.0'R25.0'R5.0'R25.0'R5.0'R15.75R25.0'R12.5'R15.75R15.7543.0'N0°24'11"E271.00'R5.0'R15.0'TYP.R3.0'R3.0'R3.0'R3.0'R5.0'R5.0'R5.0'R3.0'R3.0'R3.0'R15.0'R5.0'R5.0'TYP.TYP.TYP.TYP.R5.0'TYP.R5.0'TYP.R3.0'R3.0'R3.0'R3.0'48.33'40.0'40.0'104.6'PQPQ16.6'96.8'181.3'TYP.25.0'29.5'PROPOSED R.O.W.PROPOSED R.O.W.PROPOSED R.O.W.GFDDGFGFFEEEEN89°35'49"W 880.29'R15.0'PROPOSED CURB AND GUTTERPROPERTY LINEPROPOSED FENCESETBACK LINERETAINING WALLPROPOSED STANDARD DUTY ASPHALTPROPOSED CONCRETE PAVEMENTPROPOSED STORMWATER MANAGEMENT AREAPROPOSED CONCRETE SIDEWALKLEGENDPROPOSED HEAVY DUTY ASPHALTPROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:NOT FORCONSTRUCTION160576021ER/AN DDGOLDEN VALLEYBUSINESS CENTERGOLDEN VALLEYBUSINESS CENTERGOLDEN VALLEY, MNNo. Description Date 2021 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.\\twcfp01\MW_TWC\TWC_LDEV\United_Properties\GOLDEN VALLEY INDUSTRIAL\3 Design\CAD\PlanSheets\C3-SITE PLAN.dwg September 23, 2021 - 8:27pm SITE PLAN NOTES1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONSAND CODES AND O.S.H.A. STANDARDS.2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACTLOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXITPORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDINGUTILITY ENTRANCE LOCATIONS.3. ALL INNER CURBED RADII ARE TO BE <3'> AND OUTER CURBED RADII ARE TO BE<10'> UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'.4. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISENOTED.5. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED,REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASEBID.6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESSOTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES,STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALLWORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTSAND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALLCOST SHALL BE INCLUDED IN BASE BID.7. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM ASURVEY BY EGAN, FIELD & NOWAK, INC, DATED 08/18/2021.KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OROMISSIONS CONTAINED THEREIN.8. TOTAL LAND AREA IS <30.7> ACRES WITHOUT R.O.W. PURPOSES 28.03 ACRES.9. PYLON / MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS. SIGNS ARESHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TOVERIFY SIZE, LOCATION AND ANY REQUIRED PERMITS NECESSARY FOR THECONSTRUCTION OF THE PYLON / MONUMENT SIGN.10. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING ANDELECTRICAL PLAN.11. NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE ANDUNDERGROUND STRUCTURES, OR OTHER OBSTRUCTIONS SHALL BE LOCATEDWITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESSSPECIFICALLY NOTED ON PLANS OTHERWISE.12. REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS.13. REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTYBOUNDARY DIMENSIONS.14. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT.15. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT.16. ALL PARKING STALLS TO BE <9'> IN WIDTH AND <18.5'> IN LENGTH UNLESSOTHERWISE INDICATED.17. THERE ARE <0.97> ACRES OF WETLAND IMPACTS.18. FOR OFFSITE IMPROVEMENTS, SEE THE <OFFSITE PLANS> IMPROVEMENTS PLANS. NORTH BUILDING DATA SUMMARYAREASPROPOSED PROPERTY1,220,928 SF (28.03 AC)BUILDING AREA182,000 SF (14% OF TOTALPROPERTY AREA)PARKINGREQUIRED PARKING: OFFICE(20%) WAREHOUSE (80%)146 SPACES @ 1250 36,400 SF49 SPACES @ 13000 145,600 SFTOTAL= 195 SPACESPROPOSED PARKING211 SPACES @1.31 RATIOADA STALLS REQ'D / PROVIDED7 STALLS / 7 STALLSPROPERTY SUMMARYGOLDEN VALLEY BUSINESS CENTERTOTAL PROPERTY AREA1,337,188 SF (30.70 AC)RIGHT OF WAY DEDICATION116,260 SF (2.67 AC)NET PROPERTY AREA1,220,928 SF (28.03 AC)PROPOSED IMPERVIOUS AREA959,817 SF (22.03 AC)PROPOSED PERVIOUS AREA245,889 SF (5.64 AC)TOTAL DISTURBED AREA1,205,706 SF (27.7 AC)ZONING SUMMARYEXISTING ZONINGOFFICEPROPOSED ZONINGLIGHT INDUSTRIALPARKING SETBACKSSIDE/REAR = 10'ROAD = 35'BUILDING SETBACKSFRONT = 35'SIDE = 20'REAR = 20'C302 SITE PLANKEYNOTE LEGENDCONCRETE SIDEWALK6" CONCRETE FILLED PIPE BOLLARDMATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTERACCESSIBLE CURB RAMPACCESSIBLE PARKING SIGNACCESSIBLE PARKINGAREA STRIPED WITH 4" SYSL @ 45° 2' O.C.STANDARD DUTY ASPHALT PAVEMENTLANDSCAPE AREA - SEE LANDSCAPE PLANSHEAVY DUTY ASPHALT PAVEMENTHEAVY DUTY CONCRETE PAVEMENTB612 CURB & GUTTER (TYP.)TRANSITION CURBFLAT CURBCOMMERCIAL DRIVEWAY APRONCONCRETE RETAINING WALL- 12" WIDECONCRETE V-GUTTER- 24" WIDEABCDEFGHIJKLMNOPQ 189201818181818171718817171616NO PARKINGNO PARKINGNO PARKING NO PARKINGNO PARKINGN78°44'05" W 329.98I IJJIII40.0'20.0'120.0'60.0'310.0'12.0'61.0'KHIIEEAAAAAAI50.0'35.0'5.0' 0.5' 61.0' 10.0'700.0'10.0' 61.0' 24.0'31.5'20.0'654.0'20.0'31.5'24.0'R15.0'R3.0'R15.0'GFDGFGFFDIIIIIII43.0'HHHHHILHILHILCCCCCCIIO30.0'CC162.0' 9.0' 162.0'34.0'162.0' 9.0' 162.0'153.0'9.0'144.0'29.0'40.0'COUNTRY CLUB DRIVE DOUGLAS DRIVEPROPOSEDBUILDING 2 217,000 SFFFE: 892.16COUNTRY CLUB DRIVE DOUGLAS DRIVETYP.R15.0'TYP.FFGFGII18.5'9.0'IR49.0'TYP.TYP.TYP.TYP.TYP.44.5'316.0'316.0'44.5'55.0'18.5'TYP.18.5'9.0'TYP. 18.5'9.0'TYP.TYP.DDEEEEER25.0'R25.0'R12.5'R25.0'R25.0'R25.0'R5.0'R25.0'R5.0'R25.0'R25.0'R12.5'R15.75R15.7543.0'48.33'R5.0'R5.0'R5.0'R5.0'R25.0'R49.0'TYP.R3.0'R3.0'R3.0'R3.0'R5.0'R5.0'R5.0'R5.0'R3.0'R3.0'R3.0'R3.0'R5.0'R5.0'R25.0'R5.0'TYP.R5.0'TYP.TYP.TYP.TYP.TYP.102.3'35.0'24.0'QPQPQP69.3'16.7'251.0'20.0' 291.1'35.0'25.0'29.5'PROPOSED R.O.W.PROPOSED R.O.W.N89°35'49"W880.29'PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:NOT FORCONSTRUCTION160576021ER/AN DDGOLDEN VALLEYBUSINESS CENTERGOLDEN VALLEYBUSINESS CENTERGOLDEN VALLEY, MNNo. Description Date 2021 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.\\twcfp01\MW_TWC\TWC_LDEV\United_Properties\GOLDEN VALLEY INDUSTRIAL\3 Design\CAD\PlanSheets\C3-SITE PLAN.dwg September 23, 2021 - 8:27pm BUILDING DATA SUMMARYAREASPROPOSED PROPERTY1,220,928 SF (28.03 AC)BUILDING AREA217,000 SF (17% OF TOTALPROPERTY AREA)PARKINGREQUIRED PARKING: OFFICE(20%) WAREHOUSE (80%)174 SPACES @ 1250 36,400 SF58 SPACES @ 13000 173,600 SFTOTAL= 232 SPACESPROPOSED PARKING263 SPACES @ 1.21 RATIOADA STALLS REQ'D / PROVIDED7 STALLS / 7 STALLSPROPOSED CURB AND GUTTERPROPERTY LINEPROPOSED FENCESETBACK LINERETAINING WALLPROPOSED STANDARD DUTY ASPHALTPROPOSED CONCRETE PAVEMENTPROPOSED STORMWATER MANAGEMENT AREAPROPOSED CONCRETE SIDEWALKLEGENDPROPOSED HEAVY DUTY ASPHALTKEYNOTE LEGENDCONCRETE SIDEWALK6" CONCRETE FILLED PIPE BOLLARDMATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTERACCESSIBLE CURB RAMPACCESSIBLE PARKING SIGNACCESSIBLE PARKINGAREA STRIPED WITH 4" SYSL @ 45° 2' O.C.STANDARD DUTY ASPHALT PAVEMENTLANDSCAPE AREA - SEE LANDSCAPE PLANSHEAVY DUTY ASPHALT PAVEMENTHEAVY DUTY CONCRETE PAVEMENTB612 CURB & GUTTER (TYP.)TRANSITION CURBFLAT CURBCOMMERCIAL DRIVEWAY APRONCONCRETE RETAINING WALL- 12" WIDECONCRETE V-GUTTER- 24" WIDEABCDEFGHIJKLMNOPQSITE PLAN NOTES1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONSAND CODES AND O.S.H.A. STANDARDS.2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACTLOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXITPORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDINGUTILITY ENTRANCE LOCATIONS.3. ALL INNER CURBED RADII ARE TO BE <3'> AND OUTER CURBED RADII ARE TO BE<10'> UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'.4. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISENOTED.5. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED,REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASEBID.6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESSOTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES,STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALLWORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTSAND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALLCOST SHALL BE INCLUDED IN BASE BID.7. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM ASURVEY BY EGAN, FIELD & NOWAK, INC, DATED 08/18/2021.KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OROMISSIONS CONTAINED THEREIN.8. TOTAL LAND AREA IS <30.7> ACRES WITHOUT R.O.W. PURPOSES 28.03 ACRES.9. PYLON / MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS. SIGNS ARESHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TOVERIFY SIZE, LOCATION AND ANY REQUIRED PERMITS NECESSARY FOR THECONSTRUCTION OF THE PYLON / MONUMENT SIGN.10. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING ANDELECTRICAL PLAN.11. NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE ANDUNDERGROUND STRUCTURES, OR OTHER OBSTRUCTIONS SHALL BE LOCATEDWITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESSSPECIFICALLY NOTED ON PLANS OTHERWISE.12. REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS.13. REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTYBOUNDARY DIMENSIONS.14. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT.15. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT.16. ALL PARKING STALLS TO BE <9'> IN WIDTH AND <18.5'> IN LENGTH UNLESSOTHERWISE INDICATED.17. THERE ARE <0.97> ACRES OF WETLAND IMPACTS.18. FOR OFFSITE IMPROVEMENTS, SEE THE <OFFSITE PLANS> IMPROVEMENTS PLANS. NORTH PROPERTY SUMMARYGOLDEN VALLEY BUSINESS CENTERTOTAL PROPERTY AREA1,337,188 SF (30.70 AC)RIGHT OF WAY DEDICATION116,260 SF (2.67 AC)NET PROPERTY AREA1,220,928 SF (28.03 AC)PROPOSED IMPERVIOUS AREA959,817 SF (22.03 AC)PROPOSED PERVIOUS AREA245,889 SF (5.64 AC)TOTAL DISTURBED AREA1,205,706 SF (27.7 AC)ZONING SUMMARYEXISTING ZONINGOFFICEPROPOSED ZONINGLIGHT INDUSTRIALPARKING SETBACKSSIDE/REAR = 10'ROAD = 35'BUILDING SETBACKSFRONT = 35'SIDE = 20'REAR = 20'C303 SITE PLAN NO PARKINGNO PARKINGNO PARKING R3.0'GFDGFGFFDEEEE9.0'9.0'9.0'9.0'9.0'9.0'9.0'AAADAADAADAADAADAADAADAADAADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADAADAADAADAADAADA ADA ADA ADAMNNM12.0'NO PARKINGNO PARKINGNO PARKINGGFDDGFGFFEEEE9.0'9.0'9.0'9.0'9.0'9.0'9.0'12.0'9.5'ANNMAMADAADAADAADAADAADAADAADAADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADAADAADAADAADAADA ADA ADA ADA12.0'NO PARKINGNO PARKINGEEFAGFGFDDE9.0'9.0'9.0'9.0'9.0'10.0'MNNADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADA MNO PARKINGNO PARKINGEEFFGFGDDE9.0'9.0'9.0'9.0'9.0'10.0'NNMADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADA ADAADAADAMPROPOSED CURB AND GUTTERPROPERTY LINEPROPOSED FENCESETBACK LINERETAINING WALLPROPOSED STANDARD DUTY ASPHALTPROPOSED CONCRETE PAVEMENTPROPOSED STORMWATER MANAGEMENT AREAPROPOSED CONCRETE SIDEWALKLEGENDPROPOSED HEAVY DUTY ASPHALTPROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:NOT FORCONSTRUCTION160576021ER/AN DDGOLDEN VALLEYBUSINESS CENTERGOLDEN VALLEYBUSINESS CENTERGOLDEN VALLEY, MNNo. Description Date 2021 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\United_Properties\GOLDEN VALLEY INDUSTRIAL\3 Design\CAD\PlanSheets\C3-SITE PLAN.dwg September 23, 2021 - 8:28pm SITE PLAN NOTES1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONSAND CODES AND O.S.H.A. STANDARDS.2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACTLOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXITPORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDINGUTILITY ENTRANCE LOCATIONS.3. ALL INNER CURBED RADII ARE TO BE <3'> AND OUTER CURBED RADII ARE TO BE<10'> UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'.4. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISENOTED.5. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED,REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASEBID.6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESSOTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES,STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALLWORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTSAND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALLCOST SHALL BE INCLUDED IN BASE BID.7. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM ASURVEY BY EGAN, FIELD & NOWAK, INC, DATED 08/18/2021.KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OROMISSIONS CONTAINED THEREIN.8. TOTAL LAND AREA IS <30.7> ACRES WITHOUT R.O.W. PURPOSES 28.03 ACRES.9. PYLON / MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS. SIGNS ARESHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TOVERIFY SIZE, LOCATION AND ANY REQUIRED PERMITS NECESSARY FOR THECONSTRUCTION OF THE PYLON / MONUMENT SIGN.10. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING ANDELECTRICAL PLAN.11. NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE ANDUNDERGROUND STRUCTURES, OR OTHER OBSTRUCTIONS SHALL BE LOCATEDWITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESSSPECIFICALLY NOTED ON PLANS OTHERWISE.12. REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS.13. REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTYBOUNDARY DIMENSIONS.14. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT.15. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT.16. ALL PARKING STALLS TO BE <9'> IN WIDTH AND <18.5'> IN LENGTH UNLESSOTHERWISE INDICATED.17. THERE ARE <0.97> ACRES OF WETLAND IMPACTS.18. FOR OFFSITE IMPROVEMENTS, SEE THE <OFFSITE PLANS> IMPROVEMENTS PLANS. NORTH C304 SITE PLAN ADAENLARGEMENTSKEYNOTE LEGENDCONCRETE SIDEWALK6" CONCRETE FILLED PIPE BOLLARDMATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTERACCESSIBLE CURB RAMPACCESSIBLE PARKING SIGNACCESSIBLE PARKINGAREA STRIPED WITH 4" SYSL @ 45° 2' O.C.STANDARD DUTY ASPHALT PAVEMENTLANDSCAPE AREA - SEE LANDSCAPE PLANSHEAVY DUTY ASPHALT PAVEMENTHEAVY DUTY CONCRETE PAVEMENTB612 CURB & GUTTER (TYP.)TRANSITION CURBFLAT CURBCOMMERCIAL DRIVEWAY APRONCONCRETE RETAINING WALL- 12" WIDECONCRETE V-GUTTER- 24" WIDEABCDEFGHIJKLMNOPQSCALE 1"=10'ADA ENLARGEMENT4SCALE 1"=10'ADA ENLARGEMENT1SCALE 1"=10'ADA ENLARGEMENT2SCALE 1"=10'ADA ENLARGEMENT3 1418920PROPOSEDBUILDING 2 217,000 SFFFE: 892.16PROPOSEDBUILDING 1182,000 SFFFE: 889.00COUNTRY C L U B D R I V E DOUGLAS DRIVE(COUNTY ROAD 102)GOLDEN VALLEY GOLFRIGHT OF WAY181818181817171881717161614141418181818181818920CHICAGO NORTHWESTERN RAILROADRIGHT OF WAY NO PARKINGNO PARKINGNO PARKING NO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGDDDD D D D875880880885875880885 885 883 884 886 887 88 5 883 884 886 887 885 883 884 886 887885885883 884886887887888 887888 887888 887888 887 8808858908 8 6 8878 8 8 8 8 9 891895 900 905915 885890895 900883884886887888889891892 893 894 896897898 899901 902 903 880880 881881882 90 5910 90490 6 90 7 90 8 9 0 9 9 1 1 9 1 2 9 1 3 900 905 898 899 901 902903904 90690 7908890891890895887888889891892893894900896897898899901880880885876876877877878878878878879879881881882882883883884884 886 891891891891885890895875880885 875880885 905895 900 905 884 884 884 884 PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:NOT FORCONSTRUCTION160576021ER/AN DDGOLDEN VALLEYBUSINESS CENTERGOLDEN VALLEYBUSINESS CENTERGOLDEN VALLEY, MNNo. Description Date 2021 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM © This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.\\twcfp01\MW_TWC\TWC_LDEV\United_Properties\GOLDEN VALLEY INDUSTRIAL\3 Design\CAD\PlanSheets\C4-GRADING PLAN.dwg September 23, 2021 - 8:29pm NORTH GRADING PLAN NOTES1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF XXXXXXX,SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS.2. CONTRACTOR TO CALL GOPHER STATE CALL ONE @ <1-800-252-1166> AT LEAST TWOWORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS.3. STORM SEWER PIPE SHALL BE AS FOLLOWS:RCP PER ASTM C-76HDPE: 0" - 10" PER AASHTO M-252HDPE: 12" OR GREATER PER ASTM F-2306PVC SCH. 40 PER ASTM D-1785STORM SEWER FITTINGS SHALL BE AS FOLLOWS:RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443HDPE PER ASTM 3212PVC PER ASTM D-3034, JOINTS PER ASTM D-32124. CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTINGUTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THECONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANYDISCREPANCIES OR VARIATIONS.5. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TOHELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES.WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THEEXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTINGPAVEMENT.6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL.7. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORMSEWER ALIGNMENTS.8. GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TOSUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE.9. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONEDUTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OFTHE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE.10. REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICELAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION.11. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB ANDGUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE.12. INSTALL A MINIMUM OF <4" CLASS 5> AGGREGATE BASE UNDER CURB AND GUTTER ANDCONCRETE SIDEWALKS.13. UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALLSTREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BERE-VEGETATED WITH A MINIMUM OF <4" OF TOPSOIL>.14. ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISENOTED.15. GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSINGDRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NOCASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NOCASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINALSIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS ORAISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNALBUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFYENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TOPAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCEISSUES.16. MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS.17. CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IFLESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER INLANDSCAPE AREAS.18. ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE AT ELEVATION <XXX.XX>OR LOWER UNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR ROOF DRAINCONNECTION.19. ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDINGMANHOLE CONNECTIONS.20. ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENTPLUMBING CODE.21. MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE INCONCRETE PAVEMENT AREAS.22. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB"WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENTDRAINS AWAY FROM GUTTER.PROPOSED STORM SEWERPROPOSED STORM SEWERPROPERTY LINEEXISTING CONTOURPROPOSED CONTOUR925PROPOSED SPOT ELEVATION100.00LEGENDPROPOSED HIGH POINT ELEVATION HP:0.0PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0G:0.00T:0.00PROPOSED EMERGENCY OVERFLOW T/G:0.0EOF:0.00.0%PROPOSED DRAINAGE DIRECTION 0.00%PROPOSED ADA SLOPE ME:0.0MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING)PROPOSED STORM MANHOLE (ROUND INLET CASTING)PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING)PROPOSED STORM SEWER CLENOUTPROPOSED RIPRAPPROPOSED FLARED END SECTIONCODC400GRADING PLAN 14PROPOSEDBUILDING 1182,000 SFFFE: 889.00DOUGLAS DRIVE(COUNTY ROAD 102)GOLDEN VALLEY GOLF171714141418181818181818920CHICAGO NORTHWESTERN RAILROADRIGHT OF WAY NO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGD D D1.27%1.25%1.56%1.36%1.58% 1.60% 2.66% 2.12% 1.22%1.18% 1.03% 1.23%1.30%2.39%2.86%1.20% 1.20%1.17% 3.17%4.82%3.24%1.01%1.00%7.67%1.20%5.09%1.00%1.00%2.00%7.67%875 880 880 885 875 880 885 885 883 884 88 5 883 884 885 883 884 885885883 884886887887888 887 888 887 888 887 888 887 880885880 8 8 0 8818 8 1 8 8 2 890895887888889891892893894900896897898899901880 880885876876877877878878878878879879881 881 882882 883883884 884 885890895875 880 885 875 880 885 884 884 884 8841.00%3.78%882.66882.18882.28885.29885.39884.88884.88885.13885.28885.29885.28885.13884.88884.88884.48884.40884.40884.36884.11885.20885.42885.41888.18888.24888.40888.40888.15888.13888.40887.89887.89884.70886.91880.62880.14880.22881.59888.18888.06888.06888.28887.97888.28887.77887.71887.55888.28888.06888.12888.06888.12888.28888.28888.12888.06888.06HP:888.24888.18888.24888.40888.40888.24HP:888.18885.54885.33884.11884.36884.40889.00885.40884.40889.00889.00885.40883.68883.83884.08883.81884.06883.66883.68883.84884.08884.06883.83883.66887.67887.83HP:887.89887.67887.83887.89HP:888.24887.77887.95887.55887.55887.55LP:882.84883.68LP:882.84LP:883.32HP:884.08LP:883.32LP:882.85HP:883.68LP:882.83LP:883.32HP:884.08LP:883.32HP:885.28LP:884.49LP:884.50LP:884.49HP:885.28LP:884.49LP:886.36888.40LP:886.72HP:887.55LP:886.72LP:886.72HP:887.55HP:887.55LP:887.56HP:887.89LP:887.56884.40LP:883.99884.40884.40887.77888.05888.05888.04888.02888.01888.28888.28888.28888.28888.28888.28887.99887.77887.71887.71887.77886.16889.00881.95G:895.16G:895.84G:891.57888.14887.89890.50894.62LP:887.13LP:887.13PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:NOT FORCONSTRUCTION160576021ER/AN DDGOLDEN VALLEYBUSINESS CENTERGOLDEN VALLEYBUSINESS CENTERGOLDEN VALLEY, MNNo. Description Date 2021 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM © This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.\\twcfp01\MW_TWC\TWC_LDEV\United_Properties\GOLDEN VALLEY INDUSTRIAL\3 Design\CAD\PlanSheets\C4-GRADING PLAN.dwg September 23, 2021 - 8:29pm 0.0%PROPOSED DRAINAGE DIRECTION 0.00%PROPOSED ADA SLOPE NORTH GRADING PLAN NOTES1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF XXXXXXX,SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS.2. CONTRACTOR TO CALL GOPHER STATE CALL ONE @ <1-800-252-1166> AT LEAST TWOWORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS.3. STORM SEWER PIPE SHALL BE AS FOLLOWS:RCP PER ASTM C-76HDPE: 0" - 10" PER AASHTO M-252HDPE: 12" OR GREATER PER ASTM F-2306PVC SCH. 40 PER ASTM D-1785STORM SEWER FITTINGS SHALL BE AS FOLLOWS:RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443HDPE PER ASTM 3212PVC PER ASTM D-3034, JOINTS PER ASTM D-32124. CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTINGUTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THECONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANYDISCREPANCIES OR VARIATIONS.5. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TOHELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES.WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THEEXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTINGPAVEMENT.6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL.7. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORMSEWER ALIGNMENTS.8. GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TOSUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE.9. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONEDUTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OFTHE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE.10. REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICELAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION.11. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB ANDGUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE.12. INSTALL A MINIMUM OF <4" CLASS 5> AGGREGATE BASE UNDER CURB AND GUTTER ANDCONCRETE SIDEWALKS.13. UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALLSTREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BERE-VEGETATED WITH A MINIMUM OF <4" OF TOPSOIL>.14. ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISENOTED.15. GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSINGDRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NOCASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NOCASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINALSIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS ORAISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNALBUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFYENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TOPAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCEISSUES.16. MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS.17. CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IFLESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER INLANDSCAPE AREAS.18. ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE AT ELEVATION <XXX.XX>OR LOWER UNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR ROOF DRAINCONNECTION.19. ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDINGMANHOLE CONNECTIONS.20. ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENTPLUMBING CODE.21. MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE INCONCRETE PAVEMENT AREAS.22. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB"WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENTDRAINS AWAY FROM GUTTER.PROPOSED STORM SEWERPROPOSED STORM SEWERPROPERTY LINEEXISTING CONTOURPROPOSED CONTOUR925PROPOSED SPOT ELEVATION100.00LEGENDPROPOSED HIGH POINT ELEVATION HP:0.0PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0G:0.00T:0.00PROPOSED EMERGENCY OVERFLOW T/G:0.0EOF:0.0ME:0.0MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING)PROPOSED STORM MANHOLE (ROUND INLET CASTING)PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING)PROPOSED STORM SEWER CLENOUTPROPOSED RIPRAPPROPOSED FLARED END SECTIONCODC401GRADING PLAN 18920PROPOSEDBUILDING 2 217,000 SFFFE: 892.16COUNTRY C L U B D R I V E DOUGLAS DRIVE(COUNTY ROAD 102)GOLDEN VALLEY GOLF1818181818171718817171616NO PARKINGNO PARKINGNO PARKING NO PARKINGNO PARKINGDDDD D2.00%1.00%1.00%1.18% 1.18%1.74%1.78%1.67%1.53% 1.29%7.71%7.47%1.05%1.05%885 883884886887885883884886887885883884886887885885883884 8908 8 6 8878 8 8 8 8 9 891895 900 905915 885890895 900883884886887888889891892 893 894 896897898 899901 902 90390 5 91090490 6 90 7 90 8 9 0 9 9 1 1 9 1 2 9 1 3 900 90 5 898 899 901 902 903 904 90 6 907 908890891886 891891891891885890905 895 900 9058.48%1.54% 1.54% 1.54%887.69887.53887.53892.16892.16887.33887.61891.56891.34891.40891.56891.24891.34891.56890.99891.05890.83HP:890.96890.89890.73891.22891.46891.46891.17HP:891.21891.46891.46891.46HP:891.24890.83888.38888.41887.75886.42885.38889.63882.66882.18882.28886.17886.19886.18885.29885.39884.88884.88885.13885.28885.29885.28885.13884.88884.88884.48885.67886.18887.33887.61887.61887.45HP:891.34891.56HP:891.05890.83890.99891.40891.56891.56890.91890.08891.07891.56891.34891.05890.83890.95890.89890.73HP:890.95890.73890.73884.08884.06884.08884.06LP:883.32HP:884.08LP:883.32LP:883.32HP:884.08LP:883.32HP:885.28LP:884.49LP:884.50LP:884.49HP:885.28LP:884.49LP:890.38HP:890.83LP:890.38LP:890.15HP:890.73LP:889.90LP:889.90890.73LP:889.90LP:889.30887.53885.53887.53887.53HP:891.21891.46HP:890.88891.46891.02HP:891.24891.38892.16892.16887.69887.21887.70891.46HP:890.88891.46881.95G:892.33G:911.91G:907.44905.14907.41892.00905.13892.55904.27889.83892.89905.43891.16PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:NOT FORCONSTRUCTION160576021ER/AN DDGOLDEN VALLEYBUSINESS CENTERGOLDEN VALLEYBUSINESS CENTERGOLDEN VALLEY, MNNo. Description Date 2021 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM © This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.\\twcfp01\MW_TWC\TWC_LDEV\United_Properties\GOLDEN VALLEY INDUSTRIAL\3 Design\CAD\PlanSheets\C4-GRADING PLAN.dwg September 23, 2021 - 8:29pm 0.0%PROPOSED DRAINAGE DIRECTION 0.00%PROPOSED ADA SLOPE NORTH GRADING PLAN NOTES1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF XXXXXXX,SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS.2. CONTRACTOR TO CALL GOPHER STATE CALL ONE @ <1-800-252-1166> AT LEAST TWOWORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS.3. STORM SEWER PIPE SHALL BE AS FOLLOWS:RCP PER ASTM C-76HDPE: 0" - 10" PER AASHTO M-252HDPE: 12" OR GREATER PER ASTM F-2306PVC SCH. 40 PER ASTM D-1785STORM SEWER FITTINGS SHALL BE AS FOLLOWS:RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443HDPE PER ASTM 3212PVC PER ASTM D-3034, JOINTS PER ASTM D-32124. CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTINGUTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THECONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANYDISCREPANCIES OR VARIATIONS.5. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TOHELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES.WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THEEXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTINGPAVEMENT.6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL.7. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORMSEWER ALIGNMENTS.8. GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TOSUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE.9. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONEDUTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OFTHE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE.10. REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICELAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION.11. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB ANDGUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE.12. INSTALL A MINIMUM OF <4" CLASS 5> AGGREGATE BASE UNDER CURB AND GUTTER ANDCONCRETE SIDEWALKS.13. UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALLSTREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BERE-VEGETATED WITH A MINIMUM OF <4" OF TOPSOIL>.14. ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISENOTED.15. GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSINGDRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NOCASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NOCASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINALSIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS ORAISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNALBUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFYENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TOPAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCEISSUES.16. MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS.17. CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IFLESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER INLANDSCAPE AREAS.18. ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE AT ELEVATION <XXX.XX>OR LOWER UNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR ROOF DRAINCONNECTION.19. ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDINGMANHOLE CONNECTIONS.20. ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENTPLUMBING CODE.21. MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE INCONCRETE PAVEMENT AREAS.22. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB"WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENTDRAINS AWAY FROM GUTTER.PROPOSED STORM SEWERPROPOSED STORM SEWERPROPERTY LINEEXISTING CONTOURPROPOSED CONTOUR925PROPOSED SPOT ELEVATION100.00LEGENDPROPOSED HIGH POINT ELEVATION HP:0.0PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0G:0.00T:0.00PROPOSED EMERGENCY OVERFLOW T/G:0.0EOF:0.0ME:0.0MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING)PROPOSED STORM MANHOLE (ROUND INLET CASTING)PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING)PROPOSED STORM SEWER CLENOUTPROPOSED RIPRAPPROPOSED FLARED END SECTIONCODC402GRADING PLAN DDD DD D DPROPOSEDBUILDING 2 217,000 SFFFE: 892.16PROPOSEDBUILDING 1182,000 SFFFE: 889.00COUNTRY C L U B D R I V E DOUGLAS DRIVE(COUNTY ROAD 102)GOLDEN VALLEY GOLFRIGHT OF WAYCHICAGO NORTHWESTERN RAILROADRIGHT OF WAY NO PARKINGNO PARKINGNO PARKING NO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKING20+00 21+0022+0023+0024+0025+0026+0027+0028+0029+0030+0031+0032+0033+0034+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+00 23+00 24+00 30+0031+0032+0033+0034+0035+0036+0037+00 DD DDDD DST-58RE:886.72IE:883.72 NST-57RE:880.65IE:879.00 SST-56RE:886.72IE:883.72 NST-55RE:879.90IE:879.00 SST-54RE:886.72IE:883.72 NST-53RE:880.65IE:879.00 SST-52RE:887.13IE:884.13 NST-51RE:880.65IE:879.00 SST-4STA: 21+25.72, 0.00'RE:892.18IE:883.94 EIE:883.84 NST-5STA: 24+08.75, 0.00'RE:890.60IE:886.10 SIE:885.60 WST-11STA: 34+15.42, 0.00'RE:890.60IE:886.10 SIE:885.60 EST-10STA: 31+30.72, 0.00'RE:892.31IE:883.94 WIE:883.84 NST-9STA: 25+32.72, 0.00'RE:883.33IE:877.86 SIE:877.86 WIE:877.76 NST-3STA: 15+27.72, 0.00'RE:883.76IE:877.86 SIE:877.84 EIE:878.49 WIE:877.74 NST-15RE:883.10IE:880.36 SIE:879.86 WIE:880.36 NST-16STA: 27+82.72, 34.99' RIE:880.56 EST-19RE:883.08IE:880.36 SIE:881.11 EIE:880.36 NST-18STA: 17+77.72, 34.00' LIE:880.43 WST-2RE:878.51IE:875.79 SIE:876.54 EIE:875.79 NST-17STA: 11+37.72, 34.00' LIE:877.22 WST-14STA: 21+32.72, 18.83' RIE:876.89 EST-1STA: 10+00, 0.00'RE:877.67IE:875.00 SST-7STA: 20+00, 0.00'RE:877.67IE:875.00 SST-23STA: 20+91.03, 0.00'RE:886.62IE:875.56 SIE:875.46 NST-22RE:877.25IE:874.40 SST-21RE:878.42IE:875.00 NST-24STA: 10+91.65, 0.00'RE:888.06IE:875.56 SIE:875.46 N92 LF - 30" HDPE@ 0.50%120 LF - 30" HDPE@ 0.50%250 LF - 30" HDPE@ 1.00%118 LF - 24" HDPE @ 0.59%91 LF - 30" HDPE@ 0.50%65 LF - 30" HDPE@ 0.50%250 LF - 30" HDPE@ 1.00%118 LF - 24" HDPE @ 0.58% 107 LF - 24" HDPE @ 0.50%19 LF - 12" PVC@ -2.00%165 LF - 30" HDPE@ 1.00%35 LF - 12" PVC@ 2.00%34 LF - 12" PVC@ 2.00%148 LF - 30" HDPE@ 1.00%34 LF - 12" PVC@ -2.00%81 LF - 36" RCP@ 0.74%46 LF - 30" HDPE@ 0.50%42 LF - 30" HDPE@ 0.50%39 LF - 18" HDPE@ 12.24%39 LF - 18" HDPE@ 12.06%40 LF - 18" HDPE@ 11.86%40 LF - 18" HDPE@ 12.71%37 LF - 12" HDPE@ 16.84%ST-41STA: 12+58.01, 37.00' RRE:886.37IE:883.37 E270 LF - 30" HDPE@ 0.50%106 LF - 24" HDPE @ 0.50% 152 LF - 24" HDPE @ 0.50%ST-29STA: 35+01.68, 20.00' RRE:882.84IE:879.84 SW22 LF - 12" HDPE@ 10.15%ST-31STA: 36+71.23, 20.00' RRE:882.84IE:879.84 SE22 LF - 12" HDPE@ 5.88%ST-47STA: 23+28.48, 16.80' LRE:887.56IE:882.56 W17 LF - 12" HDPE@ 30.19%ST-45STA: 29+47.72, 36.00' LRE:890.38IE:887.38 W36 LF - 12" HDPE@ 12.83%ST-43STA: 30+37.72, 36.00' LRE:890.38IE:887.38 W36 LF - 12" HDPE@ 17.33%90 LF - 30" HDPE@ 1.00%93 LF - 30" HDPE@ 1.00%25 LF - 12" HDPE@ 6.08%ST-35STA: 32+49.04, 25.00' LRE:890.15IE:887.15 NST-33STA: 34+15.42, 25.00' LRE:889.90IE:886.90 N25 LF - 12" HDPE@ 3.20%ST-36STA: 24+08.77, 25.00' RRE:889.90IE:886.90 N25 LF - 12" HDPE@ 3.20%ST-38STA: 22+43.69, 25.00' RRE:889.90IE:886.90 N25 LF - 12" HDPE@ 7.20%ST-37RE:886.82IE:884.63 EIE:885.10 SIE:884.63 W37 LF - 12" HDPE@ 10.03%ST-39STA: 19+25.72, 37.00' RRE:889.30IE:886.30 EST-40RE:884.56IE:881.84 SIE:882.59 WIE:881.84 N200 LF - 30" HDPE@ 1.00%ST-34RE:886.81IE:884.63 WIE:885.63 SIE:884.63 EST-44RE:885.71IE:882.91 SIE:881.14 EIE:882.91 NST-46RE:884.73IE:882.01 SIE:882.76 EIE:882.01 NST-42RE:879.11IE:876.39 SIE:877.14 WIE:876.39 N130 LF - 30" HDPE@ 0.50%204 LF - 30" HDPE@ 0.50%ST-48RE:879.46IE:876.74 SIE:877.49 EIE:876.74 NST-49STA: 21+98.02, 16.80' LRE:887.56IE:882.56 W17 LF - 12" HDPE@ 34.05%ST-50RE:878.81IE:876.09 SIE:876.84 EIE:876.09 N166 LF - 24" HDPE @ 0.58% 152 LF - 24" HDPE @ 0.50%ST-27STA: 32+70.56, 20.00' RRE:882.86IE:879.86 SE23 LF - 12" HDPE@ 2.18%ST-25STA: 31+00.92, 20.00' RRE:882.86IE:879.86 S21 LF - 12" HDPE@ 4.09%880878 882 884880876878882884 884 900900 900910 900890880880876876878878882 9109 0 2 90290290490 6 90 8 9 1 2 914890900882884886888892894896898 880880 882910 906 9089089169169 0 08968 9 8 9 0 2 904910906908912 900894896898890900888892894896898882884886ST-61STA: 32+59.23, 0.00'RE:883.32IE:879.36 NWIE:879.36 SIE:879.26 EST-64STA: 32+73.75, 60.00' LRE:884.49IE:881.49 N62 LF - 12" HDPE@ 3.45%61 LF - 12" HDPE@ 4.10%ST-63STA: 31+16.57, 60.00' LRE:884.49IE:881.49 NST-62STA: 31+07.40, 0.00'RE:883.32IE:879.00 NIE:878.50 WIE:879.00 SIE:878.40 EST-67STA: 34+96.23, 60.00' LRE:884.49IE:881.49 N62 LF - 12" HDPE@ 6.30%ST-66STA: 36+62.64, 0.00'RE:883.32IE:878.56 NWIE:878.47 EIE:878.53 SIE:878.37 W61 LF - 12" HDPE@ 4.88%ST-68RE:884.49IE:881.49 NST-59STA: 15+27.72, 18.50' RRE:883.59IE:880.59 E19 LF - 12" HDPE@ 11.35%EX.IE:(876.8)EX.IE:(876.7)EX.IE:(875.3)EX. 15" RCPEX. 30" RCPEX.IE:(876.7)EX.IE:(875.8)EX. 30" RCP EX.IE:(875.5)EX.IE:(875.4)EX. 27" RCPEX. 15" RCP ST-65STA: 35+11.01, 0.00'RE:883.32IE:877.60 NEIE:877.60 SIE:879.23 W165 LF - 24" HDPE @ 0.59%8909 0 0 884 884 886 884 884 886 884 886888888 888 888 888 8828848868908868 8 8EX.IE:(874.3)EX. 36" RCPST-8RE:878.48IE:875.76 SIE:875.76 NIE:876.51 W40 LF - 18" HDPE@ -12.75%ST-69RE:880.65IE:879.00 SST-70RE:887.13IE:884.13 NPROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:NOT FORCONSTRUCTION160576021ER/AN DDGOLDEN VALLEYBUSINESS CENTERGOLDEN VALLEYBUSINESS CENTERGOLDEN VALLEY, MNNo. Description Date 2021 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM © This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.\\twcfp01\MW_TWC\TWC_LDEV\United_Properties\GOLDEN VALLEY INDUSTRIAL\3 Design\CAD\PlanSheets\C401-STORM SEWER PLAN.dwg September 23, 2021 - 8:30pm NORTH GRADING PLAN NOTES1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF XXXXXXX,SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS.2. CONTRACTOR TO CALL GOPHER STATE CALL ONE @ <1-800-252-1166> AT LEAST TWOWORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS.3. STORM SEWER PIPE SHALL BE AS FOLLOWS:RCP PER ASTM C-76HDPE: 0" - 10" PER AASHTO M-252HDPE: 12" OR GREATER PER ASTM F-2306PVC SCH. 40 PER ASTM D-1785STORM SEWER FITTINGS SHALL BE AS FOLLOWS:RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443HDPE PER ASTM 3212PVC PER ASTM D-3034, JOINTS PER ASTM D-32124. CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTINGUTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THECONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANYDISCREPANCIES OR VARIATIONS.5. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TOHELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES.WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THEEXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTINGPAVEMENT.6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL.7. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORMSEWER ALIGNMENTS.8. GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TOSUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE.9. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONEDUTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OFTHE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE.10. REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICELAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION.11. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB ANDGUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE.12. INSTALL A MINIMUM OF <4" CLASS 5> AGGREGATE BASE UNDER CURB AND GUTTER ANDCONCRETE SIDEWALKS.13. UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALLSTREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BERE-VEGETATED WITH A MINIMUM OF <4" OF TOPSOIL>.14. ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISENOTED.15. GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSINGDRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NOCASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NOCASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINALSIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS ORAISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNALBUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFYENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TOPAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCEISSUES.16. MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS.17. CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IFLESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER INLANDSCAPE AREAS.18. ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE AT ELEVATION <XXX.XX>OR LOWER UNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR ROOF DRAINCONNECTION.19. ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDINGMANHOLE CONNECTIONS.20. ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENTPLUMBING CODE.21. MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE INCONCRETE PAVEMENT AREAS.22. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB"WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENTDRAINS AWAY FROM GUTTER.PROPOSED STORM MANHOLE (SOLID CASTING)PROPOSED STORM SEWERPROPOSED STORM MANHOLE (ROUND INLET CASTING)PROPOSED STORM SEWERPROPERTY LINELEGENDPROPOSED SANITARY SEWERPROPOSED WATERMAINCOPROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING)PROPOSED STORM SEWER CLENOUTPROPOSED RIPRAPPROPOSED FLARED END SECTIONDC403STORM SEWERPLAN PROPOSEDBUILDING 2 217,000 SFFFE: 892.16PROPOSEDBUILDING 1182,000 SFFFE: 889.00COUNTRY C L U B D R I V E DOUGLAS DRIVE(COUNTY ROAD 102)GOLDEN VALLEY GOLFRIGHT OF WAYCHICAGO NORTHWESTERN RAILROADRIGHT OF WAY NO PARKINGNO PARKINGNO PARKING NO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGPROPOSEDBUILDING 2 217,000 SFFFE: 892.16PROPOSEDBUILDING 1182,000 SFFFE: 889.00COUNTRY C L U B D R I V E DOUGLAS DRIVE(COUNTY ROAD 102)GOLDEN VALLEY GOLFRIGHT OF WAYCHICAGO NORTHWESTERN RAILROADRIGHT OF WAY NO PARKINGNO PARKINGNO PARKING NO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGCOCO COCO SS-1RE:879.96IE:864.05 W147 LF - 8" PVC@ 1.74%201 LF - 8" PVC@ 1.74%SS-4RE:887.92IE:871.03 WIE:871.03 E195 LF - 8" PVC@ 1.74%SS-5RE:887.98IE:874.42 SIE:874.42 E37 LF - 8" PVC@ 1.74%SS-6RE:889.00IE:875.06 NCONNECT TO SSWR STUB 5' FROM BLDG.SEE MEP FOR CONTINUATION.CONNECT TO EXIST. 9" VCP SSWRCONNECT TO SSWR STUB 5' FROM BLDG.SEE MEP FOR CONTINUATION.SS-3RE:886.11IE:867.52 WIE:867.52 SCO COSS-2RE:887.85IE:864.96 NIE:864.96 ESS-7RE:890.00IE:878.62 W52 LF - 8" PVC@ 1.74%CONNECT TO EXIST. 8" SSWRCOCOCOCOSS-12RE:892.16IE:886.49 S29 LF - 8" PVC@ 1.41%SS-11RE:891.11IE:886.09 NIE:886.09 E152 LF - 8" PVC@ 1.41%SS-10RE:891.18IE:883.94 WIE:883.94 E152 LF - 8" PVC@ 1.41%SS-9RE:891.22IE:881.80 WIE:881.80 N172 LF - 8" PVC@ 1.41%SS-8RE:891.33IE:879.37 SIE:879.37 E53 LF - 8" PVC@ 1.41%SEE SHEET C403 FORSTORM SEWER DETAILSPR. 8" WATER MAINPR. FIRE HYDRANTASSEMBLYSEE SHEET C403 FORSTORM SEWER DETAILSPR. 8" WATER MAINPR. FIRE HYDRANT ASSEMBLYSEE SHEET C403 FORSTORM SEWER DETAILSPR. 8" WATER MAINPR. 8" WATER MAINPR. FIRE HYDRANT ASSEMBLYPR. FIRE HYDRANT ASSEMBLYSEE SHEET C403 FORSTORM SEWER DETAILSCONNECT TO EXIST.WATER LATERALPR. 8" WATER VALVECONNECT TO EXIST. COMM LINE.COORD. W/ UTILITY COMPANYPR. FIRE SERVICEPR. WATER SERVICEPR. COMM LINE.COORD. W/ UTILITY COMPANY.PRIVATE UTILITY BLDG. CONNECTION.COORD. W/ UTILITY COMPANYPRIVATE UTILITY BLDG. CONNECTION.COORD. W/ UTILITY COMPANYPRIVATE UTILITY BLDG. CONNECTION.COORD. W/ UTILITY COMPANYPRIVATE UTILITY BLDG. CONNECTION.COORD. W/ UTILITY COMPANYPR. FIRE HYDRANT ASSEMBLYPR. 8" WATER VALVEPR. FIRE HYDRANT ASSEMBLYPR. FIRE HYDRANT ASSEMBLYWET TAP AND CONNECT TO EXIST.8" WATER MAINPR. 8" WATER VALVECONNECT TO EXIST. POWER LINE.COORD. W/ UTILITY COMPANYCONNECT TO EXIST. GAS LINE.COORD. W/ UTILITY COMPANYPR. 8" WATER VALVEPR. FIRE SERVICEPR. WATER SERVICESETBACK LINEPR. RETAINING WALLINSTALL 20' STEEL CASINGCENTERED ON RETAINING WALLFOR UTILITY CROSSINGPR. GAS LINE.COORD. W/ UTILITY COMPANY.PR. POWER. LINE.COORD. W/ UTILITY COMPANY.PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:NOT FORCONSTRUCTION160576021ER/AN DDGOLDEN VALLEYBUSINESS CENTERGOLDEN VALLEYBUSINESS CENTERGOLDEN VALLEY, MNNo. Description Date 2021 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.\\twcfp01\MW_TWC\TWC_LDEV\United_Properties\GOLDEN VALLEY INDUSTRIAL\3 Design\CAD\PlanSheets\C5-UTILITY PLAN.dwg September 23, 2021 - 8:31pm UTILITY PLAN NOTES1. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OFPROPOSED UTILITIES.2. SANITARY SEWER PIPE SHALL BE AS FOLLOWS:8" PVC SDR35 PER ASTM D-3034, FOR PIPES LESS THAN 12' DEEP 8" PVC SDR26 PER ASTM D-3034, FOR PIPES MORE THAN 12' DEEP6" PVC SCHEDULE 40 PER ASTM D-1785DUCTILE IRON PIPE PER AWWA C1503. WATER LINES SHALL BE AS FOLLOWS:6" AND LARGER, PVC C-900 PER ASTM D 2241CLASS 200 UNDER COUNTY ROADS, OTHERWISE CLASS 1504" AND LARGER DUCTILE IRON PIPE PER AWWA C150SMALLER THAN 3" PIPING SHALL BE COPPER TUBE TYPE "K" PERANSI 816.22 OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241.4. MINIMUM TRENCH WIDTH SHALL BE 2 FEET.5. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUSTBLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THECITY SPECIFICATIONS AND PROJECT DOCUMENTS.6. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18"VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE ORSTRUCTURE).7. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-5" COVER ON ALL WATERLINES.8.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES,STORM LINES AND GAS LINES, OR ANY OBSTRUCTION (EXISTING AND PROPOSED), THESANITARY LINE SHALL BE SCH. 40 OR C900 WITH MECHANICAL JOINTS AT LEAST 10 FEETON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVEMECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE AMINIMUM OF 18" VERTICAL SEPARATION. MEETING REQUIREMENTS OF ANSI A21.10 ORANSI 21.11 (AWWA C-151) (CLASS 50).9. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFOREBACKFILLING.10. TOPS OF MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSEDPAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS, INGREEN AREAS, WITH WATERTIGHT LIDS.11. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSIONSTRENGTH AT 3000 P.S.I.12. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEWLINES.13. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES.14. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE CITYOF XXXXXXX AND/OR STATE OF XX WITH REGARDS TO MATERIALS AND INSTALLATION OFTHE WATER AND SEWER LINES.15. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATIONOF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THEVARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THEFIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THECONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURSBEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALLBE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIESWHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.16. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/ORCERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES.17. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATIONREQUIREMENTS AND SPECIFICATIONS.18. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING ANDELECTRICAL PLAN.19. BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) AND METERS ARE LOCATED IN THEINTERIOR OF THE BUILDING. REF. ARCH / MEP PLANS.20. ALL ONSITE WATERMAINS AND SANITARY SEWERS SHALL BE PRIVATELY OWNED ANDMAINTAINED.21. ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITH REACTIONBLOCKING.NORTH SANITARY SEWER MANHOLESTORM SEWERSANITARY SEWERWATERMAINGATE VALVEHYDRANTTEEREDUCERUNDERGROUND ELECTRICTELEPHONEGAS MAINSTORM SEWERLEGENDCOSANITARY CLEANOUTCOEXISTINGPROPOSEDC500UTILITY PLAN875.46 SS INV868.22 SSWR TOP882.01 SS INV879.87 SSWR TOP Golden Valley City Council Meeting November 16, 2021 Agenda Item 4. B. 2. Public Hearing – Zoning Map Amendment for 6300 Olson Memorial Highway, Ordinance No. 724 Prepared By Jason Zimmerman, Planning Manager Summary United Properties is proposing three planning actions to allow for the redevelopment of 6300 Olson Memorial Highway. They are requesting a change to the Future Land Use Map (from Office use to Light Industrial use), a change to the Zoning Map (from the Office Zoning District to the Light Industrial Zoning District), and a subdivision of the property to create two new lots (one north, one south). These changes would require that the existing building be demolished and would allow for the construction of two new office/warehouse buildings as part of a new business center. At its meeting on October 25, the Planning Commission voted (3-2) to recommend approval of the zoning change. Background and Existing Conditions For details on the background of this rezoning request and the existing conditions of the site itself, please refer to the attached staff memo to the Planning Commission. Proposal The zoning request would change the designated zoning from Office to Light Industrial. Required Process Support from the City Council for this proposal would also necessitate review and approval from the Metropolitan Council for the change in land use, requiring a delay in the final vote on the rezoning and the subdivision until the land use change was approved. Staff Review The City Code does not set specific standards for changing a zoning designation, and the City Council – with the input of the Planning Commission – has a great deal of latitude in deciding if the request is consistent with the broader zoning map for the city. In making a determination, the City should take into account the purpose of zoning as outlined in the City code, which is “to regulate land use within the City, including the location, size, use, and height of buildings, the arrangement of buildings on lots, and the City Council Regular Meeting Executive Summary City of Golden Valley November 16, 2021 2 density of population within the City for the purpose of promoting the health, safety, order, convenience, and general welfare of all citizens of the City.” (Sec. 113-2) This rezoning request seeks to change the site’s zoning from Office to Light Industrial. The purpose statements for both districts follow: Office Zoning The purpose of the Office Zoning District is to provide areas for the offices, clinics, day care centers, financial institutions, and other compatible uses that serve local and regional needs. The District fosters employment opportunities and encourages transitions between land uses. The District is not intended to serve as an area for the sale of or handling of goods, wares, merchandise, or commodities. Light Industrial Zoning The purpose of the Light Industrial Zoning District is to provide for the establishment of warehousing, offices, and light industrial developments. Allowed Uses The following principal uses are listed as permitted in the Office Zoning District: 1. Offices 2. Clinics – medical, dental, or optical 3. Financial institutions 4. Essential services, Class I In addition to these four uses, adult day care centers, child care centers, daytime activities centers, drive- through facilities for financial institutions, heliports, limited retail services accessory to an office, recreational facilities accessory to an office, and laboratories (medical, dental, or R&D) are permitted by conditional use permit. In the Light Industrial Zoning District, allowed uses are focused on warehousing and light manufacturing or assembly uses that are not considered to be a nuisance to adjacent districts. Offices are also considered to be a “by right” use. Due to its length, a complete list of permitted, restricted, conditional, and prohibited uses is included as an attachment. Compatibility Another important consideration is whether the rezoning would be compatible with surrounding uses. The site is surrounded by a variety of zoning designations, but is also separated from many of them by rights-of-way that act as barriers or buffers. To the north, a medium density residential development and a vacant office building (soon to be replaced with high density housing) sit north of the Union Pacific railroad corridor. To the east, other industrial and commercial uses line Douglas Drive and the frontage road. To the south, Olson Memorial Highway provides a significant barrier to the Perpich Center and nearby single-family homes. A Montessori preschool is located closer, on the other side of Country Club Drive. The only immediately adjacent property is the driving range for the Golden Valley Country Club to the west. City Council Regular Meeting Executive Summary City of Golden Valley November 16, 2021 3 Zoning Map – existing conditions It should be noted that until late in 2020, this property was zoned Industrial and operated in harmony with surrounding properties. Given the varied zoning designations and uses at this south end of Douglas Drive, staff does not anticipate any significant incompatibilities. Setback Requirements and Height Restrictions. In the Light Industrial Zoning District, front yard setbacks for principal structures are 35 feet from the property line, similar to other zoning districts in the city. For this property, required side and rear yard setbacks would vary to account for the adjacent zoning designations. To the north, along the railroad track, the building setback would be 20 feet. To the west, along the Country Club, the building setback would be 50 feet. There is sufficient lot area at this location to provide those setbacks. Building height in the Light Industrial district is limited to four stories or 45 feet, whichever is less. The applicant has indicated a maximum building height of approximately 34 to 36 feet is anticipated to allow for the proposed warehouse uses. For reference, the height of the existing building, at its tallest point, is 32 feet. Traffic As described in the land use memo, traffic associated with uses allowed in a Light Industrial Zoning District is expected to be lighter and more dispersed throughout the day compared to office or other professional uses permitted in the Office Zoning District. Staff Findings The site under consideration would be rezoned to a designation that would allow new development that is similar to other uses in the surrounding area and that would not be out of character with other recent City Council Regular Meeting Executive Summary City of Golden Valley November 16, 2021 4 zoning map amendments to the east. While this means the rezoning would not be considered “spot zoning,” staff believes it is prudent to provide adequate factual findings in the record to support the decision. Given staff’s review, and weighing the opportunities and challenges provided by a change in zoning, the following findings from staff are made in support of rezoning the parcel in question to a Light Industrial designation: 1. The site is currently in an area with a variety of zoning designations, including some that allow for light industrial uses, and would not be out of character with the surrounding neighborhood. 2. Engineering staff is not concerned about the traffic generated by the business center proposed for this site and believes the recent reconstruction of Douglas Drive is more than sufficient to handle what would likely be a decrease in trips compared to historic levels. 3. As noted in the accompanying memo on the site’s land use change, the use of this site for a business center fits with a number of the goals and objectives of the Comprehensive Plan. 4. Additionally, the site has been vacant for over five years despite numerous parties having expressed interest. Rezoning this land and allowing for a different type of development to occur would put a significant area back into productive use. 5. While the focus of rezoning should be on all potential future users under the Light Industrial zoning designation, the narrative provided by United Properties demonstrates an understanding of the current real estate market and desire to provide high quality buildings that are fitting for a prominent location. Discussion at Planning Commission The Planning Commission heard the future land use map amendment, zoning map amendment, and subdivision requests at its meeting on October 25. For both the land use and the zoning change, the Planning Commission voted 3-2 to recommend approval of the requests. Commissioners discussed if a more desirable use/zoning would be the City’s Employment Mixed Use designation – similar to the land on the east side of Douglas Drive. Staff and the applicant indicated that many of the site regulations associated with the Mixed Use zoning district would not be compatible with the proposed business center use and that the Light Industrial designation was viewed to be the most appropriate. Minutes from this meeting are attached to provide additional details on the discussion. Financial Or Budget Considerations None Recommended Action In order to be consistent with the adopted 2040 Comprehensive Plan, the City should wait to act on this item until the Metropolitan Council has approved the recent Comprehensive Plan amendment reguiding this property to Light Industrial use. Motion to table the adoption of Ordinance No. 724, Amending the Zoning Map and Rezoning 6300 Olson Memorial Highway from Office to Light Industrial until the change in land use has been reviewed by the Metropolitan Council. City Council Regular Meeting Executive Summary City of Golden Valley November 16, 2021 5 Supporting Documents • Memo to the Planning Commission dated October 25, 2021 (4 pages) • Ordinance No. 724, Amending the Zoning Map and Rezoning 6300 Olson Memorial Highway from Office to Light Industrial (1 page) • Zoning Map (1 page) • Uses in the Light Industrial Zoning District (3 pages) 1 Date: October 25, 2021 To: Golden Valley Planning Commission From: Jason Zimmerman, Planning Manager Subject: Informal Public Hearing – Zoning Map Amendment for 6300 Olson Memorial Highway Summary of Request United Properties is proposing three planning actions to allow for the redevelopment of 6300 Olson Memorial Highway. They are requesting a change to the Future Land Use Map (from Office use to Light Industrial use), a change to the Zoning Map (from the Office Zoning District to the Light Industrial Zoning District), and a subdivision of the property to create two new lots (one north, one south). These changes would require that the existing building be demolished and would allow for the construction of two new office/warehouse buildings as part of a new business center. Background and Existing Conditions For details on the background of this rezoning request and the existing conditions of the site itself, please refer to the accompanying memo on the proposed change in guided land use. Proposal The zoning request would change the designated zoning from Office to Light Industrial. Required Process Support from the Planning Commission and City Council for this proposal would also necessitate review and approval from the Metropolitan Council for the change in land use, requiring a delay in the final vote on the rezoning and the subdivision until the land use change was approved. Staff Review The City Code does not set specific standards for changing a zoning designation, and the City Council – with the input of the Planning Commission – has a great deal of latitude in deciding if the request is consistent with the broader zoning map for the city. In making a determination, the City should take into account the purpose of zoning as outlined in the City code, which is “to regulate land use within the City, including the location, size, use, and height of buildings, the arrangement of buildings on lots, and the density of population within the City for the purpose of promoting the health, safety, order, convenience, and general welfare of all citizens of the City.” (Sec. 113‐2) 2 This rezoning request seeks to change the site’s zoning from Office to Light Industrial. The purpose statements for both districts follow: Office Zoning The purpose of the Office Zoning District is to provide areas for the offices, clinics, day care centers, financial institutions, and other compatible uses that serve local and regional needs. The District fosters employment opportunities and encourages transitions between land uses. The District is not intended to serve as an area for the sale of or handling of goods, wares, merchandise, or commodities. Light Industrial Zoning The purpose of the Light Industrial Zoning District is to provide for the establishment of warehousing, offices, and light industrial developments. Allowed Uses The following principal uses are listed as permitted in the Office Zoning District: 1. Offices 2. Clinics – medical, dental, or optical 3. Financial institutions 4. Essential services, Class I In addition to these four uses, adult day care centers, child care centers, daytime activities centers, drive‐through facilities for financial institutions, heliports, limited retail services accessory to an office, recreational facilities accessory to an office, and laboratories (medical, dental, or R&D) are permitted by conditional use permit. In the Light Industrial Zoning District, allowed uses are focused on warehousing and light manufacturing or assembly uses that are not considered to be a nuisance to adjacent districts. Offices are also considered to be a “by right” use. Due to its length, a complete list of permitted, restricted, conditional, and prohibited uses is included as an attachment. Compatibility Another important consideration is whether the rezoning would be compatible with surrounding uses. 3 Zoning Map – existing conditions The site is surrounded by a variety of zoning designations, but is also separated from many of them by rights‐of‐way that act as barriers or buffers. To the north, a medium density residential development and a vacant office building (soon to be replaced with high density housing) sit north of the Union Pacific railroad corridor. To the east, other industrial and commercial uses line Douglas Drive and the frontage road. To the south, Olson Memorial Highway provides a significant barrier to the Perpich Center and nearby single‐family homes. A Montessori preschool is located closer, on the other side of Country Club Drive. The only immediately adjacent property is the driving range for the Golden Valley Country Club to the west. It should be noted that until late in 2020, this property was zoned Industrial and operated in harmony with surrounding properties. Given the varied zoning designations and uses at this south end of Douglas Drive, staff does not anticipate any significant incompatibilities. Setback Requirements and Height Restrictions. In the Light Industrial Zoning District, front yard setbacks for principal structures are 35 feet from the property line, similar to other zoning districts in the city. For this property, required side and rear yard setbacks would vary to account for the adjacent zoning designations. To the north, along the railroad track, the building setback would be 20 feet. To the west, along the Country Club, the building setback would be 50 feet. There is sufficient lot area at this location to provide those setbacks. Building height in the Light Industrial district is limited to four stories or 45 feet, whichever is less. The applicant has indicated a maximum building height of approximately 34 to 36 feet is 4 anticipated to allow for the proposed warehouse uses. For reference, the height of the existing building, at its tallest point, is 32 feet. Traffic As described in the land use memo, traffic associated with uses allowed in a Light Industrial Zoning District is expected to be lighter and more dispersed throughout the day compared to office or other professional uses permitted in the Office Zoning District. Staff Findings The site under consideration would be rezoned to a designation that would allow new development that is similar to other uses in the surrounding area and that would not be out of character with other recent zoning map amendments to the east. While this means the rezoning would not be considered “spot zoning,” staff believes it is prudent to provide adequate factual findings in the record to support the decision. Given staff’s review, and weighing the opportunities and challenges provided by a change in zoning, the following findings from staff are made in support of rezoning the parcel in question to a Light Industrial designation: 1. The site is currently in an area with a variety of zoning designations, including some that allow for light industrial uses, and would not be out of character with the surrounding neighborhood. 2. Engineering staff is not concerned about the traffic generated by the business center proposed for this site and believes the recent reconstruction of Douglas Drive is more than sufficient to handle what would likely be a decrease in trips compared to historic levels. 3. As noted in the accompanying memo on the site’s land use change, the use of this site for a business center fits with a number of the goals and objectives of the Comprehensive Plan. 4. Additionally, the site has been vacant for over five years despite numerous parties having expressed interest. Rezoning this land and allowing for a different type of development to occur would put a significant area back into productive use. 5. While the focus of rezoning should be on all potential future users under the Light Industrial zoning designation, the narrative provided by United Properties demonstrates an understanding of the current real estate market and desire to provide high quality buildings that are fitting for a prominent location. Recommended Action Based on the findings above, staff recommends approval of the requested amendment to the Zoning Map, changing the zoning designation for 6300 Olson Memorial Highway from Office to Light Industrial. Attachments: Zoning Map (1 page) Uses in the Light Industrial Zoning District (3 pages) ORDINANCE NO. 724 AN ORDINANCE AMENDING THE CITY CODE CHAPTER 113 Rezoning 6300 Olson Memorial Highway from Office to Light Industrial United Properties, Applicant The City Council for the City of Golden Valley hereby ordains: Section 1. City Code chapter 113 entitled “Zoning” is amended in Section 113-55 Subd. (b) by changing the zoning designation of certain tracts of land from Office to Light Industrial. Section 2. The tracts of land affected by this ordinance are legally described as: Lot 1, Auditor's Subdivision No. 322, Hennepin County, Minnesota; and All that part of the Southeast Quarter of the Northeast Quarter of Section 32, Township 118, Range 21, lying South of the right of way of the Electric Short Line Railroad Company and East of the West 653 feet thereof; and The East 323 feet of the West 653 feet of that part of the Southeast Quarter of the Northeast Quarter lying South of the right of way of the Minnesota Western Railway Company; The East 323 feet of the West 653 feet of that part of the Northeast Quarter of the Southeast Quarter lying North of the center line of 6th Avenue North; all in Section 32, Township 118, Range 21. 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 form and after its passage and publication as required by law. Adopted by the City Council this 16th day of November, 2021. __________________________ Shepard M. 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156OregonAveS24th Ave N LilacDrNRoanokeRdLouisianaAveN Turnpike RdLilacLoop (Sunnyridge Ln)WisconsinAveN GettysburgCt(Laurel Pt) (Laure lCurv)Independence Ave NGettysburg Ave NFlag Ave NWheelerBlvdAlleyNaper St B e tty CrockerDr Decatur Ave N(WesleyCommonsDr)Winnetka Ave S Winnetka Ave SHanley RdBrookviewPkwySWayzataBlvd I-394 S Fron t a g e R d Olympia St Independence Ave NHillsboro Ave NGettysburg Ave NU n io n P acific Railroad Canadian Pacific Railroad B u rlin g to n N o rt h e r n Sant aFeRailroadCanadianPacificRailroadC anadianP acificR ailroadC anadia n P a c i f i c R ailroad U nion Pacific R a i l r o a d Breck School SandburgMiddle School Perpich Center for Arts Education MNDOT District Office & State Highway Patrol NobleElementarySchool CalvaryLutheranChurch Speak theWord Church 10th AvenueCold Storage School ofEngineeringand Arts GovernmentCenter &Fire Station #1 MeadowbrookElementarySchool King of GraceLutheranChurchand School Churchof St.MargaretMary Good ShepherdCatholic Church&Good ShepherdSchool GoldenValleyLutheranChurch Spirit ofHopeChurch Oak Grove Church HennepinCounty SheriffCommunications Hennepin CountyLibrary Fire Station#3 Valley Community Presbyterian Church ChristianLifeCenter UnityChristChurch RedeemerReformedChurch FireStation#2 Valley of PeaceLutheran Church Golden ValleyCemetery Golden ValleyHistoricalSociety BrookviewCommunityCenter Breck IceArena WaterReservoir U.S.Post Office Loveworks Academy forVisual & Performing Arts On FireMinistry C I T Y O F N E W H O P E C I T Y O F C R Y S T A L C I T Y O F R O B B I N S D A L E CITY OF MINNEAPOLISC I T Y O F S T . L O U I S P A R K CITY OF MINNEAPOLISCITY OFST. LOUIS PARKCITY OF ROBBINSDALECITY OF CRYSTAL CITY OF CRYSTALC I T Y O F N E W H O P E CITY OF PLYMOUTHCITY OF MINNEAPOLISC I T Y O FST. L O U I S P A R KCITY OFPLYMOUTH74 83 94 88 7 5 13 34 8 25 78 87 79 6 75 86 27 56 66 90 46 3365 71 6795 51 70 8163 53 22 93 91 76 84 3947 1-A 72 61 59 68 30-B 77 1-B 42 28 44 89 36 24 18-A 55 2658 95 26-A34 14 48 54 41 98 96 97 100 109 121 120 118 115117123 113 114 110 122 124 112 C C B B A A City of Golden ValleyPlanning Department7800 Golden Valley RoadGolden Valley, MN 55427-4588763-593-8095www.goldenvalleymn.gov Official Zoning Map Zoning Districts I:\Maps\ZoningMap.pdf ORDINANCE NO. 271, 2ND SERIES This is to certify that this is the Official Zoning Map referred to in Section 11.11of the Zoning Chapter of the City Code of the City of Golden Valley. Approved Amendments: Official Zoning Map Ordinance Number CommentsCity CouncilAdoption Date Visit the Planning Department at City Hall for a list of amendments approved since adoption. Print Date: 6/8/2021Sources: Hennepin County Surveyors Office for Property Lines (2021). City of Golden Valley for all other layers. 0 800 1,600 2,400 3,200400Feet I Adopted this 22nd day of November 2002. 59 (C) Commercial (LI) Light Industrial (I) Industrial (I-3) Medical: Rest Homes, Nursing Homes, Sanitariums (I-4) Golf Courses, Parks, Playgrounds, City Offices (I-5) Cemeteries (O) Office (I-1) Assembly: Churches, Schools (I-2) Civic: Libraries, Museums, Colleges Not Zoned Planned Unit Development (PUD) See the "Official Flood Zone Profile and Map" on file with the City - The collection of floodprofiles contained in the Flood Insurance Study, Volumes 1 of 2 and 2 of 2, Hennepin County, Minnesota, all jurisdictions, dated November 4, 2016, including the Flood Insurance Rate Mapsfor the City of Golden Valley, panels 27053C0194F, 27053C0213F, 27053C0214F, 27053C0332F, 27053C0351F, 27053C0352F and 27053C0354F, dated November 4, 2016. Flood Plain Management Zoning Overlay District I-394 Overlay Zoning District (A, B, & C) Shoreland Overlay District See Section on Shoreland Managementfor setback distance from protected waters. A (R-1) Single-Family Residential (R-4) High Density Residential (R-3) Medium Density Residential (R-2) Moderate Density Residential (MU-N) Mixed Use Neighborhood (MU-C) Mixed Use Community (MU-E) Mixed Use Employment Uses in the Light Industrial Zoning District Principal Uses. The following principal uses shall be permitted within the Light Industrial Zoning District: (1) Offices (2) Warehouses (3) Wholesale-retail distribution centers (4) Electronics manufacturing (5) Food packaging and processing; provided, however, that no processing shall involve any cooking, heating, smoking, soaking, or marinating procedures (6) Assembly and/or fabricating exclusive of sheet metal or steel fabricating, foundries, and similar uses except for the fabricating of sheet metal as it is used for the heating, ventilation, and air conditioning business (7) Other light manufacturing uses that would not constitute a nuisance or health hazard to surrounding or adjacent residential or commercial districts (8) Essential services, Class I and Class III (9) Temporary retail sales in accordance with this section (10) Sexually oriented businesses (11) Breweries (limited and associated retail use such as merchandise related to the brewery may be sold) (12) Taprooms that occupy up to 50 percent of the gross floor area of the brewery (limited and associated retail use such as merchandise related to the brewery may be sold in the taproom) (13) Micro-distilleries (limited and associated retail use such as merchandise related to the microdistillery may be sold); and (14) Cocktail rooms that occupy up to 50 percent of the gross floor area of the microdistillery (limited and associated retail use such as merchandise related to the microdistillery may be sold in the cocktail room). Restricted Uses. The following restricted uses shall be permitted within the Light Industrial Zoning District: (1) Sale or repair of firearms, provided the following restrictions are observed: a. The facility shall be located not less than 750 feet from any property zoned Institutional or any property zoned Mixed Use that allows Institutional uses, as measured at the lot line. The facility shall be located not less than 750 feet from any property zoned Institutional in any city adjoining Golden Valley, as measured at the lot line. b. The facility shall be located not less than 375 feet from any property zoned Residential or any property zoned Mixed Use that allows Residential uses, as measured at the lot line. The facility shall be located not less than 750 feet from any property zoned Residential in any city adjoining Golden Valley, as measured at the lot line. c. The facility shall be located not less than 750 feet from any of the following conditional uses: i. Ball fields and other recreational facilities ii. Child care centers iii. Health, fitness, and/or exercise facilities, include dance studios, gymnastics training, weight lifting studios, aerobic exercise, and gymnasiums iv. Trade schools or training centers; and v. Adult day care centers. a. The facility shall be located not less than 1,000 feet from another firearm facility, as measured at the lot line. b. In the case of a multi-use building, distances from the firearm facility shall be measured from the portion of the structure occupied by the facility. c. All facilities shall meet applicable federal and state security standards including, but not limited to, Minn. Stats. § 624.7161 and Minnesota Rules Chapter 7504 as amended from time to time. d. No firearms or ammunition shall be displayed in windows. Windows must be of clear, transparent glass and be free of obstructions for at least three feet into the facility. e. In-vehicle sales or repair are prohibited and no firearm-related uses shall be allowed in a trailer or other nonpermanent building. Conditional Uses. The following uses may be allowed as conditional uses after review by the Planning Commission and approval by the City Council in accordance with the standards and procedures set forth in this chapter: (1) Building materials yards (including inside and outside storage) (2) Public garages for repairing and storing motor vehicles (3) Laundries and dry-cleaning plants (4) Animal hospitals where domestic animals are received for treatment, care, and cure by a duly licensed veterinarian (5) Ball fields and other recreation facilities (6) Research and development laboratories and pilot plant operations incidental thereto (7) Greenhouses with no outside storage, including an outside growing area no larger than the greenhouse building area. Retail sales may be permitted only where located inside and incidental to a wholesale business (8) Packaging and/or bottling of soft drinks or dairy products (9) Bakeries (commercial-wholesale) (10) Child care centers, provided that said facilities serve only dependents of persons employed on the same premises as are otherwise permitted by this chapter (11) Health, fitness, and/or exercise facilities, including dance studios, gymnastics training, weight lifting studios, aerobic exercise, and gymnasiums (12) Heliports (13) Food packaging and processing that involves cooking, heating, smoking, soaking, or marinating procedures (14) Child care centers (15) Truck/van terminals (16) Medical clinics (17) Trade schools or training centers (18) Adult day care center (19) Drive-through bank facilities with frontage on a collector or minor arterial street (20) Accessory retail services and/or sales incidental to a permitted use, conducted in an area less than 10 percent of the building's gross floor area (21) Recycling drop-off facilities (22) Recycling facilities (23) Taprooms that occupy 50 percent or more of the gross floor area of the brewery (limited and associated retail use such as merchandise related to the brewery may be sold in the taproom) (24) Cocktail rooms that occupy 50 percent or more of the gross floor area of the microdistillery (limited and associated retail use such as merchandise related to the microdistillery may be sold in the cocktail room) (25) Principal or conditional uses in buildings taller than 45 feet in height; and (26) Surface lot storage of automobile sales inventory. Prohibited Uses. The following uses shall be prohibited within the Light Industrial Zoning District: (1) Firing ranges. Golden Valley City Council Meeting November 16, 2021 Agenda Item 4. B. 3. Public Hearing – Preliminary Plan for Subdivision for 6300 Olson Memorial Highway Prepared By Jason Zimmerman, Planning Manager Summary United Properties is proposing three planning actions to allow for the redevelopment of 6300 Olson Memorial Highway. They are requesting a change to the Future Land Use Map (from Office use to Light Industrial use), a change to the Zoning Map (from the Office Zoning District to the Light Industrial Zoning District), and a subdivision of the property to create two new lots (one north, one south). These changes would require that the existing building be demolished and would allow for the construction of two new office/warehouse buildings as part of a new business center. At its meeting on October 25, the Planning Commission voted (5-0) to recommend approval of the subdivision. Background and Existing Conditions For details on the background of this rezoning request and the existing conditions of the site itself, please refer to the attached staff memo to the Planning Commission. Proposal The proposed subdivision request would divide the existing lot into two separate lots. Required Process Support from the City Council for this proposal would also necessitate review and approval from the Metropolitan Council for the change in land use, requiring a delay in the final vote on the rezoning and the subdivision until the land use change was approved. Staff Review Because the proposed two-lot subdivision is not part of a recorded plat or a recorded registered land survey, it does not qualify as a minor subdivision and therefore must proceed under the more general subdivision process identified in the City Code (Sec. 109). The applicant has submitted all of the information required to process the request, including a site survey of existing conditions, a tree inventory, and a preliminary plat. City Council Regular Meeting Executive Summary City of Golden Valley November 16, 2021 2 The existing lot area is 30.7 acres. Lot 1, proposed to be to the north, would encompass 586,299 square feet (13.5 acres). Lot 2, to the south, would encompass 634,635 square feet (14.6 acres). An additional 116,254 square feet (2.7 acres) would be dedicated as right-of-way – this is land that is currently in a roadway easement beneath Douglas Drive. If the property were to be rezoned to Light Industrial, as proposed, there would be no minimum lot area requirements (as there are in many residential zoning districts). There would also be no minimum lot width requirements. Therefore, the proposed subdivision would meet all dimensional requirements of the zoning district. Given the large size of the existing and proposed lots, there would be sufficient building envelopes for development. Consistent with the requirements of Sec. 109-167 of the City Code, the City may require a reasonable portion of the proposed subdivision to be dedicated to the public for public use as a park, playground, public open space, etc. Alternatively, a park dedication fee may be contributed in lieu of land. The City’s adopted fee schedule sets this rate at 6% of the current land value. This fee may only be used for future acquisition of land for other public use. Necessary Transportation Improvements As identified in Chapter 4 of the City’s 2040 Comprehensive Plan, this site has been identified as a target location to provide a needed local street connection between Country Club Drive and the signalized intersection at Douglas Drive: Country Club Dr/Frontage Rd Extension As part of the Douglas Dr project, direct access from Country Club Dr to Douglas Dr north of Hwy 55 was eliminated as a safety improvement. The access was realigned to operate as a right-in/right-out between Country Club Dr and Hwy 55. To improve local street connectivity, it is desirable to extend Country Club Dr north to join the existing signalized intersection of Douglas Dr and the North Hwy 55 Frontage Rd east of Douglas Dr. This would require acquisition of right-of-way from the currently vacant site in the northwest quadrant of Hwy 55 and Douglas Dr. (Golden Valley 2040 Comprehensive Plan, Chapter 4: Transportation, pages 4-34 and 4-35) This also falls under one of the chapter’s listed implementation actions for Goal 2: Improve the Functionality and Safety of the Road Network: “Review redevelopment proposals for opportunities to implement roadway improvements, monitor traffic impacts, implement access management strategies, and resolve safety deficiencies.” (Golden Valley 2040 Comprehensive Plan, Chapter 4: Transportation, page 4-45) In light of this, Engineering staff have identified the need for right-of-way to be dedicated through the site in order to provide land for construction of a future public road. Staff considered various layouts and alternatives, but determined that best option for locating this right-of-way is east/west between the two proposed lots (in the area currently identified as shared private access for the two buildings) in order to align with the signalized intersection at Douglas Drive. City Council Regular Meeting Executive Summary City of Golden Valley November 16, 2021 3 While no timing or funding for this road have been identified in the City’s 10 year Capital Improvement Program, staff believes the proposed subdivision of the property (along with the demolition of the existing structure) provides perhaps the only opportunity in the foreseeable future to position the City to complete this missing piece in the transportation network. For the time being, an east/west right-of-way that does not complete the connection is satisfactory to absorb traffic associated with the redevelopment of 6300 Olson Memorial Highway. If and when other developments are proposed in the area, such as within the Golden Valley Country Club driving range, additional analysis will be needed to determine if the impacts rise to a level that requires the acquisition of right-of-way for a north/south segment and completion of the frontage road. Dedication of land at 6300 Olson Memorial Highway for this future right-of-way is included as a conditional of approval for the final plat. Additional Department Review Engineering staff have reviewed the preliminary plat and, in addition to the public road, note that additional drainage and utility easements will be needed on the final plat. This has been listed as a condition of approval. The Fire Department has also reviewed the application and supports the dedication of land through the site for a future right-of-way in order to improve public safety response times. Review by the Minnesota Department of Transportation and by Hennepin County is required due to the adjacency of their rights-of-way to this property. Hennepin Country Transportation staff have provided their support for the dedicated right-of-way while also asking for modifications to the proposed access points along Douglas Drive. Those items would be addressed as part of site design review and approval in advance of construction. Evaluation of Preliminary Plat According to Section 109-67 of the City Code, the following are the regulations governing approval of preliminary plats for subdivisions: Factor/Finding 1. The Council may require changes or revisions as it deems necessary for the health, safety, general welfare, and convenience of the City. Standard conditionally met. In order to advance the long-term transportation network concept included in the 2040 Comprehensive Plan, land must be dedicated for a future public road and included on the final plat. 2. The approval of a preliminary plat is tentative only, involving only the general acceptability of the layout as submitted. Standard conditionally met. Staff have reviewed the layout and find it to be generally acceptable. Additional drainage and utility easements must be added to the final plat, including an easement over floodplain and wetland areas. As the site is adjacent to both State and City Council Regular Meeting Executive Summary City of Golden Valley November 16, 2021 4 County right-of-way, other comments from these jurisdictions may be incorporated into the final plat. 3. Prior to approval of the preliminary plat by the Council, the engineering proposals pertaining to water supply, storm drainage, sanitary sewer service, roadway widths, traffic impacts, and the surfacing of streets shall be approved by the City engineer and other public officials having jurisdiction. Standard met. While the specifics of the site design remain to be fully developed as part of the submittals for the potential site redevelopment, there are no known issues related to water supply, storm drainage, sanitary sewer service, or traffic impacts. 4. No plat shall be approved for a subdivision which covers an area subject to periodic flooding or which contains extremely poor drainage facilities and which would make adequate drainage of the streets and lots difficult or impossible, unless the subdivider agrees to make improvements which will, in the opinion of the City Engineer, make the area completely safe for occupancy and provide adequate street and lot drainage. Standard met. The City Engineer has determined that the site should drain adequately. 5. No plat shall be approved for a subdivision that does not meet the requirements specified in this chapter. Standard met. Financial Or Budget Considerations No short-term impacts, though the recommended dedication of land for a future public road provides the possibility of future expenditures for construction. Recommended Action At the appropriate time, staff will recommend approval of the proposed Preliminary Plan for Subdivision for 6300 Olson Memorial Highway (Golden Valley Business Center) subject to the following conditions: 1. The applicant shall work with staff to dedicate land through the site sufficient to provide right-of-way for a future public road. 2. The applicant shall include on the final plat the dedication of all drainage and utility easements deemed necessary to meet City Code requirements (including floodplain and wetland areas). 3. Any comments from the Minnesota Department of Transportation or Hennepin County shall be incorporated into the final plat. 4. A park dedication fee of $519,180 (or 6% of the land value) shall be paid prior to the release of the final plat. 5. The City Attorney will determine if a title review is necessary prior to approval of the final plat. In order to be consistent with the adopted 2040 Comprehensive Plan, the City should wait to act on this item until the Metropolitan Council has approved the recent Comprehensive Plan amendment reguiding this property to Light Industrial use. City Council Regular Meeting Executive Summary City of Golden Valley November 16, 2021 5 Motion to table the consideration of the Preliminary Plan for Subdivision for 6300 Olson Memorial Highway until the change in land use has been reviewed by the Metropolitan Council. Supporting Documents • Memo to the Planning Commission dated October 25, 2021 (4 pages) • Preliminary Plat (3 pages) • Rendering of Proposed South Building (1 page) • Letter from Hennepin County (6 pages) • Email from Golden Valley Country Club (1 page) 1 Date: October 25, 2021 To: Golden Valley Planning Commission From: Jason Zimmerman, Planning Manager Subject: Informal Public Hearing – Preliminary Plan for Subdivision of 6300 Olson Memorial Highway Summary of Request United Properties is proposing three planning actions to allow for the redevelopment of 6300 Olson Memorial Highway. They are requesting a change to the Future Land Use Map (from Office use to Light Industrial use), a change to the Zoning Map (from the Office Zoning District to the Light Industrial Zoning District), and a subdivision of the property to create two new lots (one north, one south). These changes would require that the existing building be demolished and would allow for the construction of two new office/warehouse buildings as part of a new business center. Background and Existing Conditions For details on the background of this subdivision request and the existing conditions of the site itself, please refer to the accompanying memo on the proposed change in guided land use. Proposal The proposed subdivision request would divide the existing lot into two separate lots. Required Process Support from the Planning Commission and City Council for this proposal would also necessitate review and approval from the Metropolitan Council for the change in land use, requiring a delay in the final vote on the rezoning and the subdivision until the land use change was approved. Staff Review Because the proposed two-lot subdivision is not part of a recorded plat or a recorded registered land survey, it does not qualify as a minor subdivision and therefore must proceed under the more general subdivision process identified in the City Code (Sec. 109). The applicant has submitted all of the information required to process the request, including a site survey of existing conditions, a tree inventory, and a preliminary plat. 2 The existing lot area is 30.7 acres. Lot 1, proposed to be to the north, would encompass 586,299 square feet (13.5 acres). Lot 2, to the south, would encompass 634,635 square feet (14.6 acres). An additional 116,254 square feet (2.7 acres) would be dedicated as right-of-way – this is land that is currently in a roadway easement beneath Douglas Drive. If the property were to be rezoned to Light Industrial, as proposed, there would be no minimum lot area requirements (as there are in many residential zoning districts). There would also be no minimum lot width requirements. Therefore, the proposed subdivision would meet all dimensional requirements of the zoning district. Given the large size of the existing and proposed lots, there would be sufficient building envelopes for development. Consistent with the requirements of Sec. 109-167 of the City Code, the City may require a reasonable portion of the proposed subdivision to be dedicated to the public for public use as a park, playground, public open space, etc. Alternatively, a park dedication fee may be contributed in lieu of land. The City’s adopted fee schedule sets this rate at 6% of the current land value. This fee may only be used for future acquisition of land for other public use. Necessary Transportation Improvements As identified in Chapter 4 of the City’s 2040 Comprehensive Plan, this site has been identified as a target location to provide a needed local street connection between Country Club Drive and the signalized intersection at Douglas Drive: Country Club Dr/Frontage Rd Extension As part of the Douglas Dr project, direct access from Country Club Dr to Douglas Dr north of Hwy 55 was eliminated as a safety improvement. The access was realigned to operate as a right-in/right-out between Country Club Dr and Hwy 55. To improve local street connectivity, it is desirable to extend Country Club Dr north to join the existing signalized intersection of Douglas Dr and the North Hwy 55 Frontage Rd east of Douglas Dr. This would require acquisition of right-of-way from the currently vacant site in the northwest quadrant of Hwy 55 and Douglas Dr. (Golden Valley 2040 Comprehensive Plan, Chapter 4: Transportation, pages 4-34 and 4-35) This also falls under one of the chapter’s listed implementation actions for Goal 2: Improve the Functionality and Safety of the Road Network: “Review redevelopment proposals for opportunities to implement roadway improvements, monitor traffic impacts, implement access management strategies, and resolve safety deficiencies.” (Golden Valley 2040 Comprehensive Plan, Chapter 4: Transportation, page 4-45) In light of this, Engineering staff have identified the need for right-of-way to be dedicated through the site in order to provide land for construction of a future public road. Staff considered various layouts and alternatives, but determined that best option for locating this right-of-way is east/west 3 between the two proposed lots (in the area currently identified as shared private access for the two buildings) in order to align with the signalized intersection at Douglas Drive. While no timing or funding for this road have been identified in the City’s 10 year Capital Improvement Program, staff believes the proposed subdivision of the property (along with the demolition of the existing structure) provides perhaps the only opportunity in the foreseeable future to position the City to complete this missing piece in the transportation network. For the time being, an east/west right-of-way that does not complete the connection is satisfactory to absorb traffic associated with the redevelopment of 6300 Olson Memorial Highway. If and when other developments are proposed in the area, such as within the Golden Valley Country Club driving range, additional analysis will be needed to determine if the impacts rise to a level that requires the acquisition of right-of-way for a north/south segment and completion of the frontage road. Dedication of land at 6300 Olson Memorial Highway for this future right-of-way is included as a conditional of approval for the final plat. Additional Department Review Engineering staff have reviewed the preliminary plat and, in addition to the public road, note that additional drainage and utility easements will be needed on the final plat. This has been listed as a condition of approval. Review by the Minnesota Department of Transportation and by Hennepin County is required due to the adjacency of their rights-of-way to this property. Additional comments by these jurisdictions may require further adjustments to the final plat. The Fire Department has also reviewed the application and supports the dedication of land through the site for a future right-of-way in order to improve public safety response times. Evaluation of Preliminary Plat According to Section 109-67 of the City Code, the following are the regulations governing approval of preliminary plats for subdivisions: Factor/Finding 1. The Council may require changes or revisions as it deems necessary for the health, safety, general welfare, and convenience of the City. Standard conditionally met. In order to advance the long-term transportation network concept included in the 2040 Comprehensive Plan, land must be dedicated for a future public road and included on the final plat. 2. The approval of a preliminary plat is tentative only, involving only the general acceptability of the layout as submitted. 4 Standard conditionally met. Staff have reviewed the layout and find it to be generally acceptable. Additional drainage and utility easements must be added to the final plat, including an easement over floodplain and wetland areas. As the site is adjacent to both State and County right-of-way, other comments from these jurisdictions may be incorporated into the final plat. 3. Prior to approval of the preliminary plat by the Council, the engineering proposals pertaining to water supply, storm drainage, sanitary sewer service, roadway widths, traffic impacts, and the surfacing of streets shall be approved by the City engineer and other public officials having jurisdiction. Standard met. While the specifics of the site design remain to be fully developed as part of the submittals for the potential site redevelopment, there are no known issues related to water supply, storm drainage, sanitary sewer service, or traffic impacts. 4. No plat shall be approved for a subdivision which covers an area subject to periodic flooding or which contains extremely poor drainage facilities and which would make adequate drainage of the streets and lots difficult or impossible, unless the subdivider agrees to make improvements which will, in the opinion of the City Engineer, make the area completely safe for occupancy and provide adequate street and lot drainage. Standard met. The City Engineer has determined that the site should drain adequately. 5. No plat shall be approved for a subdivision that does not meet the requirements specified in this chapter. Standard met. Recommended Action Based on the findings above, staff recommends approval of the proposed preliminary plat for 6300 Olson Memorial Highway (Golden Valley Business Center) subject to the following conditions: 1. The applicant shall work with staff to dedicate land through the site sufficient to provide right- of-way for a future public road. 2. The applicant shall include on the final plat the dedication of all drainage and utility easements deemed necessary to meet City Code requirements (including floodplain and wetland areas). 3. Any comments from the Minnesota Department of Transportation or Hennepin County shall be incorporated into the final plat. 4. A park dedication fee of $519,180 (or 6% of the land value) shall be paid prior to the release of the final plat. 5. The City Attorney will determine if a title review is necessary prior to approval of the final plat. Attachments Preliminary Plat (3 pages) Rendering of Proposed South Building (1 page) Email from Golden Valley Country Club (1 page) Hennepin County Transportation Project Delivery Public Works Facility, 1600 Prairie Drive, Medina, MN 55340 612-596-0300 | hennepin.us November 9, 2021 Mr. Jason Zimmerman City of Golden Valley 7800 Golden Valley Road Golden Valley, MN 55427 Re: Preliminary and Final Plat Review – United Properties (Received 10/25/21) County State Aid Highway (CSAH) 102 (Douglas Drive) Hennepin County Plat Review ID #3962 (Reviewed 11/02/21) Mr. Zimmerman: Please consider the following county staff comments for the subdivision and redevelopment of 6300 Olson Memorial Highway into two lots with a new business center. Access: The county supports the current access to the signalized Olson Memorial Highway North Frontage Road/Douglas Drive intersection and the city’s planned public east-west roadway connection to Country Club Drive (not shown on the plat). Since the proposed partial access driveways on Douglas Drive do not meet the county’s access spacing guidelines, county staff do not support either access due to safety and operations concerns. In addition, county staff recommend internal parking lot revisions to allow additional space for eastbound queueing and westbound parking lot circulation immediately west of the Douglas Drive access. Right-of-way: The county supports the city’s request for right of way dedication and/or easements along Douglas Drive to provide the rights necessary to own and maintain the roadway and regional trail. Storm Water/Drainage: Ensure discharge rates remain less than existing flow rates. The county storm water system will not take water from new drainage areas. Additional treatments may be necessary if flow rates cannot match existing. Contact: Eric Vogel at 612-596-0316 or eric.vogel2@hennepin.us. Permits: Inform the developer that all construction within county right of way requires an approved Hennepin County permit prior to construction. This includes, but is not limited to, driveway and street access, drainage and utility construction, trail development, and landscaping. The county will not issue decisions on such right of way permits until after the city’s final plat approval process is complete. Contact: Michael Olmstead, Permits Supervisor at 612-596-0336 or michael.olmstead@hennepin.us Hennepin County Transportation Project Delivery Public Works Facility, 1600 Prairie Drive, Medina, MN 55340 612-596-0300 | hennepin.us More Information: Please contact Jason Gottfried: 612-596-0394, jason.gottfried@hennepin.us for any further discussion of these items. Sincerely, Carla Stueve, PE County Highway Engineer He nn e pin Cou n ty P ro perty Ma p Da te : 10 /22/2 021 Comm en ts: 1 inc h = 4 00 fee t PAR CEL ID: 32 118 21140 00 3 OWN ER N AME: G olde n Valle y I nvesto rs Llc PAR CEL AD DRESS: 6 300 O lso n Memo ria l H wy, G old en Valle y MN 5 54 27 PAR CEL AR EA: 28 .03 ac r es , 1,2 21,0 33 sq ft A-T-B: To rr ens SAL E PR ICE: $34 ,2 81 ,8 24 SAL E D ATA: 0 3/20 04 SAL E C OD E: Exclu de d Fro m Ra tio Stud ies ASSESSED 20 20 , PAYABLE 202 1 PROPERT Y TYPE: C omme rcial-Pr efer re d H OM ESTEAD : N on -H ome stea d M AR KET VAL UE: $13 ,500 ,0 00 TAX TO TAL: $4 78,27 1.96 ASSESSED 20 21 , PAYABLE 202 2 PRO PER TY TYPE: C omm erc ial HO MESTEAD: No n-h ome ste ad MARKET VALU E: $1 3,50 0,00 0 This data (i) is fur nish ed 'A S IS' wit h no represent at ion as t o com ple ten ess or acc urac y ; (ii) is furnis hed w it h n o war rant y of an y k ind; an d (ii i) is not sui tab le for lega l, engi neering or surv ey ing purposes . Hen nepin County s hall not be l iable fo r a ny damage, in jury or los s re sul ting f rom this dat a. COP YRIG HT © H EN N EPIN COU N TY 20 2 1 1418920181818181817171881717161614141418181818181818920NO PARKINGNO PARKINGNO PARKING NO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGN78°44' 0 5 " W 329.98 35 FT PARKING ANDBUILDING SETBACK10 FT PARKING SETBACK20 FT BUILDING SETBACK10 FT PARKING SETBACK20 FT BUILDING SETBACK35 FT PARKING AND BUILDING SETBACK10 FT PARKING SETBACK20 FT BUILDING SETBACKPROPOSEDBUILDING 1182,000 SFFFE: 889.00DOUGLAS DRIVEPROPOSEDBUILDING 2 217,000 SFFFE: 892.16COUNTRY CLUB DRIV E DOUGLAS DRIVEGOLDEN VALLEY GOLFRIGHT OF WAYCHICAGO NORTHWESTERN RAILROADRIGHT OF WAY20 FTTRANSMISSION LINE EASEMENT50 FT WIDE STREET ANDHIGHWAY EASEMENT14 FT WIDE TRAILEASEMENT35 FT PARKING ANDBUILDING SETBACKN0°24'11"E271.00'ADAADA ADA ADA ADAADA ADAADA ADA ADA ADA ADA ADAADAADAADA ADAADA ADAADAADAADASEE SHEET C304 -ADA ENLARGEMENT 1SEE SHEET C304 -ADA ENLARGEMENT 2SEE SHEET C304 -ADA ENLARGEMENT 4SEE SHEET C304 -ADA ENLARGEMENT 3PROPOSED LOT LINEN89°35'49"W 880.29'PROPOSED CURB AND GUTTERPROPERTY LINEPROPOSED FENCESETBACK LINERETAINING WALLPROPOSED STANDARD DUTY ASPHALTPROPOSED CONCRETE PAVEMENTPROPOSED STORMWATER MANAGEMENT AREAPROPOSED CONCRETE SIDEWALKLEGENDPROPOSED HEAVY DUTY ASPHALTPROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:NOT FORCONSTRUCTION160576021ER/ANDDGOLDEN VALLEYBUSINESS CENTERGOLDEN VALLEYBUSINESS CENTERGOLDEN VALLEY, MNNo.DescriptionDate2021 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM © This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.\\twcfp01\MW_TWC\TWC_LDEV\United_Properties\GOLDEN VALLEY INDUSTRIAL\3 Design\CAD\PlanSheets\C3-SITE PLAN.dwg September 23, 2021 - 8:27pm SITE PLAN NOTES1.ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONSAND CODES AND O.S.H.A. STANDARDS.2.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACTLOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXITPORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDINGUTILITY ENTRANCE LOCATIONS.3.ALL INNER CURBED RADII ARE TO BE <3'> AND OUTER CURBED RADII ARE TO BE<10'> UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'.4.ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISENOTED.5.EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED,REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASEBID.6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESSOTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES,STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALLWORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTSAND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALLCOST SHALL BE INCLUDED IN BASE BID.7.SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM ASURVEY BY EGAN, FIELD & NOWAK, INC, DATED 08/18/2021.KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OROMISSIONS CONTAINED THEREIN.8.TOTAL LAND AREA IS <30.7> ACRES WITHOUT R.O.W. PURPOSES 28.03 ACRES.9.PYLON / MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS. SIGNS ARESHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TOVERIFY SIZE, LOCATION AND ANY REQUIRED PERMITS NECESSARY FOR THECONSTRUCTION OF THE PYLON / MONUMENT SIGN.10.CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING ANDELECTRICAL PLAN.11.NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE ANDUNDERGROUND STRUCTURES, OR OTHER OBSTRUCTIONS SHALL BE LOCATEDWITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESSSPECIFICALLY NOTED ON PLANS OTHERWISE.12.REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS.13.REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTYBOUNDARY DIMENSIONS.14.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT.15.ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT.16.ALL PARKING STALLS TO BE <9'> IN WIDTH AND <18.5'> IN LENGTH UNLESSOTHERWISE INDICATED.17.THERE ARE <0.97> ACRES OF WETLAND IMPACTS.18.FOR OFFSITE IMPROVEMENTS, SEE THE <OFFSITE PLANS> IMPROVEMENTS PLANS.NORTH SEE SHEETC301SEE SHEETC302PROPERTY SUMMARYGOLDEN VALLEY BUSINESS CENTERTOTAL PROPERTY AREA1,337,188 SF (30.70 AC)RIGHT OF WAY DEDICATION116,260 SF (2.67 AC)NET PROPERTY AREA1,220,928 SF (28.03 AC)PROPOSED IMPERVIOUS AREA959,817 SF (22.03 AC)PROPOSED PERVIOUS AREA245,889 SF (5.64 AC)TOTAL DISTURBED AREA1,205,706 SF (27.7 AC)ZONING SUMMARYEXISTING ZONINGOFFICEPROPOSED ZONINGLIGHT INDUSTRIALPARKING SETBACKSSIDE/REAR = 10' ROAD = 35'BUILDING SETBACKSFRONT = 35' SIDE = 20'REAR = 20'C301 OVERALL SITEPLANKEYNOTE LEGENDCONCRETE SIDEWALK6" CONCRETE FILLED PIPE BOLLARDMATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTERACCESSIBLE CURB RAMPACCESSIBLE PARKING SIGNACCESSIBLE PARKINGAREA STRIPED WITH 4" SYSL @ 45° 2' O.C.STANDARD DUTY ASPHALT PAVEMENTLANDSCAPE AREA - SEE LANDSCAPE PLANSHEAVY DUTY ASPHALT PAVEMENTHEAVY DUTY CONCRETE PAVEMENTB612 CURB & GUTTER (TYP.)TRANSITION CURBFLAT CURBCOMMERCIAL DRIVEWAY APRONCONCRETE RETAINING WALL- 12" WIDECONCRETE V-GUTTER- 24" WIDEABCDEFGHIJKLMNOPQ 14171714141418181818181818920NO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKING10 FT PARKING SETBACK20 FT BUILDING SETBACKIIIIJJJKCCIIIIIIIIIIIIIAAEEFAAIIAIR5.0'R5.0'R15.0'R15.0'50.0'59.0'42.5' 10.0' 700.0' 10.0' 61.0'61.0'12.0'260.0'60.0'60.0'20.0'40.0'20.0'145.1'24.0'24.0' 20.0'654.0'20.0'HHHH9.0'24.0' 24.0'R15.7531.5'120.0'KI24.0'31.5'20.0'654.0'20.0'31.5'24.0'R15.0'43.0'126.0'9.0'126.0'162.0'9.0'162.0'34.0'162.0'9.0'162.0' 24.0' 29.0'40.0'R5.0'R3.0'PROPOSEDBUILDING 1182,000 SFFFE: 889.00DOUGLAS DRIVEGOLDEN VALLEY GOLFRIGHT OF WAYCHICAGO NORTHWESTERN RAILROADRIGHT OF WAY DOUGLAS DRIVEGOLDEN VALLEY GOLFRIGHT OF WAYCHICAGO NORTHWESTERN RAILROADRIGHT OF WAYR39.0'AATYP.GFGF9.0'18.5'TYP.TYP.TYP.TYP.TYP.TYP.R15.0'ITYP.44.5'316.0'TYP.TYP.TYP.316.0'44.5'TYP.55.0'DDER5.0'R25.0'R25.0'R12.5'R5.0'R5.0'R25.0'R5.0'R25.0'R25.0'R5.0'R25.0'R5.0'R25.0'R5.0'R15.75R25.0'R12.5'R15.75R15.7543.0'N0°24'11"E271.00'R5.0'R15.0'TYP.R3.0'R3.0'R3.0'R3.0'R5.0'R5.0'R5.0'R3.0'R3.0'R3.0'R15.0'R5.0'R5.0'TYP.TYP.TYP.TYP.R5.0'TYP.R5.0'TYP.R3.0'R3.0'R3.0'R3.0'48.33'40.0'40.0'104.6'PQPQ16.6'96.8'181.3'TYP.25.0'29.5'PROPOSED R.O.W.PROPOSED R.O.W.PROPOSED R.O.W.GFDDGFGFFEEEEN89°35'49"W 880.29'R15.0'PROPOSED CURB AND GUTTERPROPERTY LINEPROPOSED FENCESETBACK LINERETAINING WALLPROPOSED STANDARD DUTY ASPHALTPROPOSED CONCRETE PAVEMENTPROPOSED STORMWATER MANAGEMENT AREAPROPOSED CONCRETE SIDEWALKLEGENDPROPOSED HEAVY DUTY ASPHALTPROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:NOT FORCONSTRUCTION160576021ER/ANDDGOLDEN VALLEYBUSINESS CENTERGOLDEN VALLEYBUSINESS CENTERGOLDEN VALLEY, MNNo.DescriptionDate2021 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.\\twcfp01\MW_TWC\TWC_LDEV\United_Properties\GOLDEN VALLEY INDUSTRIAL\3 Design\CAD\PlanSheets\C3-SITE PLAN.dwg September 23, 2021 - 8:27pm SITE PLAN NOTES1.ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONSAND CODES AND O.S.H.A. STANDARDS.2.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACTLOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXITPORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDINGUTILITY ENTRANCE LOCATIONS.3.ALL INNER CURBED RADII ARE TO BE <3'> AND OUTER CURBED RADII ARE TO BE<10'> UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'.4.ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISENOTED.5.EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED,REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASEBID.6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESSOTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES,STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALLWORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTSAND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALLCOST SHALL BE INCLUDED IN BASE BID.7.SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM ASURVEY BY EGAN, FIELD & NOWAK, INC, DATED 08/18/2021.KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OROMISSIONS CONTAINED THEREIN.8.TOTAL LAND AREA IS <30.7> ACRES WITHOUT R.O.W. PURPOSES 28.03 ACRES.9.PYLON / MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS. SIGNS ARESHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TOVERIFY SIZE, LOCATION AND ANY REQUIRED PERMITS NECESSARY FOR THECONSTRUCTION OF THE PYLON / MONUMENT SIGN.10.CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING ANDELECTRICAL PLAN.11.NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE ANDUNDERGROUND STRUCTURES, OR OTHER OBSTRUCTIONS SHALL BE LOCATEDWITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESSSPECIFICALLY NOTED ON PLANS OTHERWISE.12.REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS.13.REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTYBOUNDARY DIMENSIONS.14.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT.15.ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT.16.ALL PARKING STALLS TO BE <9'> IN WIDTH AND <18.5'> IN LENGTH UNLESSOTHERWISE INDICATED.17.THERE ARE <0.97> ACRES OF WETLAND IMPACTS.18.FOR OFFSITE IMPROVEMENTS, SEE THE <OFFSITE PLANS> IMPROVEMENTS PLANS.NORTH BUILDING DATA SUMMARYAREASPROPOSED PROPERTY1,220,928 SF (28.03 AC)BUILDING AREA182,000 SF (14% OF TOTALPROPERTY AREA)PARKINGREQUIRED PARKING: OFFICE(20%) WAREHOUSE (80%)146 SPACES @ 1250 36,400 SF49 SPACES @ 13000 145,600 SFTOTAL= 195 SPACESPROPOSED PARKING211 SPACES @1.31 RATIOADA STALLS REQ'D / PROVIDED7 STALLS / 7 STALLSPROPERTY SUMMARYGOLDEN VALLEY BUSINESS CENTERTOTAL PROPERTY AREA1,337,188 SF (30.70 AC)RIGHT OF WAY DEDICATION116,260 SF (2.67 AC)NET PROPERTY AREA1,220,928 SF (28.03 AC)PROPOSED IMPERVIOUS AREA959,817 SF (22.03 AC)PROPOSED PERVIOUS AREA245,889 SF (5.64 AC)TOTAL DISTURBED AREA1,205,706 SF (27.7 AC)ZONING SUMMARYEXISTING ZONINGOFFICEPROPOSED ZONINGLIGHT INDUSTRIALPARKING SETBACKSSIDE/REAR = 10'ROAD = 35'BUILDING SETBACKSFRONT = 35'SIDE = 20'REAR = 20'C302 SITE PLANKEYNOTE LEGENDCONCRETE SIDEWALK6" CONCRETE FILLED PIPE BOLLARDMATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTERACCESSIBLE CURB RAMPACCESSIBLE PARKING SIGNACCESSIBLE PARKINGAREA STRIPED WITH 4" SYSL @ 45° 2' O.C.STANDARD DUTY ASPHALT PAVEMENTLANDSCAPE AREA - SEE LANDSCAPE PLANSHEAVY DUTY ASPHALT PAVEMENTHEAVY DUTY CONCRETE PAVEMENTB612 CURB & GUTTER (TYP.)TRANSITION CURBFLAT CURBCOMMERCIAL DRIVEWAY APRONCONCRETE RETAINING WALL- 12" WIDECONCRETE V-GUTTER- 24" WIDEABCDEFGHIJKLMNOPQ 189201818181818171718817171616NO PARKINGNO PARKINGNO PARKING NO PARKINGNO PARKINGN78°44' 0 5 " W 329.98I IJJIII40.0'20.0'120.0'60.0'310.0'12.0'61.0'KHIIEEAAAAAAI50.0'35.0'5.0' 0.5' 61.0' 10.0'700.0'10.0' 61.0' 24.0'31.5'20.0'654.0'20.0'31.5'24.0'R15.0'R3.0'R15.0'GFDGFGFFDIIIIIII43.0'HHHHHILHILHILCCCCCCIIO30.0'CC162.0' 9.0' 162.0'34.0'162.0' 9.0' 162.0'153.0'9.0'144.0'29.0'40.0'COUNTRY CLUB DRIV E DOUGLAS DRIVEPROPOSEDBUILDING 2 217,000 SFFFE: 892.16COUNTRY CLUB DRIV E DOUGLAS DRIVETYP.R15.0'TYP.FFGFGII18.5'9.0'IR49.0'TYP.TYP.TYP.TYP.TYP.44.5'316.0'316.0'44.5'55.0'18.5'TYP.18.5'9.0' TYP. 18.5'9.0'TYP.TYP.DDEEEEER25.0'R25.0'R12.5'R25.0'R25.0'R25.0'R5.0'R25.0'R5.0'R25.0'R25.0'R12.5'R15.75R15.7543.0'48.33'R5.0'R5.0'R5.0'R5.0'R25.0'R49.0'TYP.R3.0'R3.0'R3.0'R3.0'R5.0'R5.0'R5.0'R5.0'R3.0'R3.0'R3.0'R3.0'R5.0'R5.0'R25.0'R5.0'TYP.R5.0'TYP.TYP.TYP.TYP.TYP.102.3'35.0'24.0'QPQPQP69.3'16.7'251.0'20.0' 291.1'35.0'25.0'29.5'PROPOSED R.O.W.PROPOSED R.O.W.N89°35'49"W880.29'PROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:NOT FORCONSTRUCTION160576021ER/ANDDGOLDEN VALLEYBUSINESS CENTERGOLDEN VALLEYBUSINESS CENTERGOLDEN VALLEY, MNNo.DescriptionDate2021 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.\\twcfp01\MW_TWC\TWC_LDEV\United_Properties\GOLDEN VALLEY INDUSTRIAL\3 Design\CAD\PlanSheets\C3-SITE PLAN.dwg September 23, 2021 - 8:27pm BUILDING DATA SUMMARYAREASPROPOSED PROPERTY1,220,928 SF (28.03 AC)BUILDING AREA217,000 SF (17% OF TOTALPROPERTY AREA)PARKINGREQUIRED PARKING: OFFICE(20%) WAREHOUSE (80%)174 SPACES @ 1250 36,400 SF58 SPACES @ 13000 173,600 SFTOTAL= 232 SPACESPROPOSED PARKING263 SPACES @ 1.21 RATIOADA STALLS REQ'D / PROVIDED7 STALLS / 7 STALLSPROPOSED CURB AND GUTTERPROPERTY LINEPROPOSED FENCESETBACK LINERETAINING WALLPROPOSED STANDARD DUTY ASPHALTPROPOSED CONCRETE PAVEMENTPROPOSED STORMWATER MANAGEMENT AREAPROPOSED CONCRETE SIDEWALKLEGENDPROPOSED HEAVY DUTY ASPHALTKEYNOTE LEGENDCONCRETE SIDEWALK6" CONCRETE FILLED PIPE BOLLARDMATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTERACCESSIBLE CURB RAMPACCESSIBLE PARKING SIGNACCESSIBLE PARKINGAREA STRIPED WITH 4" SYSL @ 45° 2' O.C.STANDARD DUTY ASPHALT PAVEMENTLANDSCAPE AREA - SEE LANDSCAPE PLANSHEAVY DUTY ASPHALT PAVEMENTHEAVY DUTY CONCRETE PAVEMENTB612 CURB & GUTTER (TYP.)TRANSITION CURBFLAT CURBCOMMERCIAL DRIVEWAY APRONCONCRETE RETAINING WALL- 12" WIDECONCRETE V-GUTTER- 24" WIDEABCDEFGHIJKLMNOPQSITE PLAN NOTES1.ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONSAND CODES AND O.S.H.A. STANDARDS.2.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACTLOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXITPORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDINGUTILITY ENTRANCE LOCATIONS.3.ALL INNER CURBED RADII ARE TO BE <3'> AND OUTER CURBED RADII ARE TO BE<10'> UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'.4.ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISENOTED.5.EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED,REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASEBID.6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESSOTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES,STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALLWORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTSAND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALLCOST SHALL BE INCLUDED IN BASE BID.7.SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM ASURVEY BY EGAN, FIELD & NOWAK, INC, DATED 08/18/2021.KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OROMISSIONS CONTAINED THEREIN.8.TOTAL LAND AREA IS <30.7> ACRES WITHOUT R.O.W. PURPOSES 28.03 ACRES.9.PYLON / MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS. SIGNS ARESHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TOVERIFY SIZE, LOCATION AND ANY REQUIRED PERMITS NECESSARY FOR THECONSTRUCTION OF THE PYLON / MONUMENT SIGN.10.CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING ANDELECTRICAL PLAN.11.NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE ANDUNDERGROUND STRUCTURES, OR OTHER OBSTRUCTIONS SHALL BE LOCATEDWITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESSSPECIFICALLY NOTED ON PLANS OTHERWISE.12.REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS.13.REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTYBOUNDARY DIMENSIONS.14.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT.15.ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT.16.ALL PARKING STALLS TO BE <9'> IN WIDTH AND <18.5'> IN LENGTH UNLESSOTHERWISE INDICATED.17.THERE ARE <0.97> ACRES OF WETLAND IMPACTS.18.FOR OFFSITE IMPROVEMENTS, SEE THE <OFFSITE PLANS> IMPROVEMENTS PLANS.NORTH PROPERTY SUMMARYGOLDEN VALLEY BUSINESS CENTERTOTAL PROPERTY AREA1,337,188 SF (30.70 AC)RIGHT OF WAY DEDICATION116,260 SF (2.67 AC)NET PROPERTY AREA1,220,928 SF (28.03 AC)PROPOSED IMPERVIOUS AREA959,817 SF (22.03 AC)PROPOSED PERVIOUS AREA245,889 SF (5.64 AC)TOTAL DISTURBED AREA1,205,706 SF (27.7 AC)ZONING SUMMARYEXISTING ZONINGOFFICEPROPOSED ZONINGLIGHT INDUSTRIALPARKING SETBACKSSIDE/REAR = 10'ROAD = 35'BUILDING SETBACKSFRONT = 35'SIDE = 20'REAR = 20'C303 SITE PLAN Friday, October 22, 2021 12:56 pm Jason, Thank you and the city staff for your open discussion on the Douglas Drive / Country Club Drive road proposal. As we have discussed in recent phone calls GVCC, Golden Valley Country Club, does not support a road through GVCC’s, property. In addition, we will not support a road through the adjacent property which UPI, United Properties, currently has under contract with the owner. To be clear, GVCC, does not support any road connecting Douglas Drive to Country Club Drive. We feel any road would have a negative impact to our members, the playability of our golf course, and financially due to the cost of additional netting needed to protect a road. Please remember GVCC has been located in Golden Valley for 107 years and our long - term plans are to remain a golf course. Our current real estate projects before the city are to raise capital dollars for the clubs future improvements to the golf course and the clubhouse. In addition, please note based on our discussions to date with the City of Golden Valley and UPI, we do support UPI’s project to redevelop the Optum site provided there is no road connecting Douglas Drive to Country Club Drive. Please let me know if you have any questions or concerns. Respectively, Don Kovacovich General Manager Golden Valley Country Club 7001 Golden Valley Road Golden Valley, MN 55427 763.732.4111 direct 612.290.5480 cell dkovacovich@goldenvalleycountryclub.com https://www.goldenvalleycountryclub.com 17 Golden Valley Police Department Swearing-In Ceremony 6:00 PM Brookview Bassett Creek Room North 25 City Offices Closed for Observance of Thanksgiving 26 City Offices Closed for Observance of Thanksgiving 7 HRA Meeting 6:30 PM Hybrid Council Chambers 7 City Council Meeting (Includes the Annual Truth-in-Taxation Hearing) 6:30 PM Hybrid Council Chambers 9 Golden Valley Business Council Meeting 8:30 - 9:30 AM Hybrid Brookview - Valley View Room 12 Winter Market in the Valley (Indoors) 9:00 AM – 1:00 PM Brookview Bassett Creek Room 14 Council Work Session 6:30 PM Hybrid Council Chambers 18 Golden Valley Fire Relief Association - Bell ringing for the Salvation Army 11:00 AM - 7:00 PM Lunds & Byerlys 5725 Duluth Street 21 City Council Meeting 6:30 PM Hybrid Council Chambers 23 City Offices Closed for Observance of Christmas 24 City Offices Closed for Observance of Christmas 31 City Offices Closed for Observance of New Year's ANNOUNCEMENT OF MEETINGS AND EVENTS Three or more Council Members may attend the following NOVEMBER DECEMBER