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04-05-22 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 2454 134 1549. Members of the public wishing to address the Council remotely have two options: • Via web stream - Stream via Webex and use the ‘raise hand’ feature during public comment sections. • Via phone - Call 1-415-655-0001 and enter meeting code 2454 134 1549. Press *3 to raise your hand during public comment sections. 1. Call to Order A. Pledge of Allegiance Pages B. Roll Call C. Proclamation for Fair Housing Month 3-5 D. Proclamation for Parkinson’s Awareness Month 6-8 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 Regular City Council Meeting Minutes of January 18, 2022 9-12 B. Approval of Check Register 13 C. Licenses: 1. Approve Renewal of Consumption and Display Permit – Mort’s 14 D. Bids, Quotes, and Contracts: 1. Authorize Contract for Brush Pick-Up with Bratt Tree Company 15-27 2. Authorize Contract for Sanitary Sewer Lining Repairs with Hydro-Klean, LLC 28-47 3. Authorize Contract for Hydrant Painting with B & B Commercial Coating, LLC 48-62 4. Authorize Contract for Gate Valve Repairs with Valley Rich Co., Inc. 63-83 April 5, 2022 – 6:30 pm Council Chambers Hybrid Meeting City of Golden Valley City Council Regular Meeting April 5, 2022 – 6:30 pm 2 5. Authorize Contract for Landscape Services with Prescription Landscape, Inc. 84-115 6. Approve Purchase of Gate Valves and Parts from Boys Water Products and Ferguson Waterworks 116-123 E. Approve Purchase Agreement for 7901 23rd Avenue North Golden Valley 124-136 F. Approve Resolution No. 22-028 to Elect the Standard Allowance Available Under the Revenue Loss Provision for American Rescue Plan Act (ARPA) Funds 137-140 4. Public Hearing A. Golden Valley Country Club Greenway Villas Development Project 1. Public Hearing to Vacate Sanitary Sewer Easement through Northwest Corner of Golden Valley County Club Property 141-154 2. Public Hearing to Vacate Street, Trail, and Utility Easement Along Pennsylvania Avenue at Northwest Corner of Golden Valley County Club Property 155-157 3. Additional Items for Consideration After Public Hearings a. Approval of Plat – Greenway Villas P.U.D. No 126, Resolution No. 22-032 b. Authorization for Mayor and City Manager to Sign PUD Permit and PUD Development Agreement – Greenway Villas P.U.D. No. 126 158-182 B. Spring Valley Road Streetlights and Overhead Utility Line Burial Public Hearings 183-210 1. Improvement Hearing – Residential Streetlight District improvement and Overhead to Underground Utility Line Burial, Resolution No. 22-033 2. Assessment Hearing – Residential Street Light District, Resolution No. 22-034 3. Assessment Hearing – Overhead to Underground Utility Line Burial, Resolution No. 22-035 C. Public Hearing and Consideration of Preliminary Plan for Minor Lot Consolidation for 428 Sunnyridge Lane and Associated Subdivision Code Variance 211-225 D. Public Hearing and Consideration of Ordinance No. 735, Approval of Major PUD Amendment, Central Park West P.U.D. No. 121, Amendment #5 226-239 E. Meadowbrook School PUD No 90, Amendment #5, 5300/5430 Glenwood Avenue South 1. Resolution No. 22-036 – Future Land Use Amendment 240-256 2. Ordinance No. 736 – Zoning Map Amendment 257-263 3. Ordinance No. 737 – Major PUD Amendment 264-330 5. Old Business 6. New Business All Ordinances listed under this heading are eligible for public input. A. Approval of Resolution No. 22-037 – Awarding the Sale $4,150,000 General Obligation Improvement Bonds, Series 2022A 331-352 B. Review of Council Calendar 353 C. Mayor and Council Communications 1. Other Committee/Meeting updates 7. Adjournment Golden Valley City Council Meeting April 5, 2022 Agenda Item 1. C. Approve Proclamation of April as Fair Housing Month in the City of Golden Valley Prepared By Cherie Shoquist, Housing and Economic Development Manager Kiarra Zackery, Equity and Inclusion Manager Summary Proclaiming April as Fair Housing Month is in alignment with the City’s dedication to advancing inclusion and equity for all residents by affirmatively furthering fair housing for the purpose of creating a safe, healthy, and accessible community where all residents will thrive. The Proclamation will increase awareness of the City’s Fair Housing Policy and commitment to ending housing discrimination. Background The month of April this year marks the 54th anniversary of the passage of the Federal Fair Housing Law of 1968, declaring discrimination in the sale, rental or financing of housing based on race, color, religion, sex, handicap, familial status, or national origin as unlawful. Each April, the Unites States Department of Housing and Urban Development, State Housing Finance Agencies, local communities, fair housing advocates, and fair housing organizations across the country commemorate Fair Housing Month by hosting an array of activities that highlight fair housing enforcement efforts, enhance Americans’ awareness of their fair housing rights, and emphasize the importance of ending housing discrimination. In April 2020, the City of Golden Valley, through its Housing and Redevelopment Authority, adopted a Fair Housing Policy to ensure that fair and equal housing opportunities are available to all persons in all housing opportunities and development activities funded by the City regardless of race, color, religion, immigration status, gender, gender identity, sexual orientation, marital status, status with regard to public assistance, creed, familial status, national origin, cultural background, age, or disability. Financial Or Budget Considerations NA Recommended Action Motion to Proclaim April to be Fair Housing Month in the City of Golden Valley Supporting Documents •Proclamation (2 pages) CITY OF GOLDEN VALLEY PROCLAMATION OF APRIL AS FAIR HOUSING MONTH IN THE CITY OF GOLDEN VALLEY WHEREAS, the month of April marks the anniversary of the passage of the Federal Fair Housing Law of 1968, declaring discrimination in the sale, rental or financing of housing based on race, color, religion, sex, handicap, familial status or national origin as unlawful; and WHEREAS, Fair Housing Month is a time to remind all Americans that we not only have the right to own and rent property, but it is an individual responsibility to guard this right from any infringement; and WHEREAS, fair and equal access to housing is a right guaranteed to all Americans by the Fair Housing Act; and WHEREAS, the City has identified the protection of this right as a fundamental role of the body; and WHEREAS, the City is a founding partner of the Just Deeds Coalition that educates community on the history of racially and religious restrictive covenants and requires partner commitments to repairing systemic racism in housing. WHEREAS, the City seeks to ensure that its actions and policies do not disparately impact any citizen or group; and WHEREAS, The City invites all residents to renew their commitment to making Golden Valley a community that welcomes diversity and fosters a sense of security for all residents regardless of race, color, religion, immigration status, gender, gender identity, sexual orientation, marital status, status with regard to public assistance, creed, familial status, national origin, cultural background, age, or disability; and WHEREAS, The Housing and Redevelopment Authority, in and for the City of Golden Valley, has adopted a Fair Housing Policy that supports fair housing for all people regardless of race, color, religion, immigration status, gender, gender identity, sexual orientation, marital status, status with regard to public assistance, creed, familial status, national origin, cultural background, age, or disability; and WHEREAS, The City of Golden Valley is dedicated to advancing inclusion and equity for all residents by affirmatively furthering fair housing for the purpose of creating a safe, healthy, and accessible community where all residents will thrive. NOW, THEREFORE, BE IT RESOLVED, by the City Council in and for the City of Golden Valley hereby declares April to be Fair Housing Month in the City of Golden Valley, County of Hennepin, State of Minnesota, United States of America. IN WITNESS WHEREOF, I, Shepard M. Harris, Mayor of the City of Golden Valley, have hereunto set my hand and caused the seal of the City of Golden Valley to be affixed on this 5th day of April, 2022. ___________________________ Shepard M. Harris, Mayor Golden Valley City Council Meeting April 5, 2022 Agenda Item 1. D. Proclamation Recognizing April as Parkinson’s Awareness Month in the City of Golden Valley Prepared By Tim Cruikshank, City Manager Summary April is Parkinson’s Disease Awareness Month. Chris Patrick, The Parkinson’s Foundation, will be present to accept the Proclamation. Recommended Action Motion to Proclaim April 2022 to be Parkinson's Awareness Month in the City of Golden Valley Supporting Documents •Proclamation Recognizing April as Parkinson’s Awareness Month (2 pages) CITY OF GOLDEN VALLEY PROCLAMATION RECOGNIZING PARKINSON’S AWARENESS MONTH APRIL 2022 WHEREAS, Parkinson’s disease is a chronic, progressive, neurological disease and is the second most common neurodegenerative disease in the United States; and WHEREAS, Parkinson’s disease is estimated to affect approximately one million people in the United States and the prevalence will rise to 1.2 million by 2030; and WHEREAS, Parkinson’s disease is the 14th leading cause of death in the United States according to the Centers for Disease Control and Prevention; and WHEREAS, it is estimated that the economic burden of Parkinson’s disease is at least $52 billion annually, including direct and indirect costs, including treatment, social security payments and lost income, to patients and family members; and WHEREAS, research suggests the cause of Parkinson’s disease is a combination of genetic and environmental factors, but the exact cause and progression of the disease is still unknown; and WHEREAS, there is no objective test or biomarker for Parkinson’s disease, and there is no cure or drug to slow or halt the progression of the disease; and WHEREAS, the symptoms of Parkinson’s disease vary from person to person and can include tremors; slowness of movement and rigidity; difficulty with balance, swallowing, chewing, and speaking; cognitive impairment and dementia; mood disorders; and a variety of other non-motor symptoms; and WHEREAS, volunteers, researchers, caregivers, and medical professionals are working to improve the quality of life of persons living with Parkinson’s disease and their families; and WHEREAS, increased research, education, and community support services such as those provided by the Parkinson’s Foundation and other organizations are needed to find more effective treatments and to provide access to quality care to those living with the disease today. NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Golden Valley does hereby proclaim the month of April 2022 as Parkinson’s Awareness Month. IN WITNESS WHEREOF, I, Shepard M. Harris, Mayor of the City of Golden Valley, have hereunto set my hand and caused the seal of the City of Golden Valley to be affixed on this 5th day of April, 2022. ___________________________ Shepard M. Harris, Mayor REGULAR MEETING MINUTES 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. 1.Call to Order Mayor Harris called the meeting to order at 6:30 pm. A.Pledge of Allegiance B.Roll Call Present: Mayor Shep Harris, Council Members Maurice Harris, Denise La Mere- Anderson, Gillian Rosenquist and Kimberly Sanberg Staff present: City Manager Cruikshank, City Attorney Cisneros, Planning Manager Zimmerman, Physical Development Director Nevinski, Parks & Recreation Director Birno, and City Clerk Schyma C.Presentation to Adopt Resolution No. 22-009, Joining Cities and Counties Across Minnesota Declaring A Climate Emergency Environmental Resources Supervisor Eric Eckman presented the report and discussed recent statistics regarding climate change. Motion by M. Harris, Second by Rosenquist to adopt Resolution No. 22-009 Joining Cities Across Minnesota Declaring a Climate Emergency Impacting the Environment, Economy, and Human Health. Motion carried 5-0. (In Favor: M. Harris, S. Harris, La Mere-Anderson, Rosenquist, Sanberg. Opposed: N/A) 2.Additions and Corrections to Agenda Motion by Rosenquist, Second by Sanberg to approve the meeting agenda as submitted. Motion carried 5-0. 3.Consent Agenda Motion by Rosenquist, Second by M. Harris to approve the Consent Agenda as submitted. January 18, 2022 – 6:30 pm Council Chambers Hybrid Meeting City of Golden Valley City Council Regular Meeting January 18, 2022 – 6:30 pm 2 Motion carried 5-0. A. Approval of City Council Minutes – Regular Meetings of 2021 - July 6 and 20, August 4 and 17, September 9 and 21, and October 5 B. Approval of Check Register C. Licenses: 1. Approve Gambling License Exemption and Waiver of Notice Requirement – Northwest Suburban Chapter of Pheasants Forever 2. Approve Gambling License Exemption and Waiver of Notice Requirement – Good Shepherd School 3. Approve Temporary On-Sale Liquor License – The Loppet Foundation D. Bids, Quotes, and Contracts: 1. Award Bid and Approve Agreement for Irrigation System at Brookview Golf Course 2. Approve Purchase of Irrigation Equipment for Brookview Golf Course E. Adopt Resolution No. 22-010 to Execute MnDOT Agreement for Local Road Improvement Program (LRIP) SAP 128-594-002 for Douglas Drive and Trunk Highway 55 Pedestrian Underpass and Mini Roundabout Project Design F. Approve 2022 State Legislative Priorities G. Approve Resolution No. 22-011 in Support of Local Option Sales Tax H. Approve 2022 Council Appointments, Assignments and Reimbursements, Resolution No. 22-012 4. Public Hearing 5. Old Business A. 6300 Olson Memorial Highway (Golden Valley Business Center) 1. Approve Ordinance No 724 – Amending the Zoning Map and Rezoning from Office to Light Industrial City Planner Jason Zimmerman presented the report and answered questions from the Council. He noted that the public hearing for this item closed at the December 7, 2021 City Council Meeting although the Council can allow for public comment if they so choose. The Council consensus was to allow for public comment on this item. Tom Conlin, 1305 Spring Valley Road and member of the Golden Valley Country Club, stated he is opposed to any road easement. He also stated he has concerns with potential future uses for this site. Ruth Paradise, 8515 Duluth Street, wants to know why affordable housing is not being considered for this site. City of Golden Valley City Council Regular Meeting January 18, 2022 – 6:30 pm 3 Connor McCarthy, United Properties, stated his company is highly invested in this project and believes the project meets or exceeds standards. He added that he is open to discussion regarding the easement issue since the neighborhood and Golden Valley Country Club appear to be opposed to that part of the proposal. Seeing no further interest from the audience, the public comment period was closed. Planning Manager Zimmerman stated no proposals were received that included affordable housing. Mayor Harris stated he would like to put this decision on hold until the Council has more information regarding potential impacts to fiscal disparities. He also believes there is a need for more housing in Golden Valley and not light industrial. Brandon Champeau, United Properties, discussed the potential annual taxes for the proposed site. City Attorney Cisneros stated that the statutory clock is running out on this decision. The City already used its one extension and another extension would require the applicant to agree to any extension. Mayor Harris added that he didn’t believe the applicants are in favor of extending the decision any longer. Motion by Rosenquist, Second by M. Harris to adopt Ordinance No 724, Amending the Zoning Map and Rezoning 6300 Olson Memorial Highway from Office to Light Industrial. Motion carried 4-1. (In Favor: M. Harris, La Mere-Anderson, Rosenquist, Sanberg. Opposed: S. Harris) 2. Approve of the Preliminary Plan for Subdivision City Planner Jason Zimmerman presented the report. He noted that the public hearing for this item closed at the December 7, 2021 City Council Meeting. Motion by Rosenquist, Second by Sanberg to approve the 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. City of Golden Valley City Council Regular Meeting January 18, 2022 – 6:30 pm 4 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. Comments from the Minnesota Department of Transportation and 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. Motion carried 4-1. (In Favor: M. Harris, La Mere-Anderson, Rosenquist, Sanberg. Opposed: S. Harris) 6. New Business A. COVID-19 Update From City Staff City Attorney Cisneros provided an update on COVID-19 statistics and information. B. Review of Council Calendar Mayor Harris reviewed upcoming city meetings, events, and holiday closures. C. Mayor and Council Communications 1. Other Committee/Meeting updates Physical Development Director Nevinski provided an update on the new organics recycling program. 7. Adjournment Motion by Sanberg, Second by M. Harris to adjourn the meeting at 8:45 pm. Motion carried 5-0. ________________________________ Shepard M. Harris, Mayor ATTEST: _________________________________ Theresa J. Schyma, City Clerk Golden Valley City Council Meeting April 5, 2022 Agenda Item 3. B. 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/DocView.aspx?id=939343&dbid=0&repo=GoldenValley The check register for approval: • 03-22-22 Check Register Golden Valley City Council Meeting April 5, 2022 Agenda Item 3. C. 1. Approve Renewal of Consumption and Display Permit – Mort’s Prepared By Theresa Schyma, City Clerk Summary In December 2019, the City Council approved a Consumption and Display (Set-Up) Permit for The Early Bird Café d/b/a Mort’s, 525 Winnetka Avenue. This permit was active until March 2020 when the State placed restrictions on restaurants due to the COVID-19 pandemic. The renewal process for this type of permit has not been practicable until very recently and that is why Mort’s is now applying for renewal of their Consumption and Display Permit. This permit authorizes the establishment to allow the consumption and display of intoxicating liquor on the licensed premises and to sell liquid to be mixed in the intoxicating liquor brought to the premises and consumed by patrons. Mort’s meets all requirements for the renewal of their permit and staff is recommending approval. Financial Or Budget Considerations Not applicable Recommended Action Motion to approve the renewal of a Consumption and Display Permit for The Early Bird Café d/b/a Mort’s, 525 Winnetka Avenue. Golden Valley City Council Meeting April 5, 2022 Agenda Item 3. D. 1. Authorize Contract for Brush Pick-Up with Bratt Tree Company Prepared By Tim Kieffer, Public Works Director Al Lundstrom, Park Maintenance Superintendent Tim Teynor, City Forester Summary Each spring, the City contracts the collection and disposal of residents’ small brush, piled in the boulevard, as part of the Brush Pick-Up Program. The Brush Pick-Up Program is a three-week program scheduled to begin on April 25, 2022. The city is divided into three sections with each region allocated one week for collection. Staff solicited quotes using the Minnesota Unified Certification Program database and previous contractors. Quotes were received on March 24, 2022, to perform the work. The results are listed below: Bratt Tree Company $79,750 Davey Tree Expert Company $211,700 Bratt Tree Company, doing business as Heartwood Tree Surgeons, has performed the work for the past several years. Staff has been pleased with their performance. Staff provides information to residents about the Brush Pick-Up Program through the CityNews, City’s website, and postcards. Financial Or Budget Considerations The 2022 Recycling budget (7001.6340) includes $71,400 for brush pick-up. Additional funding will come from reduced work within the line item to stay on budget. Recommended Action Motion to authorize the Mayor and City Manager to execute the contract for Brush Pick-Up with Bratt Tree Company in the form approved by the City Attorney to provide brush pick-up and disposal services in the amount of $79,570. Supporting Documents Contract for Brush Pick-Up with Bratt Tree Company (12 pages) 1 CONTRACT FOR BRUSH PICK-UP WITH BRATT TREE COMPANY THIS AGREEMENT is made this 5th day of April 2022 (the “Effective Date”) by and between Bratt Tree Company, dba Heartwood Tree Surgeons, a tree care company located at 2230 East 35th Street, Minneapolis, MN 55407 (“Contractor”), and the City of Golden Valley, Minnesota, a Minnesota municipal corporation located at 7800 Golden Valley Road, Golden Valley, MN 55427 (the “City”): RECITALS A. Contractor is engaged in the business of collecting, removing, and disposing of tree debris. B. The City desires to hire Contractor to collect, remove, and dispose of tree debris. C. Contractor represents that it has the professional expertise and capabilities to provide the City with the requested work. D. The City desires to engage Contractor to provide the work described in this Agreement and Contractor is willing to provide such work on the terms and conditions in this Agreement. NOW, THEREFORE, in consideration of the terms and conditions expressed herein, the City and Contractor agree as follows: AGREEMENT 1. The Work. Contractor shall perform the work more fully described in the attached Exhibit A (the “Work”). The Work includes all work and services required by this Agreement, whether completed or partially completed, and includes all labor, materials, equipment, and services provided or to be provided by Contractor to fulfill Contractor’s obligations. All Work shall be completed according to the specifications set forth in the attached Exhibit B. Contractor shall at all times keep the premises free from accumulation of waste materials and debris caused by Contractor’s operations. 2. Time for Completion. Contractor shall commence the Work not later than April 25, 2022. Contractor shall proceed diligently and shall complete the Work to the satisfaction and approval of the City’s authorized agent according to the deadlines set forth in Exhibit A (the “Contract Time”). Contractor shall notify the City in writing of any cause of delay of the Work within 24 hours after such cause of delay arises. If Contractor fails to complete the Work by the Contract Time, the City may immediately, or at any time thereafter, proceed to complete the Work at Contractor’s expense. If Contractor gives written notice of a delay over which Contractor has no control, the City may, at its discretion, extend the Contract Time. 3. Consideration. In consideration of the performance of the Work, the City shall pay to Contractor the amount set forth in the attached Exhibit C (the “Contract Price”). The consideration shall be for both the Work performed by Contractor and the expenses incurred by Contractor in performing the Work. Contractor shall submit statements to the City containing a detailed list of project labor and hours, rates, titles, and amounts undertaken by Contractor during the relevant billing period. The City shall pay Contractor within thirty (30) days after receiving a statement from Contractor. 2 4. Extra Work. Unless approved by the City in writing, Contractor shall make no claim for extra work done or materials furnished, nor shall Contractor do any work or furnish any materials not covered by the this Agreement. Any such work or materials furnished by Contractor without written City approval shall be at Contractor’s own risk and expense. Contractor shall perform any altered plans ordered by the City; if such alteration reduces the cost of doing such work, the actual amount of such reduction shall be deducted from the Contract Price for the Work. 5. Contract Documents. The Contract Documents shall consist of this Agreement; all exhibits to this Agreement, which are incorporated herein by reference; any supplementary drawings, plans, and specifications; and other documents listed herein. In the event of a conflict among the various provisions of the Contract Documents, the terms shall be interpreted in the following order of priority: a. Modifications to this Agreement b. This Agreement, including all exhibits c. Supplementary specifications All capitalized terms used and not otherwise defined in this Agreement, but defined elsewhere in the Contract Documents, shall have the meaning set forth in the Contract Documents. 6. Expense Reimbursement. Contractor shall not be compensated separately for necessary incidental expenses. All expenses of Contractor shall be built into the Contract Price, unless reimbursement is provided for an expense that received the prior written approval of the City, which approval may be provided via electronic mail. 7. Approvals. Contractor shall secure the City’s written approval before making any expenditures, purchases, or commitments on the City’s behalf beyond those listed in the Work. The City’s approval may be provided via electronic mail. 8. Protection of Persons and Property. Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the performance of the Work. Contractor shall take reasonable precautions for the safety of, and shall provide reasonable protection to prevent damage, injury, or loss to: a. Persons performing the Work and other persons who may be affected by the Work; b. The Work and materials and equipment to be incorporated therein; and c. Other property at the site or adjacent to the site, such as trees, shrubs, lawns, walks, pavement, roadways, structures and utilities. Contractor shall promptly remedy damage and loss to property caused in whole or in part by Contractor or any of its subcontractors, agents, or anyone directly or indirectly employed by any of them. 9. Acceptance of the Work. All of Contractor’s work and labor shall be subject to the inspection and approval of the City. The City’s authorized agent shall be the sole and final judge of the fitness of the Work and its acceptability. Any payment made to Contractor, shall not be construed as operating to relieve Contractor from responsibility for the construction and delivery of the Work. No payment shall be made to Contractor until the Work has been accepted. 3 10. Termination. This Agreement shall remain in force and effect commencing from the effective date and continuing until the completion of all of the parties’ obligations hereunder, unless terminated by the City or amended pursuant to this Agreement. Notwithstanding any other provision hereof to the contrary, this Agreement may be terminated as follows: a. The parties, by mutual written agreement, may terminate this Agreement at any time; b. Contractor may terminate this Agreement in the event of a breach of the Agreement by the City upon providing thirty (30) days’ written notice to the City; c. The City may terminate this Agreement at any time at its option, for any reason or no reason at all; or d. The City may terminate this Agreement immediately upon Contractor’s failure to have in force any insurance required by this Agreement. In the event of a termination, the City shall pay Contractor for Work performed to the date of termination and for all costs or other expenses incurred prior to the date of termination. 13. Amendments. No amendments may be made to this Agreement except in a writing signed by both parties. 14. Remedies. In the event of a termination of this Agreement by the City because of a breach by Contractor, the City may complete the Work either by itself or by contract with other persons or entities, or any combination thereof. These remedies provided to the City for breach of this Agreement by Contractor shall not be exclusive. The City shall be entitled to exercise any one or more other legal or equitable remedies available because of Contractor’s breach. 15. Records/Inspection. Pursuant to Minnesota Statutes § 16C.05, subd. 5, Contractor agrees that the books, records, documents, and accounting procedures and practices of Contractor, that are relevant to the contract or transaction, are subject to examination by the City and the state auditor or legislative auditor for a minimum of six years. Contractor shall maintain such records for a minimum of six years after final payment. The parties agree that this obligation will survive the completion or termination of this Agreement. 16. Indemnification. To the fullest extent permitted by law, Contractor, and Contractor’s successors or assigns, agree to protect, defend, indemnify, save, and hold harmless the City, its officers, officials, agents, volunteers, and employees from any and all claims; lawsuits; causes of actions of any kind, nature, or character; damages; losses; and costs, disbursements, and expenses of defending the same, including but not limited to attorneys’ fees, professional services, and other technical, administrative or professional assistance resulting from or arising out of Contractor’s (or its subcontractors, agents, volunteers, members, invitees, representatives, or employees) performance of the duties required by or arising from this Agreement, or caused in whole or in part by any negligent act or omission or willful misconduct by Contractor, or arising out of Contractor’s failure to obtain or maintain the insurance required by this Agreement. Nothing in this Agreement shall constitute a waiver or limitation of any immunity or limitation on liability to which the City is entitled. The parties agree that these indemnification obligations shall survive the completion or termination of this Agreement. 17. Insurance. Contractor shall maintain reasonable insurance coverage throughout this Agreement. Before it may perform any Work under this Agreement, Contractor shall procure and maintain at a minimum: 4 a. Worker’s Compensation Insurance as required by Minnesota Statutes, section 176.181; b. Business Auto Liability covering vehicles owned by Contractor and non-owned vehicles used by Contractor, with policy limits not less than $1,000,000.00 per accident, for bodily injury, death of any person, and property damage arising out of the ownership, maintenance, and use of such motor vehicles, along with any statutorily required automobile coverage; c. Commercial General Liability in an amount of not less than $1,000,000.00 per occurrence, $2,000,000 general aggregate, and $2,000,000 for products-completed operations hazard, providing coverage for claims including: i. Damages because of bodily injury, sickness or disease, including occupational sickness or disease, and death of any person; ii. Personal and advertising injury; iii. Damages because of physical damage to or destruction of property, including loss of use of such property; iv. Bodily injury or property damage arising out of completed operations; and v. Contractor’s indemnity obligations under this Agreement. To meet the Commercial General Liability and Business Auto Liability requirements, Contractor may use a combination of Excess and Umbrella coverage. Prior to commencement of the Work, Contractor shall provide the City with a current certificate of insurance including the following language: “The City of Golden Valley is named as an additional insured with respect to the commercial general liability, business automobile liability and umbrella or excess liability, as required by the contract. The umbrella or excess liability policy follows form on all underlying coverages.” Such certificate of liability insurance shall list the City as an additional insured and contain a statement that such policies of insurance shall not be canceled or amended unless 30 days’ written notice is provided to the City, or 10 days’ written notice in the case of non-payment. 18. Compliance with State Withholding Tax. Before final payment is made for the Work on this project, Contractor must make a satisfactory showing that it has complied with the provisions of Minnesota Statutes, section 290.92 requiring the withholding of State Income Tax for wages paid employees on this project by providing to the City Engineer a Certificate of Compliance from the Commissioner of Taxation. Contractor is advised that before such Certificate can be issued, Contractor must first place on file with the Commissioner of Taxation an affidavit, in the form of an IC-134, that Contractor has complied with the provisions of Minnesota Statutes Section 290.92. 19. Assignment. Neither the City nor Contractor shall assign this Agreement or any rights under or interest in this Agreement, in whole or in part, without the other party’s prior written consent. Any assignment in violation of this provision is null and void. Neither the City nor Contractor shall assign, or transfer any rights under or interest (including, but without limitation, moneys that may become due or moneys that are due) in the Agreement without the written consent of the other except to the extent that the effect of this limitation may be restricted by law. Unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under this Agreement. Nothing contained in this paragraph shall prevent Contractor from employing such independent consultants, associates, and subcontractors, as it may deem appropriate to assist it in the performance of the Work required by this Agreement. Any instrument in violation of this provision is null and void. 5 20. Independent Contractor. Contractor is an independent contractor. Contractor’s duties shall be performed with the understanding that Contractor has special expertise as to the Work which Contractor is to perform and is customarily engaged in the independent performance of the same or similar work for others. Contractor shall provide or contract for all required equipment and personnel. Contractor shall control the manner in which the Work is performed; however, the nature of the Work and the results to be achieved shall be specified by the City. The parties agree that this is not a joint venture and the parties are not co-partners. Contractor is not an employee or agent of the City and has no authority to make any binding commitments or obligations on behalf of the City except to the extent expressly provided in this Agreement. All Work provided by Contractor pursuant to this Agreement shall be provided by Contractor as an independent contractor and not as an employee of the City for any purpose, including but not limited to: income tax withholding, workers' compensation, unemployment compensation, FICA taxes, liability for torts and eligibility for employee benefits. 21. Compliance with Laws. Contractor shall exercise due professional care to comply with applicable federal, state and local laws, rules, ordinances and regulations in effect as of the Effective Date. Contractor’s guests, invitees, members, officers, officials, agents, employees, volunteers, representatives, and subcontractors shall abide by the City’s policies prohibiting sexual harassment and tobacco, drug, and alcohol use as defined on the City’s Tobacco, Drug, and Alcohol Policy, as well as all other reasonable work rules, safety rules, or policies, and procedures regulating the conduct of persons on City property, at all times while performing duties pursuant to this Agreement. Contractor agrees and understands that a violation of any of these policies, procedures, or rules constitutes a breach of the Agreement and sufficient grounds for immediate termination of the Agreement by the City. 22. Entire Agreement. The Contract Documents shall constitute the entire agreement between the City and Contractor, and supersede any other written or oral agreements between the City and Contractor. 23. Third Party Rights. The parties to this Agreement do not intend to confer any rights under this Agreement on any third party. 24. Choice of Law and Venue. This Agreement shall be governed by and construed in accordance with the laws of the state of Minnesota. Any disputes, controversies, or claims arising out of this Agreement shall be heard in the state or federal courts of Hennepin County, Minnesota, and all parties to this Agreement waive any objection to the jurisdiction of these courts, whether based on convenience or otherwise. 25. Work Products and Ownership of Documents. All records, information, materials and other work products, including, but not limited to the completed reports, drawings, plans, and specifications prepared and developed in connection with the provision of the Work pursuant to this Agreement shall become the property of the City, but reproductions of such records, information, materials and other work products in whole or in part may be retained by Contractor. Regardless of when such information was provided, Contractor agrees that it will not disclose for any purpose any information Contractor has obtained arising out of or related to this Agreement, except as authorized by the City or as required by law. These obligations survive the termination of this Agreement. 26. Conflict of Interest. Contractor shall use reasonable care to avoid conflicts of interest and appearances of impropriety in representation of the City. In the event of a conflict of interest, Contractor 6 shall advise the City and, either secure a waiver of the conflict, or advise the City that it will be unable to provide the requested Work. 27. Agreement Not Exclusive. The City retains the right to hire other professionals, contractors and service providers for this or other matters, in the City’s sole discretion. 28. Data Practices Act Compliance. Any and all data provided to Contractor, received from Contractor, created, collected, received, stored, used, maintained, or disseminated by Contractor pursuant to this Agreement shall be administered in accordance with, and is subject to the requirements of the Minnesota Government Data Practices Act, Minnesota Statutes, Chapter 13. Contractor agrees to notify the City within three business days if it receives a data request from a third party. This paragraph does not create a duty on the part of Contractor to provide access to public data to the public if the public data are available from the City, except as required by the terms of this Agreement. These obligations shall survive the termination or completion of this Agreement. 29. No Discrimination. Contractor agrees not to discriminate in providing the Work under this Agreement on the basis of race, color, sex, creed, national origin, disability, age, sexual orientation, status with regard to public assistance, or religion. Violation of any part of this provision may lead to immediate termination of this Agreement. Contractor agrees to comply with Americans with Disabilities Act as amended (“ADA”), section 504 of the Rehabilitation Act of 1973, and the Minnesota Human Rights Act, Minnesota Statutes, Chapter 363A. Contractor agrees to hold harmless and indemnify the City from costs, including but not limited to damages, attorneys’ fees and staff time, in any action or proceeding brought alleging a violation of these laws by Contractor or its guests, invitees, members, officers, officials, agents, employees, volunteers, representatives and subcontractors. Upon request, Contractor shall provide accommodation to allow individuals with disabilities to participate in all Work under this Agreement. Contractor agrees to utilize its own auxiliary aid or service in order to comply with ADA requirements for effective communication with individuals with disabilities. 30. Authorized Agents. The City’s authorized agent for purposes of administration of this contract is Tim Kieffer, or designee. Contractor’s authorized agent for purposes of administration of this contract is Brent Blanske, or designee who shall perform or supervise the performance of all Work. 31. Notices. Any notices permitted or required by this Agreement shall be deemed given when personally delivered or upon deposit in the United States mail, postage fully prepaid, certified, return receipt requested, addressed to: CONTRACTOR THE CITY Bratt Tree Company 5612 Corvallis Avenue North Crystal, MN 55429 brentheartwood@gmail.com City of Golden Valley 7800 Golden Valley Road Golden Valley, MN 55427 tkieffer@goldenvalleymn.gov or such other contact information as either party may provide to the other by notice given in accordance with this provision. 7 32. Waiver. No waiver of any provision or of any breach of this Agreement shall constitute a waiver of any other provisions or any other or further breach, and no such waiver shall be effective unless made in writing and signed by an authorized representative of the party to be charged with such a waiver. 33. Headings. The headings contained in this Agreement have been inserted for convenience of reference only and shall in no way define, limit or affect the scope and intent of this Agreement. 34. Payment of Subcontractors. Contractor agrees to pay all laborers employed and all subcontractors furnishing material to Contractor in the performance of this contract. If Contractor fails to pay any claims and demands for labor and materials, the City may apply the monies due to Contractor toward paying and satisfying such claims and demands. The City has the right to apply monies due to Contractor towards paying any accrued indebtedness or any claim which may hereafter come due against Contractor. The amount of such payments shall be deducted from the balance due to the Contractor. Pursuant to Minnesota Statutes, Section 471.425, Subdivision 4(a), Contractor must pay any subcontractor within ten (10) days of Contractor’s receipt of payment from the City for undisputed services provided by the subcontractor. Contractor must pay interest of one and one-half percent (1½%) per month or any part of a month to the subcontractor on any undisputed amount not paid on time to the subcontractor. The minimum monthly interest penalty payment for an unpaid balance of $100.00 or more is $10.00. For an unpaid balance of less than $100.00, Contractor shall pay the actual penalty due to the subcontractor. A subcontractor who prevails in a civil action to collect interest penalties from the Contractor shall be awarded its costs and disbursements, including attorney’s fees, incurred in bringing the action. 35. Severability. In the event that any provision of this Agreement shall be illegal or otherwise unenforceable, such provision shall be severed, and the balance of the Agreement shall continue in full force and effect. 36. Signatory. Each person executing this Agreement (“Signatory”) represents and warrants that they are duly authorized to sign on behalf of their respective organization. In the event Contractor did not authorize the Signatory to sign on its behalf, the Signatory agrees to assume responsibility for the duties and liability of Contractor, described in this Agreement, personally. 37. Counterparts and Electronic Communication. This Agreement may be executed in two or more counterparts, each of which shall be deemed an original, but all of which taken together shall constitute one and the same instrument. This Agreement may be transmitted by electronic mail in portable document format (pdf) and signatures appearing on electronic mail instruments shall be treated as original signatures. 38. Recitals. The City and Contractor agree that the Recitals are true and correct and are fully incorporated into this Agreement. IN WITNESS WHEREOF, the City and Contractor have caused this Independent Contractor Agreement to be executed by their duly authorized representatives in duplicate on the respective dates indicated below. 8 CONTRACTOR: CITY OF GOLDEN VALLEY: By: _________________________________ Brent Blanske, General Manager By: _________________________________ Shepard M. Harris, Mayor By: _________________________________ Timothy J. Cruikshank, City Manager EXHIBIT A SCOPE OF WORK 1. Work. The Work shall include all labor and equipment necessary to remove all brush and branches four inches (4”) in diameter or smaller (the “Materials”) from the boulevards in each section. The work shall include the following: a. Remove the Materials from the boulevard with clam trucks and operators. b. Clean the pickup area and repair any areas damaged by equipment. c. Provide return service to properties not covered during initial cleanup. d. Videotape piles not complying with City requirements including shot of address on house for reference. Video should clearly show non-compliance and date. 2. Location. Contractor shall remove the Materials from street boulevards within the City. The City staff has divided the City into the following three sections for the removal operation: Section 1 is the area north of TH 55 and east of Douglas Drive. Section 2 is the area north of TH 55 and west of Douglas Drive. Section 3 is the area south of TH 55. 3. Schedule. Contractor shall complete the Work in each section according to the following schedule: Section Start Date Completion Date Section 1 April 25, 2022 April, 2022 Section 2 May 2, 2022 May 7, 2022 Section 3 May 9, 2022 May 14, 2022 Contractor shall complete each section of Work by the Completion Date stated in the table above. If the City receives requests for additional pick-ups from residents by May 14, 2022, the City’s representative may develop a list of additional work to be performed by the Contractor (the “Additional Pick-Ups”). Contractor shall perform all Additional Pick-Ups at the unit price for equipment and labor in Exhibit C. Contractor shall not be entitled to increased prices to perform the Additional Pick-Ups. All Work under this contract including, but not limited to the Additional Pick-Ups shall be completed by May 21, 2022 (the “Final Completion Date”). If Contractor fails to complete the Work within each section by the Final Completion Date, the City may charge Contractor, and withhold from any monies due to Contractor, liquidated damages in the amount of $500 per calendar day until all of the Work is completed. 4. Disposal. Contractor shall collect, transport, and deposit all collected Materials at the City Designated Collection Facility located at 9305 10th Avenue North, Golden Valley, MN 55427. Contractor shall make reasonable efforts to keep the areas outside of the designated storage site at the City Designated Collection Facility free of debris. Contractor shall stack the Materials each day in an organized manner such that the debris is oriented in a uniform direction for efficient transfer. EXHIBIT B SPECIAL CONDITIONS 1. Responsible Contractor Certification. Contractor and subcontractor(s) shall be a “responsible contractor” as defined in Minnesota Statutes §16C.285, subdivision 3. Contractor or subcontractor(s) that do not meet the minimum criteria established in Minnesota Statutes §16C.285, subdivision 3, or who fails to verify compliance with the minimum requirements, will not be a “responsible contractor” and will be ineligible to perform the Work. Contractor and subcontractor(s) are that make a false statement verifying compliance with any of the minimum criteria shall result in the termination of this Agreement. 2. Safety Precautions and Accident Prevention. Contractor shall observe and comply with all requirements to the safety of the workforce to be employed on the project. Contractor shall comply with all safety measures recommended and required by any governmental agency, including the Department of Labor and Industry, Division of Accident Prevention of the Industrial Commission of Minnesota, and with the requirements of the Workmen's Compensation Act and any amendments thereto. Attention is called to the other paragraphs of these Special Conditions covering safety precautions and accident prevention. Contractor shall be responsible for all safety issues on this project. Contractor shall comply with instructions from the City for implementing any additional safety-related requirements. 3. Temporary Traffic Control Devices. Contractor, at its own expense, shall furnish and deploy temporary traffic control signs and devices in accordance with the provisions of the Minnesota Manual on Uniform Traffic Control Devices (MMUTCD) when the Work occurs on or adjacent to any street, alley or public place. Contractor shall, at Contractor’s own cost and expense, furnish and erect such barricades, fences, lights and danger signals, and shall take such other precautionary measures for the protection of persons and property and of the work as is necessary. A sufficient number of devices shall be erected to keep vehicles from driving into the work zone and to warn pedestrians and children of the existence of the Work. Contractor shall be responsible for all damages, costs to repair, fees or other losses due to failure of barricades, signs, or lights. Contractor shall be solely responsible for the maintenance of barricades, signs and devices. 4. DOT Compliance. All of Contractor’s drivers performing work for the City must be in compliance with the Minnesota Department of Transportation (“DOT”) requirements related to holding a Commercial Driver’s License (CDL). Contractor shall be responsible for ensuring its own compliance with all applicable DOT regulations and requirements, including but not limited to DOT regulations related to drug testing and the maintenance of drug testing records. Contractor shall indemnify and hold harmless the City for any fines or penalties incurred as a result of Contractor’s failure to comply with DOT requirements as set forth above. It shall be Contractor’s responsibility to comply and provide evidence to the City of DOT compliance upon request. 5. Hours of Operation. Contractor shall perform the Work Monday through Saturday from 7:00 a.m. to 7:00 p.m., excluding holidays. 6. Noise Elimination. Contractor shall eliminate noise to the greatest extent possible at all times. Air compressing plants shall be equipped with silencers, and the exhausts of all gasoline motors or other power equipment shall be provided with mufflers approved by the manufacturer. 7. Care of Work. All work under this contract shall be accomplished with reasonable care and minimal damage to affected properties. The Contractor shall provide quality cleanup after removal and repair of any damage done by the Contractor. 8. Payment. Payment for this project will be on an hourly basis as stated in Exhibit C and shall be based on the number of hours worked and the type of equipment used. The Contractor shall submit to the City’s representative a time sheet for each day’s activities. The estimated quantities on the Proposal form are for determination of the lowest proposal for the Work. Actual quantities may be adjusted so long as the total Contract Price does not exceed the amounted budgeted by the City. Contractor shall use as many pieces of equipment and provide the necessary labor force to ensure all of the Work is completed within the Contract Time. 9. Contract Time Extension. Contractor shall perform fully, entirely, and in an acceptable manner, the Work within the Contract Time stated in this Agreement. If Contractor determines it is impossible to complete the Work within the Contract Time, Contractor shall request an extension from the City, in writing, not less than ten days prior to end of the Contract Time. Contractor’s extension request shall detail fully in the reasons for the requested extension. The City, in its sole discretion, may grant or deny Contractor’s extension request. The City will only grant extension requests if the Work has been delayed by circumstances beyond Contractor’s control, or if the Material quantities substantially exceed the estimated quantities. 10. Risk of Loss. Contractor acknowledges that it will bear all risk of loss with regard to its performance under this Agreement, including without limitation, the cost of losses caused by delays attributable to Contractor, breakdowns of trucks, equipment and the acts or omissions of Contractor’s employees. EXHIBIT C PROPOSAL Contractor certifies that an examination has been made of the scope and location of work and proposes to furnish all necessary machinery, equipment, tools, labor and other means for the Work and to furnish all materials specified in the manner and at the time prescribed in the Contract Documents. Contractor understands that the quantities shown herein are approximate only and are subject to increase or decrease. Contractor further understands all quantities, whether increased or decreased, shall be performed at the unit prices below. The cost of hauling to the dumpsite and the cost of dumping material at the site shall be included in the prices bid for the equipment. Clam Truck with Operator $ 110.00 /hr. X 290 hours = $ 31,900.00 Haul Truck with Operator $ 105.00 /hr. X 290 hours = $ 30,450.00 2 Person Clean-Up Crew $ 60.00 /hr. X 290 hours = $ 17,400.00 TOTAL: GRAND TOTAL COST TO PROVIDE SERVICES FOR 2022 SPRING BRUSH PICK-UP $ 79,750.00 Golden Valley City Council Meeting April 5, 2022 Agenda Item 3. D. 2. Approve Contract for Sanitary Sewer Lining Repairs with Hydro-Klean, LLC. Prepared By Tim Kieffer, Public Works Director Joe Hansen, Utility Maintenance Superintendent Summary The City contracts lining of sanitary sewer mainline to rehabilitate deteriorated pipes reducing blockages and Inflow and Infiltration. Staff routinely televises the City’s sanitary sewer system to evaluate conditions and identify issues. Staff proposes to line pipes in the poorest condition due to offset joints, root intrusion, and probability of failure. Quotes were received on March 21, 2022, to line 4,219 feet of sanitary sewer pipe. The results are listed below: Hydro-Klean, LLC $123,727.93 Insituform Technologies USA, LLC $154,736.80 Visu-Sewer, Inc. $152,665.00 Financial Or Budget Considerations The 2022-2031 Water and Sanitary Sewer Capital Improvement Program (CIP) includes $100,000 for sanitary sewer lining (W&SS-078). Additional funding will come from the Sanitary Sewer operating budget (7122.6340) which has $62,500 dedicated for grouting and sealing. Recommended Action Motion to authorize the Mayor and City Manager to execute the Contract for Sanitary Sewer Lining Repairs with Hydro-Klean, LLC in the form approved by the City Attorney in the amount of $123,727.93. Supporting Documents Contract for Sanitary Sewer Lining Repairs with Hydro-Klean, LLC (19 pages) 1 CONTRACT FOR SANITARY SEWER LINING REPAIRS WITH HYDRO-KLEAN, LLC THIS AGREEMENT is made this 5th day of April, 2022 (the “Effective Date”) by and between Hydro-Klean, LLC, a pipe rehabilitation company located at 2345 Rice Street, Suite 230, Roseville, MN 55113 (“Contractor”), and the City of Golden Valley, Minnesota, a Minnesota municipal corporation located at 7800 Golden Valley Road, Golden Valley, MN 55427 (the “City”): RECITALS A. Contractor is engaged in the business of sanitary sewer lining repair. B. The City desires to hire Contractor to repair sanitary sewers using cured-in-place pipe. C. Contractor represents that it has the professional expertise and capabilities to provide the City with the requested work. D. The City desires to engage Contractor to provide the work described in this Agreement and Contractor is willing to provide such work on the terms and conditions in this Agreement. NOW, THEREFORE, in consideration of the terms and conditions expressed herein, the City and Contractor agree as follows: AGREEMENT 1. The Work. Contractor shall perform the work more fully described in the attached Exhibit A (the “Work”). The Work includes all work and services required by this Agreement, whether completed or partially completed, and includes all labor, materials, equipment, and services provided or to be provided by Contractor to fulfill Contractor’s obligations. All Work shall be completed according to the specifications set forth in the attached Exhibit B. Contractor shall at all times keep the premises free from accumulation of waste materials and debris caused by Contractor’s operations. 2. Time for Completion. The Contractor shall proceed diligently and shall complete the Work to the satisfaction and approval of the City’s authorized agent according to the deadlines set forth in Exhibit A (the “Contract Time”). Contractor shall notify the City in writing of any cause of delay of the Work within 24 hours after such cause of delay arises. If Contractor fails to complete the Work by the Contract Time, the City may immediately, or at any time thereafter, proceed to complete the Work at the Contractor’s expense. If Contractor gives written notice of a delay over which Contractor has no control, the City may, at its discretion, extend the Contract Time. 3. Consideration. In consideration of the performance of the Work, the City shall pay to Contractor the amount set forth herein Exhibit C (the “Contract Price”). The consideration shall be for both the Work performed by Contractor and the expenses incurred by Contractor in performing the Work. Contractor shall submit statements to the City containing a detailed list of project labor and hours, rates, titles, and amounts undertaken by Contractor during the relevant billing period. The City shall pay Contractor within thirty (30) days after receiving a statement from Contractor. 2 4. Extra Work. Unless approved by the City in writing, Contractor shall make no claim for extra work done or materials furnished, nor shall Contractor do any work or furnish any materials not covered by the plans and specifications of this Agreement. Any such work or materials furnished by Contractor without written City approval shall be at Contractor’s own risk and expense. Contractor shall perform any altered plans ordered by the City; if such alteration reduces the cost of doing such work, the actual amount of such reduction shall be deducted from the contract price for the Work. 5. Contract Documents. The Contract Documents shall consist of this Agreement; all exhibits to this Agreement, which are incorporated herein by reference; any supplementary drawings, plans, and specifications; and other documents listed herein. In the event of a conflict among the various provisions of the Contract Documents, the terms shall be interpreted in the following order of priority: a. Modifications to this Agreement b. This Agreement, including all exhibits c. Supplementary drawings, plans, specifications d. Other documents listed in this Agreement Drawings shall control over Specifications, and detail in drawings shall control over large-scale drawings. All capitalized terms used and not otherwise defined in this Agreement, but defined elsewhere in the Contract Documents, shall have the meaning set forth in the Contract Documents. 6. Expense Reimbursement. Contractor shall not be compensated separately for necessary incidental expenses. All expenses of Contractor shall be built into Contractor’s fixed compensation rate, unless reimbursement is provided for an expense that received the prior written approval of the City, which approval may be provided via electronic mail. 7. Approvals. Contractor shall secure the City’s written approval before making any expenditures, purchases, or commitments on the City’s behalf beyond those listed in the Work. The City’s approval may be provided via electronic mail. 8. Protection of Persons and Property. Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the performance of the Work. Contractor shall take reasonable precautions for the safety of, and shall provide reasonable protection to prevent damage, injury, or loss to: a. Persons performing the Work and other persons who may be affected by the Work; b. The Work and materials and equipment to be incorporated therein; and c. Other property at the site or adjacent to the site, such as trees, shrubs, lawns, walks, pavement, roadways, structures and utilities. Contractor shall promptly remedy damage and loss to property caused in whole or in part by Contractor or any of its subcontractors, agents, or anyone directly or indirectly employed by any of them. 9. Acceptance of the Work. All of the Contractor’s work and labor shall be subject to the inspection and approval of the City. If any materials or labor are rejected by the City as defective or unsuitable, then the materials shall be removed and replaced with other approved materials and the labor shall be done 3 to the satisfaction and approval of the City at the Contractor’s sole cost and expense. Contractor shall replace at Contractor’s expense any loss or damage to the Work, however caused, which occurs during the construction thereof or prior to the final delivery to and acceptance of the Work by the City. Any payment made to Contractor, shall not be construed as operating to relieve Contractor from responsibility for the construction and delivery of Work. Acceptance of the completed Work shall be evidenced only by Final Payment (the “Final Payment”) issued by the City, which shall state the date on which the City accepts the completed Work (the “Final Completion Date”). 10. Warranty. Contractor represents and warrants that it has the requisite training, skills, and experience necessary to complete the Work, is appropriately licensed by all applicable agencies and governmental entities, and will complete the Work in a manner consistent with the level of care and skill ordinarily exercised by professionals currently providing similar work. Contractor further represents and warrants to the City that the materials and equipment furnished under this Agreement are of good quality and new, unless this Agreement requires or permits otherwise. Contractor further warrants that the Work will conform to the requirements of this Agreement and will be free from defects. Work, materials, or equipment not conforming to these requirements may be considered defective. Contractor shall promptly correct any defective Work. Costs of correcting such defective Work, including additional testing and inspections, the cost of uncovering and replacement, and compensation for any additional services and expenses made necessary thereby, shall be at Contractor’s expense. Contractor’s warranty shall exclude remedy for damage or defect caused by abuse, alterations to the Work not executed by Contractor or its subcontractors, agents, or anyone hired or employed by any of them, improper or insufficient maintenance, improper operation or normal wear and tear under normal usage. 11. Guarantee. Contractor guarantees and agrees to maintain the stability of the Work and materials furnished and installed under this contract for a period of one year after the Final Completion Date (the “Guarantee Period”). Contractor agrees to perform fully all other guarantees as set forth in the specifications. If any of the Work is found to be not in accordance with the requirements of the Contract during the Guarantee Period, Contractor shall correct it promptly after receipt of notice from the City to do so. The City shall give such notice promptly after discovery of the condition. If Contractor fails to correct nonconforming Work within a reasonable time after receipt of notice from the City, the City may correct the Work at Contractor’s expense. The Guarantee Period shall be extended with respect to portions of Work first performed after the Final Completion Date by the period of time between Final Payment and the actual completion of that portion of the Work. The one-year period for correction of Work shall not be extended by corrective Work performed by Contractor pursuant to this Section. Nothing contained in this Section shall be construed to establish a period of limitation with respect to other obligations Contractor has under the Contract Documents. Establishment of the one-year period for correction of Work as described in this Section relates only to the specific obligation of Contractor to correct the Work, and has no relationship to the time within which the obligation to comply with the Contract Documents may be sought to be enforced, nor to the time within which proceedings may be commenced to establish Contractor’s liability with respect to Contractor’s obligations other than specifically to correct the Work. 12. Termination. This Agreement shall remain in force and effect commencing from the effective date and continuing until the completion of all of the parties’ obligations hereunder, unless terminated 4 by the City or amended pursuant to the Agreement. Notwithstanding any other provision hereof to the contrary, this Agreement may be terminated as follows: a. The parties, by mutual written agreement, may terminate this Agreement at any time; b. Contractor may terminate this Agreement in the event of a breach of the Agreement by the City upon providing thirty (30) days’ written notice to the City; c. The City may terminate this Agreement at any time at its option, for any reason or no reason at all; or d. The City may terminate this Agreement immediately upon Contractor’s failure to have in force any insurance required by this Agreement. In the event of a termination, the City shall pay Contractor for Work performed to the date of termination and for all costs or other expenses incurred prior to the date of termination. 13. Amendments. No amendments may be made to this Agreement except in a writing signed by both parties. 14. Remedies. In the event of a termination of this Agreement by the City because of a breach by Contractor, the City may complete the Work either by itself or by contract with other persons or entities, or any combination thereof. These remedies provided to the City for breach of this Agreement by Contractor shall not be exclusive. The City shall be entitled to exercise any one or more other legal or equitable remedies available because of Contractor’s breach. 15. Records/Inspection. Pursuant to Minnesota Statutes § 16C.05, subd. 5, Contractor agrees that the books, records, documents, and accounting procedures and practices of Contractor, that are relevant to the contract or transaction, are subject to examination by the City and the state auditor or legislative auditor for a minimum of six years. Contractor shall maintain such records for a minimum of six years after final payment. The parties agree that this obligation will survive the completion or termination of this Agreement. 16. Indemnification. To the fullest extent permitted by law, Contractor, and Contractor’s successors or assigns, agree to protect, defend, indemnify, save, and hold harmless the City, its officers, officials, agents, volunteers, and employees from any and all claims; lawsuits; causes of actions of any kind, nature, or character; damages; losses; and costs, disbursements, and expenses of defending the same, including but not limited to attorneys’ fees, professional services, and other technical, administrative or professional assistance resulting from or arising out of Contractor’s (or its subcontractors, agents, volunteers, members, invitees, representatives, or employees) performance of the duties required by or arising from this Agreement, or caused in whole or in part by any negligent act or omission or willful misconduct by Contractor, or arising out of Contractor’s failure to obtain or maintain the insurance required by this Agreement. Nothing in this Agreement shall constitute a waiver or limitation of any immunity or limitation on liability to which the City is entitled. The parties agree that these indemnification obligations shall survive the completion or termination of this Agreement. 17. Insurance. Contractor shall maintain reasonable insurance coverage throughout this Agreement. Contractor agrees that before any work related to the approved project can be performed, Contractor shall maintain at a minimum: a. Worker’s Compensation Insurance as required by Minnesota Statutes, section 176.181; 5 b. Business Auto Liability covering vehicles owned by Contractor and non-owned vehicles used by Contractor, with policy limits not less than $1,000,000.00 per accident, for bodily injury, death of any person, and property damage arising out of the ownership, maintenance, and use of such motor vehicles, along with any statutorily required automobile coverage; c. Commercial General Liability in an amount of not less than $1,000,000.00 per occurrence, $2,000,000 general aggregate, and $2,000,000 for products-completed operations hazard, providing coverage for claims including: i. Damages because of bodily injury, sickness or disease, including occupational sickness or disease, and death of any person; ii. Personal and advertising injury; iii. Damages because of physical damage to or destruction of property, including loss of use of such property; iv. Bodily injury or property damage arising out of completed operations; and v. Contractor’s indemnity obligations under this Agreement. To meet the Commercial General Liability and Business Auto Liability requirements, Contractor may use a combination of Excess and Umbrella coverage. Prior to commencement of the Work, Contractor shall provide the City with a current certificate of insurance including the following language: “The City of Golden Valley is named as an additional insured with respect to the commercial general liability, business automobile liability and umbrella or excess liability, as required by the contract. The umbrella or excess liability policy follows form on all underlying coverages.” Such certificate of liability insurance shall list the City as an additional insured and contain a statement that such policies of insurance shall not be canceled or amended unless 30 days’ written notice is provided to the City, or 10 days’ written notice in the case of non-payment. 18. Compliance with State Withholding Tax. Before final payment is made for the Work on this project, Contractor must make a satisfactory showing that it has complied with the provisions of Minnesota Statutes, section 290.92 requiring the withholding of State Income Tax for wages paid employees on this project by providing to the City Engineer a Certificate of Compliance from the Commissioner of Taxation. Contractor is advised that before such Certificate can be issued, Contractor must first place on file with the Commissioner of Taxation an affidavit, in the form of an IC-134, that Contractor has complied with the provisions of Minnesota Statutes Section 290.92. 19. Assignment. Neither the City nor Contractor shall assign this Agreement or any rights under or interest in this Agreement, in whole or in part, without the other party’s prior written consent. Any assignment in violation of this provision is null and void. Neither the City nor Contractor shall assign, or transfer any rights under or interest (including, but without limitation, moneys that may become due or moneys that are due) in the Agreement without the written consent of the other except to the extent that the effect of this limitation may be restricted by law. Unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under this Agreement. Nothing contained in this paragraph shall prevent Contractor from employing such independent consultants, associates, and subcontractors, as it may deem appropriate to assist it in the performance of the Work required by this Agreement. Any instrument in violation of this provision is null and void. 6 20. Independent Contractor. Contractor is an independent contractor. Contractor’s duties shall be performed with the understanding that Contractor has special expertise as to the Work which Contractor is to perform and is customarily engaged in the independent performance of the same or similar work for others. Contractor shall provide or contract for all required equipment and personnel. Contractor shall control the manner in which the Work is performed; however, the nature of the Work and the results to be achieved shall be specified by the City. The parties agree that this is not a joint venture and the parties are not co-partners. Contractor is not an employee or agent of the City and has no authority to make any binding commitments or obligations on behalf of the City except to the extent expressly provided in this Agreement. All Work provided by Contractor pursuant to this Agreement shall be provided by Contractor as an independent contractor and not as an employee of the City for any purpose, including but not limited to: income tax withholding, workers' compensation, unemployment compensation, FICA taxes, liability for torts and eligibility for employee benefits. 21. Compliance with Laws. Contractor shall exercise due professional care to comply with applicable federal, state and local laws, rules, ordinances and regulations in effect as of the Effective Date. Contractor’s guests, invitees, members, officers, officials, agents, employees, volunteers, representatives, and subcontractors shall abide by the City’s policies prohibiting sexual harassment and tobacco, drug, and alcohol use as defined on the City’s Tobacco, Drug, and Alcohol Policy, as well as all other reasonable work rules, safety rules, or policies, and procedures regulating the conduct of persons on City property, at all times while performing duties pursuant to this Agreement. Contractor agrees and understands that a violation of any of these policies, procedures, or rules constitutes a breach of the Agreement and sufficient grounds for immediate termination of the Agreement by the City. 22. Entire Agreement. The Contract Documents shall constitute the entire agreement between the City and Contractor, and supersede any other written or oral agreements between the City and Contractor. 23. Third Party Rights. The parties to this Agreement do not intend to confer any rights under this Agreement on any third party. 24. Choice of Law and Venue. This Agreement shall be governed by and construed in accordance with the laws of the state of Minnesota. Any disputes, controversies, or claims arising out of this Agreement shall be heard in the state or federal courts of Hennepin County, Minnesota, and all parties to this Agreement waive any objection to the jurisdiction of these courts, whether based on convenience or otherwise. 25. Work Products and Ownership of Documents. All records, information, materials and other work products, including, but not limited to the completed reports, drawings, plans, and specifications prepared and developed in connection with the provision of the Work pursuant to this Agreement shall become the property of the City, but reproductions of such records, information, materials and other work products in whole or in part may be retained by Contractor. Regardless of when such information was provided, Contractor agrees that it will not disclose for any purpose any information Contractor has obtained arising out of or related to this Agreement, except as authorized by the City or as required by law. These obligations survive the termination of this Agreement. 26. Conflict of Interest. Contractor shall use reasonable care to avoid conflicts of interest and appearances of impropriety in representation of the City. In the event of a conflict of interest, Contractor 7 shall advise the City and, either secure a waiver of the conflict, or advise the City that it will be unable to provide the requested Work. 27. Agreement Not Exclusive. The City retains the right to hire other professionals, contractors and service providers for this or other matters, in the City’s sole discretion. 28. Data Practices Act Compliance. Any and all data provided to Contractor, received from Contractor, created, collected, received, stored, used, maintained, or disseminated by Contractor pursuant to this Agreement shall be administered in accordance with, and is subject to the requirements of the Minnesota Government Data Practices Act, Minnesota Statutes, Chapter 13. Contractor agrees to notify the City within three business days if it receives a data request from a third party. This paragraph does not create a duty on the part of Contractor to provide access to public data to the public if the public data are available from the City, except as required by the terms of this Agreement. These obligations shall survive the termination or completion of this Agreement. 29. No Discrimination. Contractor agrees not to discriminate in providing the Work under this Agreement on the basis of race, color, sex, creed, national origin, disability, age, sexual orientation, status with regard to public assistance, or religion. Violation of any part of this provision may lead to immediate termination of this Agreement. Contractor agrees to comply with Americans with Disabilities Act as amended (“ADA”), section 504 of the Rehabilitation Act of 1973, and the Minnesota Human Rights Act, Minnesota Statutes, Chapter 363A. Contractor agrees to hold harmless and indemnify the City from costs, including but not limited to damages, attorneys’ fees and staff time, in any action or proceeding brought alleging a violation of these laws by Contractor or its guests, invitees, members, officers, officials, agents, employees, volunteers, representatives and subcontractors. Upon request, Contractor shall provide accommodation to allow individuals with disabilities to participate in all Work under this Agreement. Contractor agrees to utilize its own auxiliary aid or service in order to comply with ADA requirements for effective communication with individuals with disabilities. 30. Authorized Agents. The City’s authorized agent for purposes of administration of this contract is Tim Kieffer, or designee. Contractor’s authorized agent for purposes of administration of this contract is Jill Lomp, or designee who shall perform or supervise the performance of all Work. 31. Notices. Any notices permitted or required by this Agreement shall be deemed given when personally delivered or upon deposit in the United States mail, postage fully prepaid, certified, return receipt requested, addressed to: CONTRACTOR THE CITY Hydro-Klean, LLC 2345 Rice Street, Suite 230 Roseville, MN 55113 jlomp@hksolutionsgroup.com City of Golden Valley 7800 Golden Valley Road Golden Valley, MN 55427 tkieffer@goldenvalleymn.gov or such other contact information as either party may provide to the other by notice given in accordance with this provision. 32. Waiver. No waiver of any provision or of any breach of this Agreement shall constitute a waiver of any other provisions or any other or further breach, and no such waiver shall be effective unless made in writing and signed by an authorized representative of the party to be charged with such a waiver. 8 33. Headings. The headings contained in this Agreement have been inserted for convenience of reference only and shall in no way define, limit or affect the scope and intent of this Agreement. 34. Severability. In the event that any provision of this Agreement shall be illegal or otherwise unenforceable, such provision shall be severed, and the balance of the Agreement shall continue in full force and effect. 35. Signatory. Each person executing this Agreement (“Signatory”) represents and warrants that they are duly authorized to sign on behalf of their respective organization. In the event Contractor did not authorize the Signatory to sign on its behalf, the Signatory agrees to assume responsibility for the duties and liability of Contractor, described in this Agreement, personally. 36. Counterparts and Electronic Communication. This Agreement may be executed in two or more counterparts, each of which shall be deemed an original, but all of which taken together shall constitute one and the same instrument. This Agreement may be transmitted by electronic mail in portable document format (pdf) and signatures appearing on electronic mail instruments shall be treated as original signatures. 37. Recitals. The City and Contractor agree that the Recitals are true and correct and are fully incorporated into this Agreement. IN WITNESS WHEREOF, the City and Contractor have caused this Independent Contractor Agreement to be executed by their duly authorized representatives in duplicate on the respective dates indicated below. CONTRACTOR: CITY OF GOLDEN VALLEY: By: _________________________________ Jill Lomp, Contracts Manager By: _________________________________ Shepard M. Harris, Mayor By: _________________________________ Timothy J. Cruikshank, City Manager EXHIBIT A SCOPE OF WORK 1. Sewer Lining Repair. The unit price bid per linear foot for lining sewers shall be considered compensation in full to line the pipe with a liner of the size and length specified in the Proposal. Liners shall be constructed with a resin impregnated tube. Each liner must be the full length of the area specified to be repaired. All costs associated with the installation to meet the following requirements shall be included in the bid price for sewer lining: A. Mobilization and site preparation. B. Televising and recording of sanitary sewer lines to be lined to determine existing conditions on a manhole-to-manhole basis. The recorded flash drive and written log of the pipeline shall be submitted to the Engineer two weeks prior to lining. Contractor shall stop the camera at each service lateral and pan and tilt the camera in order to inspect the lateral connection to the extent possible. C. Cleaning necessary to a condition for proper installation of the product. This shall include, but not limited to, removing all roots, protruding taps, mineral deposits, and loose pieces of pipe, as deemed necessary by the Engineer. D. Determine if existing service connections are active or inactive. E. Notification of affected residents including residents located downstream to the nearest manhole, at least 24 hours in advance of proposed lining installation, of limited or restricted usage of sewer lines. F. Complete placement of approved lining material within sanitary sewer in accordance with the manufacturer’s requirements, and as directed by the Engineer. G. Hydrophilic seal the ends of the liner in manholes to provide a watertight seal, approved by the Engineer, and eliminate infiltration from between the liner and the existing pipe. H. Grind and seal the edges of short lining segments that do not go from manhole to manhole to provide a watertight seal to eliminate infiltration from between the liner and existing pipe and to help pipe flow. I. Flow control, including bypass pumping, if required. J. Reinstatement and reconnection of service connections, and as directed by the Engineer. K. Post-lining internal television inspection and DVD recording. Pre- and post- videotapes shall be submitted to the Engineer and become the property of the City. L. Cleanup. M. Other appurtenant and incidental work. 2. Existing Pipe Condition. The sanitary sewer repair sites under this Agreement have been televised. The Proposal Form represents the probable work to be done at the various locations. The location of all work covered by the Proposal Form is shown herein Exhibit A. It is not the intent of this Section to attempt to cover the entire problem, or the extent of the Work that may be required to repair the sewer at each site. Copies of the video showing sewer defects may be obtained by contacting the Golden Valley Engineering Department at (763) 593- 8030. 3. Pre-qualified Installers. Installers pre-qualified to do linings, defined as those areas where a lining is installed through the full length of the existing sewer between two adjoining manholes, are Infrastructure Technologies, Inc., Insituform, Inc., Veit, Visu-Sewer, Inc. Lametti and Sons, Inc., Michels Pipe Services and Hydro-Klean LLC. 4. Installer Approval. All other contractors or subcontractors wishing to become prequalified to perform this portion of the Work must apply one (1) week before the quote deadline and shall submit to the Engineer for approval. A. A license or certificate from the manufacturer verifying their approval B. Evidence of the installer’s experience, including the number, total length and the locations of project installations to date using the proposed materials and methods C. Names and telephone numbers of owners where work of this nature was done by the proposed installer D. Detailed technical information pertaining to long-term design considerations of the product. The decision to accept or reject the applicant lies solely with the Engineer. 5. Previous Work. When requested by the Engineer, Contractor shall submit test results from previous field installations in the USA of the same resin system and tube materials as proposed for the actual installation. These test results must verify that the CIPP physical properties specified have been achieved in previous field applications. Testing samples for this project shall be made and tested at the Contractor’s expense. 6. Schedule. The Work shall be completed by October 1, 2022. 7. Location. The Location Maps herein Exhibit A identify the location of each repair. EXHIBIT B SPECIAL CONDITIONS 1. Product Requirements. Cured-In-Place Pipe (CIPP) Liners shall meet the following product requirements. A. Resin i. The liner bag shall be impregnated with polyester resin for general chemical applications. The resin shall not contain fillers, except those required for viscosity control unless approved by the Engineer. Up to 5% by mass thixotropic agent, which will not interfere with visual inspection, may be added for viscosity control. The resin shall contain a pigment to enhance visual clarity for inspection with video equipment. ii. Epoxy resins may be required by Contractor, if conditions are deemed to warrant their use. B. Felt Content i. Content shall ensure cured thickness of liner as specified. ii. Thickness of cured liner to be as specified (+10%-4%), and shall not include thickness of polyurethane inner liner. C. Resin Content Shall be 10 to 15% by volume greater than volume of felt in the liner bag. D. The cured liner shall conform to the following minimal structure standards listed herein Standard Value Tensile Strength ASTM D638 3,000 psi Flexural Modulus of Elasticity ASTM D790 250,000 psi Flexural Strength ASTM D790 4,500 psi E. The fabric liner shall be fabricated to the size such that when installed, will fit the internal circumference of the pipe. Contractor shall allow for circumferential stretching during insertion for such sizing. F. Contractor shall certify that CIPP shall meet the chemical resistance requirements of ASTM F1216, Appendix X2. G. CIPP liner insertion shall be performed in accordance with the manufacturer’s recommendations, and in such a way to fully extend the tube to its termination point, hold the tube tight against the pipe wall, and produce dimples at service connections and flared ends at maintenance holes. Lubricants may be used as necessary. Care shall be taken so as not to over-stress the liner material. H. Temperature gauges shall be placed to determine the temperature of the incoming and outgoing water from the heat source. Another such gauge shall be placed inside the tube at the remote end to determine the temperature at that location during the cure cycle. Contractor shall supply a suitable heat source and water circulation equipment to deliver hot water throughout the section to be cured by means of a pre-strung hose to uniformly raise the water temperature above the temperature required to effectively cure the resin in accordance with the manufacturer’s recommendations. I. Contractor shall maintain the manufacturer’s recommended hydrostatic pressure and temperature throughout the curing process and for the duration recommended by the manufacturer. Compressible gases such as air or steam shall not be used. J. Initial cure shall be considered complete when the exposed portions of the pipe are hard and sound and the remote temperature sensor indicates that the temperature is high enough to create an exotherm. K. Contractor shall slowly cool the hardened pipe liner in a temperature below 100 degrees F before releasing the hydrostatic pressure. Cool down may be accomplished by introducing cool water into the inversion standpipe to replace water drained from a small hole placed in the downstream end. Final pressure release shall be slow to avoid development of a vacuum in the newly formed pipe liner. L. A tight seal shall be achieved at the ends of the liner. If this is not achieved, then a seal must be achieved by applying a coating of a resin mixture compatible with the liner material at the manholes. M. Steam curing shall not be used unless Contractor meets the following qualifications. i. Contractor shall be licensed and certified by the manufacturer of the CIPP Lining process and have successfully completed at least 5 CIPP Lining Projects and aggregate length of at least 10,000, of which 2,000 linear feet must be greater than 9-inch pipe using steam curing. ii. Each installation crew must be directly supervised by a dedicated foreman having previously supervised the successful installation of at least 5 CIPP Lining Projects and aggregate length of at least 10,000, of which 2,000 linear feet must be greater than 9-inch pipe using steam curing. N. Contractor shall reopen branch connections to buildings without excavation using a remote- controlled cutting device monitored by a video television camera. Contractor shall certify they has a minimum of two (2) complete working cutter units plus spare key components on the site before each lining process begins. After the sewer lining is complete, Contractor shall re-establish all active service connections as soon as practical and before any adverse effect is experienced by the resident. Contractor shall determine active services during pre-construction televising. If Contractor is unable to re-establish sewer service connections inside the pipe and excavation is necessary, the cost and liability of such excavation shall be the responsibility of Contractor, including any additional landscaping or turf establishment. O. Significant wrinkles, as determined by the Engineer, shall be cause for rejection of the liner. Rejected liners shall be completely removed and the pipes relined to provide a smooth pipe interior. The cost for all such removals and relining shall be borne by Contractor. P. Contractor shall warrant and save harmless the City against all claims for patent infringement and any loss thereof. 2. ASTM Provisions. All lining materials shall be in accordance with the provisions of ASTM. A. F1216 – Rehabilitation of Existing Pipelines and Conduits by Inversion and Curing of a Resin Impregnated Tube. B. D-3034 – Type PSM Poly (Vinyl/Chloride) (PVC) Sewer Pipe and Fittings. C. D-1248 – Specification for Polyethylene Plastics Molding and Extrusion Materials. D. F-1504 – Standard Specifications for Folded Poly (Vinyl Chloride) (PVC) Pipe for Existing Sewer and Conduit Rehabilitation. E. F1743-96 – Practice for Rehabilitation of Existing Pipelines and Conduits by Pulled-in- Place Installation of Cured-in-Place Thermosetting Resin Pipe (CIPP). F. D-1784 – Standard Specification for Installation of Deformed Poly (Vinyl/Chloride) and Chlorinated Poly (Vinyl/Chloride) Components. G. D-2122 – Method for Determining Dimensions of Thermoplastic Pipe and Fittings. H. D-3350 – Specifications for Polyethylene Plastics Pipe and Fittings Materials. 3. Product Submittals. Contractor shall submit the following product information before the quote deadline. A. Manufacturer’s product literature and application and installation requirements for materials used in the liner. B. Manufacturer’s product certification for materials used in the liner. C. Liner pipe thickness design (cured-in-place) signed by a Professional Engineer. See ASTM F1216 Section A.5. D. Liner pipe thickness design shall be in accordance with Appendix XI of ASTM F1216. In the liner thickness calculations, the minimum quality of the host pipe shall be five (5) percent, the enhancement factor (K) shall not be greater than 7.0; the minimum safety factor shall be 2.0; and the flexural modulus of elasticity shall be reduced to account for long-term effects and used in the design equation E1. The reduction shall be 75 percent for HDPE material, 65 percent for PVC material and 50 percent for cured-in-place pipe systems. E. No liner will be approved for installation until liner thickness calculations have been submitted and reviewed for conformance with the Specifications and installation requirements. F. Proposed plan for bypassing sewer signed by a Professional Engineer. G. The finished liner shall be fabricated from materials which, when cured, will be chemically resistant to withstand internal exposure to domestic sewage. 4. Responsible Contractor Certification. Contractor and subcontractor(s) shall be a “responsible contractor” as defined in Minnesota Statutes §16C.285, subdivision 3. Contractor or subcontractor(s) that do not meet the minimum criteria established in Minnesota Statutes §16C.285, subdivision 3, or who fails to verify compliance with the minimum requirements, will not be a “responsible contractor” and will be ineligible to perform the Work. Contractor and subcontractor(s) are that make a false statement verifying compliance with any of the minimum criteria shall result in the termination of this Agreement. 5. Pre-Construction Meeting. Prior to the beginning of construction operations, a pre-construction meeting shall be held, and shall be attended by the authorized representatives of the City and persons of the contracting company who will have direct responsibility for workmanship and/or materials used on the project. The conference will disclose all aspects for execution and schedule of the Work. Agreement on any and all questionable measurements, materials, methods or other matters shall be made at this conference. Contractor shall submit the following at the pre-construction meeting. A. Critical path phasing plan and schedule, which details all controlling operations. This shall be submitted a minimum of three (3) days before the pre-construction meeting. B. General project contact information including emergency contacts. C. Traffic Control plan. 6. Safety Precautions and Accident Prevention. The Contractor shall observe and comply with all requirements to the safety of the workforce to be employed on the project. Contractor shall comply with all safety measures recommended and required by any governmental agency, including the Department of Labor and Industry, Division of Accident Prevention of the Industrial Commission of Minnesota, and with the requirements of the Workmen's Compensation Act and any amendments thereof. Attention is called to the other paragraphs of these Special Conditions covering safety precautions and accident prevention. The Contractor shall be responsible for all safety issues on this project. The Contractor shall comply with instructions from the City for implementing any additional requirements for safety concerns. 7. Permits and Licenses. Contractor shall procure all permits and licenses as required, pay all charges and fees and give all notices necessary and incidental to the due and lawful prosecution of the Work. 8. Locating Utilities. Contractor shall obtain field locations or other assistance as may be required to determine the existence and location of gas mains and other private utilities, as well as, public utilities of the City, County or State, which may be underground or overhead within street and highway rights-of-way or within easements and which may be interfered with by the Work prior to the Work. Existing underground, surface or overhead structures are not necessarily shown on the Plans; and those shown are only correct to the level of accuracy permitted by the locations both from field located and record drawings, established by the utility owners. The City does not assume any responsibility for the accuracy of the disclosed locations. Contractor shall be responsible for all verifying all utility location by contacting Gopher State One-Call (651.454.0002) prior to beginning the Work. Contractor shall also make such investigations as are necessary to determine the extent to which existing structures may interfere with the Work. Contractor shall not claim or be entitled to receive compensation for any damages sustained by reason of the inaccuracy of the omission of any of the information given relative to the surface, overhead or underground structures or by reason of Contractor’s failure to properly protect and maintain such structures. 9. Utility Conflicts. Contractor shall coordinate its efforts with private utility companies so the Work can be done in a timely manner. Contractor shall schedule or redirect its Work to ensure that utility company relocates, installations, and/or removals do not impede progress of the Work. Contractor waives claims for any and all costs or damages due to alleged delay, disruption, or acceleration; and releases the City from any such claims, to the extent the claim is due to the failure of any private utility with facilities affected by the Work to promptly relocate, remove, or adjust such facilities. It is anticipated that some facilities will be in conflict with the work on this project that Contractor will be expected to guard and protect these facilities. No claims for extra compensation to perform the Work are due to conflicts with in-place utilities shall be considered. Likewise, no claim for delays due to conflicts with in-place utilities shall be considered. 10. Mobilization (2021). The lump sum for mobilization is to include all aspects of the Work and shall include mobilization to all of the areas identified in the Location Maps herein Exhibit A. 11. Access Points. It shall be the responsibility of the City to provide locations of all manhole access points. Contractor shall be responsible for making the manholes accessible for the Work. Any traffic control deemed necessary by the Engineer shall be provided by Contractor, and included in the lump sum price for Traffic Control. 12. Maintaining Flow. Contractor shall maintain flow at all times at all repair locations. Maintaining flow on all Sanitary Sewer repairs shall be considered incidental. 13. Clean Pipe Sewer. The unit prices bid for clean pipe sewer shall be considered compensation in full to clean pipe sewer, regardless of size, to a condition for proper installation of the repair product. This shall include, but not be limited to, removing all roots, protruding taps, mineral deposits and loose pieces of pipe, as deemed necessary by the Engineer. 14. Manhole Connections. Manhole connections shall be watertight, utilizing hydrophilic gaskets. 15. DOT Compliance. All of Contractor’s drivers performing work for the City must be in compliance with DOT requirements related to holding a Commercial Driver’s License (CDL). Contractor shall be responsible for ensuring its own compliance with all applicable DOT regulations and requirements, including but not limited to DOT regulations related to drug testing and the maintenance of drug testing records. Contractor shall indemnify and hold harmless the City for any fines incurred as a result of Contractor’s failure to comply with DOT requirements as set forth above. It shall be Contractor’s responsibility to comply and provide evidence to the City of DOT compliance upon request. 16. Hours of Operation. Work shall occur Monday through Friday from 7:00 a.m. to 7:00 p.m., excluding holidays. On streets designated as high-volume or County roadways, Contractor’s Work shall be restricted to the hours of 9:00 a.m. to 3:30 p.m., or after 6:00 p.m. for any Work within the traveled portion of the roadway. High Volume Roadways A. Betty Crocker Boulevard between US 169 and General Mills Blvd B. Boone Avenue North between TH 55 and Plymouth Ave C. General Mills Boulevard between Wayzata Blvd and TH 55 D. Golden Hills Drive between Wayzata Blvd and Turners Crossroad E. Golden Valley Road between Boone Avenue and Douglas Drive F. Laurel Avenue between Winnetka Avenue and Xenia Avenue G. Louisiana Avenue South between Laurel Avenue and I-394 H. Noble Avenue North between Golden Valley Road and 34th Ave N I. North and South Frontage Roads of I-394 J. Olympia Street between Winnetka Avenue and Douglas Drive K. Plymouth Avenue between US 169 and Winnetka Avenue L. Regent Avenue North between Duluth Street and 34th Ave N M. Rhode Island Avenue between 10th Avenue and TH 55 N. Wayzata Boulevard all portions in Golden Valley City Limits O. Winnetka Avenue between TH 55 and I-394 P. Xenia Avenue South between Glenwood Avenue and I-394 Q. Zenith Avenue North between 26th Ave N and Theodore Wirth Pkwy County Roadways A. Douglas Drive North B. Duluth Street between Douglas Drive North and Regent Avenue North C. Glenwood Avenue between TH 55 and Theodore Wirth Parkway D. Golden Valley Road between Regent Avenue North and Xerxes Avenue North E. Medicine Lake Road between TH 169 and Douglas Drive North F. Winnetka Avenue North between TH 55 and Medicine Lake Road 17. Noise Elimination. The Contractor shall eliminate noise to as great an extent as possible at all times. Air compressing plants shall be equipped with silencers, and the exhausts of all gasoline motors or other power equipment shall be provided with mufflers approved by the manufacturer. 18. Care of Work. All work under this contract shall be accomplished with reasonable care and minimal damage to affected properties. The Contractor shall provide quality cleanup after removal and repair of any damage done by the Contractor’s equipment. 19. Traffic Control and Maintenance (2563). Contractor shall maintain traffic at all times while performing the Work in accordance with the current Minnesota Manual of Uniform Traffic Control Devices (MMUTCD) Field Manual and its supplements, or as deemed necessary by the Engineer, when the Work occurs on or adjacent to any street, alley or public place. Contractor shall provide, under the traffic control item, all construction signage and traffic control devices for the protection of persons, property and the Work. Contractor shall be responsible for maintaining traffic control devices during the Work. In the event that the City must install additional signs for traffic control for safety purposes, the cost for such measures shall be billed to Contractor or withheld from monies due. The Contractor shall be held responsible for all damaged from failure to protect the work zone. When single lane traffic is necessary, flagmen must be provided to direct traffic. Contractor shall provide certifications of all flagmen that will be working on this project. 20. Manual References. The Specifications which apply to the Work shown in the Plans shall be as follows: A. Special Conditions herein Exhibit A and B. B. Standard Utilities Specifications for Watermain and Service Line Installation, Sanitary Sewer and Storm Sewer Installation, and Trench Excavation and Backfill/Surface Restoration, Revised 2018, as prepared by the City Engineers Association of Minnesota (CEAM) and published by the League of Minnesota Cities, St. Paul, Minnesota, except as modified or supplemented in these Special Conditions. The Standard Utilities Specifications are available from the Minnesota Society of Professional Engineers by calling 651.292.8860, or from the CEAM website at http://ceam.org/. C. The most current edition of the Minnesota Manual on Uniform Traffic Control Devices and its supplements. D. Division I, 1507 (Utility Property and Service) and Division I, 1512 (Unacceptable and unauthorized work) of the Minnesota Department of Highways Standard Specification for Construction, 2020 Edition and its supplements, shall apply, except as modified or supplemented herein. E. Division II (Construction Details) and Division III (Materials) of the Minnesota Department of Highways Standard Specification for Construction, 2020 Edition and its supplements, shall apply, except as modified or supplemented herein. 21. Sanitary Provisions. Contractor shall observe and comply with all laws, rules, and regulations of the State and Local Health Authorities. In the event of a sewage release, Contractor shall immediately notify the State of Minnesota Duty Officer at the Department of Public Safety at 651.649.5451 and the City Engineer at 763.593.8030. The Duty Officer will instruct Contractor on any further notification procedures. Contractor shall also take immediate action to prevent sewage from entering any water body or storm sewer by directing any such sewage flow into the existing sanitary sewer system. 22. Measurement and Payment. Payment for all items for this project shall be by the unit price as stated herein Exhibit C. The estimated quantities on the Proposal form are for determination of the lowest cost for the Work. The City reserves the right to increase or decrease quantities shown on the Proposal to stay within the amount budgeted by the City. No claims for extra compensation due to increased or decreased quantities shall be considered. Contractor shall submit all final quantities to the City within one month after completion of the Work. 23. Contract Extension. Contractor shall perform fully, entirely, and in an acceptable manner, the Work contracted for within the time stated herein Exhibit A. Contractor shall, not less than ten (10) days prior to said date, make written request to the City for an extension of time for completion, setting forth fully in its request the reasons which Contractor believes justify the granting of the request. If the City finds that the Work has been delayed on account of unusual conditions beyond the control of Contractor, or the quantities of the Work done or to be done are in excess of the Contract quantities in sufficient amount to warrant additional time; the City may, in its sole discretion, grant an extension of time for the completion to such date as may seem reasonable and proper. In case such extension is not granted, the right to proceed with the Work may be considered as forfeited as of the Contract Time, including all agreed upon adjustments, and the City, without violating the Contract, may proceed immediately to take over the Work, materials and equipment and make final settlement of costs incurred, except that it shall not be necessary to give Contractor written ten (10) days’ notice for such forfeiture. EXHIBIT C PROPOSAL Contractor certifies that an examination has been made of the scope and location of work and proposes to furnish all necessary machinery, equipment, tools, labor and other means for the Work and to furnish all materials specified in the manner and at the time prescribed in the Contract Documents. Contractor understands that the quantities shown herein are approximate only and are subject to increase or decrease. Contractor further understands all quantities, whether increased or decreased, shall be performed at the unit prices below. The cost of hauling to the dumpsite and the cost of dumping material at the site shall be included in the prices bid for the equipment. Item Number Description Units Quantity Unit Price Total 2021.501 MOBILIZATION LS $ 4,049.23 $ 4,049.23 9” CIPP REPAIR LINING LF 4,219 $ 27.30 $ 115,178.70 2563.601 TRAFFIC CONTROL LS $ 4,500.00 $ 4,500.00 TOTAL COST TO PROVIDE SERVICES FOR SANITARTY SEWER LINING REPAIRS $ 123,727.93 Golden Valley City Council Meeting April 5, 2022 Agenda Item 3. D. 3. Approve Contract for Hydrant Painting with B & B Commercial Coating, LLC Prepared By Tim Kieffer, Public Works Director Joe Hansen, Utility Maintenance Superintendent Summary The coating on fire hydrants deteriorates over time from exposure to weather and winter de-icing chemicals causing the hydrants to rust. Periodic painting is needed to keep the hydrants maintained and in working order. Staff annually contracts approximately half the hydrants in a maintenance district to be repainted, which is 151 hydrants this year. This schedule allows every hydrant to be repainted on a 10-year rotation. Quotes for the hydrant painting project were received on March 14, 2022, and are listed below: B & B Commercial Coating, LLC $27,935 Bogar Construction $39,109 Integrated Painting Solutions $39,260 Financial Or Budget Considerations Funding for the hydrant painting will come from the Water Maintenance operating budget (7123.6340) which has $165,300 dedicated for contractual services in the amount of $27,935. Recommended Action Motion to authorize the Mayor and City Manager to execute the Contract for Hydrant Painting with B & B Commercial Coating, LLC in the form approved by the City Attorney. Supporting Documents Contract for Hydrant Painting with B & B Commercial Coating, LLC (14 pages) 1 CONTRACT FOR HYDRANT PAINTING WITH B & B COMMERCIAL COATING, LLC THIS AGREEMENT is made this 5th day of April, 2022 (the “Effective Date”) by and between B & B Commercial Coating, LLC, a painting company located at 11276 Duffield Avenue NW, Maple Lake, MN 55358 (“Contractor”), and the City of Golden Valley, Minnesota, a Minnesota municipal corporation located at 7800 Golden Valley Road, Golden Valley, MN 55427 (the “City”): RECITALS A. Contractor is engaged in the business of removing old paint, priming, and painting. B. The City desires to hire Contractor to remove old paint, prime, and paint fire hydrants. C. Contractor represents that it has the professional expertise and capabilities to provide the City with the requested work. D. The City desires to engage Contractor to provide the work described in this Agreement and Contractor is willing to provide such work on the terms and conditions in this Agreement. NOW, THEREFORE, in consideration of the terms and conditions expressed herein, the City and Contractor agree as follows: AGREEMENT 1. The Work. Contractor shall perform the work more fully described in the attached Exhibit A (the “Work”). The Work includes all work and services required by this Agreement, whether completed or partially completed, and includes all labor, materials, equipment, and services provided or to be provided by Contractor to fulfill Contractor’s obligations. All Work shall be completed according to the specifications set forth in the attached Exhibit B. Contractor shall at all times keep the premises free from accumulation of waste materials and debris caused by Contractor’s operations. 2. Time for Completion. The Contractor shall proceed diligently and shall complete the Work to the satisfaction and approval of the City’s authorized agent according to the length of time set forth in Exhibit A (the “Contract Time”). Contractor shall notify the City in writing of any cause of delay of the Work within 24 hours after such cause of delay arises. If Contractor fails to complete the Work during the Contract Time, the City may immediately, or at any time thereafter, proceed to complete the Work at the Contractor’s expense. If Contractor gives written notice of a delay over which Contractor has no control, the City may at its discretion, extend the Contract Time. 3. Consideration. In consideration of the performance of the Work, the City shall pay to Contractor the amount set forth herein Exhibit C (the “Contract Price”). The consideration shall be for both the Work performed by Contractor and the expenses incurred by Contractor in performing the Work. Contractor shall submit statements to the City containing a detailed list of project labor and hours, rates, titles, and amounts undertaken by Contractor during the relevant billing period. The City shall pay Contractor within thirty (30) days after receiving a statement from Contractor. 2 4. Extra Work. Unless approved by the City in writing, Contractor shall make no claim for extra work done or materials furnished, nor shall Contractor do any work or furnish any materials not covered by the plans and specifications of this Agreement. Any such work or materials furnished by Contractor without written City approval shall be at Contractor’s own risk and expense. Contractor shall perform any altered plans ordered by the City; if such alteration reduces the cost of doing such work, the actual amount of such reduction shall be deducted from the contract price for the Work. 5. Contract Documents. The Contract Documents shall consist of this Agreement; all exhibits to this Agreement, which are incorporated herein by reference; any supplementary drawings, plans, and specifications; and other documents listed herein. In the event of a conflict among the various provisions of the Contract Documents, the terms shall be interpreted in the following order of priority: a. Modifications to this Agreement b. This Agreement, including all exhibits c. Supplementary drawings, plans, specifications d. Other documents listed in this Agreement Drawings shall control over Specifications, and detail in drawings shall control over large-scale drawings. All capitalized terms used and not otherwise defined in this Agreement, but defined elsewhere in the Contract Documents, shall have the meaning set forth in the Contract Documents. 6. Expense Reimbursement. Contractor shall not be compensated separately for necessary incidental expenses. All expenses of Contractor shall be built into Contractor’s fixed compensation rate, unless reimbursement is provided for an expense that received the prior written approval of the City, which approval may be provided via electronic mail. 7. Approvals. Contractor shall secure the City’s written approval before making any expenditures, purchases, or commitments on the City’s behalf beyond those listed in the Work. The City’s approval may be provided via electronic mail. 8. Protection of Persons and Property. Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the performance of the Work. Contractor shall take reasonable precautions for the safety of, and shall provide reasonable protection to prevent damage, injury, or loss to: a. Persons performing the Work and other persons who may be affected by the Work; b. The Work and materials and equipment to be incorporated therein; and c. Other property at the site or adjacent to the site, such as trees, shrubs, lawns, walks, pavement, roadways, structures and utilities. Contractor shall promptly remedy damage and loss to property caused in whole or in part by Contractor or any of its subcontractors, agents, or anyone directly or indirectly employed by any of them. 9. Acceptance of the Work. All of the Contractor’s work and labor shall be subject to the inspection and approval of the City. If any materials or labor are rejected by the City as defective or unsuitable, then the materials shall be removed and replaced with other approved materials and the labor shall be done 3 to the satisfaction and approval of the City at the Contractor’s sole cost and expense. Contractor shall replace at Contractor’s expense any loss or damage to the Work, however caused, which occurs during the construction thereof or prior to the final delivery to and acceptance of the Work by the City. Any payment made to Contractor, shall not be construed as operating to relieve Contractor from responsibility for the construction and delivery of the Work. 10. Warranty. Contractor represents and warrants that it has the requisite training, skills, and experience necessary to complete the Work, is appropriately licensed by all applicable agencies and governmental entities, and will complete the Work in a manner consistent with the level of care and skill ordinarily exercised by professionals currently providing similar work. Contractor further represents and warrants to the City that the materials and equipment furnished under this Agreement are of good quality and new, unless this Agreement requires or permits otherwise. Contractor further warrants that the Work will conform to the requirements of this Agreement and will be free from defects. Work, materials, or equipment not conforming to these requirements may be considered defective. Contractor shall promptly correct any defective Work. Costs of correcting such defective Work, including additional testing and inspections, the cost of uncovering and replacement, and compensation for any additional services and expenses made necessary thereby, shall be at Contractor’s expense. Contractor’s warranty shall exclude remedy for damage or defect caused by abuse, alterations to the Work not executed by Contractor or its subcontractors, agents, or anyone hired or employed by any of them, improper or insufficient maintenance, improper operation or normal wear and tear under normal usage. 11. Guarantee. Contractor guarantees and agrees to maintain the stability of the Work and materials furnished and installed under this contract for a period of one year after the Final Completion Date (the “Guarantee Period”). Contractor agrees to perform fully all other guarantees as set forth in the specifications. If any of the Work is found to be not in accordance with the requirements of the Contract during the Guarantee Period, Contractor shall correct it promptly after receipt of notice from the City to do so. The City shall give such notice promptly after discovery of the condition. If Contractor fails to correct nonconforming Work within a reasonable time after receipt of notice from the City, the City may correct the Work at Contractor’s expense. The Guarantee Period shall be extended with respect to portions of Work first performed after the Final Completion Date by the period of time between final payment and the actual completion of that portion of the Work. The one-year period for correction of Work shall not be extended by corrective Work performed by Contractor pursuant to this Section. Nothing contained in this Section shall be construed to establish a period of limitation with respect to other obligations Contractor has under the Contract Documents. Establishment of the one-year period for correction of Work as described in this Section relates only to the specific obligation of Contractor to correct the Work, and has no relationship to the time within which the obligation to comply with the Contract Documents may be sought to be enforced, nor to the time within which proceedings may be commenced to establish Contractor’s liability with respect to Contractor’s obligations other than specifically to correct the Work. 12. Termination. This Agreement shall remain in force and effect commencing from the effective date and continuing until the completion of all of the parties’ obligations hereunder, unless terminated by the City or amended pursuant to the Agreement. Notwithstanding any other provision hereof to the contrary, this Agreement may be terminated as follows: 4 a. The parties, by mutual written agreement, may terminate this Agreement at any time; b. Contractor may terminate this Agreement in the event of a breach of the Agreement by the City upon providing thirty (30) days’ written notice to the City; c. The City may terminate this Agreement at any time at its option, for any reason or no reason at all; or d. The City may terminate this Agreement immediately upon Contractor’s failure to have in force any insurance required by this Agreement. In the event of a termination, the City shall pay Contractor for Work performed to the date of termination and for all costs or other expenses incurred prior to the date of termination. 13. Amendments. No amendments may be made to this Agreement except in a writing signed by both parties. 14. Remedies. In the event of a termination of this Agreement by the City because of a breach by Contractor, the City may complete the Work either by itself or by contract with other persons or entities, or any combination thereof. These remedies provided to the City for breach of this Agreement by Contractor shall not be exclusive. The City shall be entitled to exercise any one or more other legal or equitable remedies available because of Contractor’s breach. 15. Records/Inspection. Pursuant to Minnesota Statutes § 16C.05, subd. 5, Contractor agrees that the books, records, documents, and accounting procedures and practices of Contractor, that are relevant to the contract or transaction, are subject to examination by the City and the state auditor or legislative auditor for a minimum of six years. Contractor shall maintain such records for a minimum of six years after final payment. The parties agree that this obligation will survive the completion or termination of this Agreement. 16. Indemnification. To the fullest extent permitted by law, Contractor, and Contractor’s successors or assigns, agree to protect, defend, indemnify, save, and hold harmless the City, its officers, officials, agents, volunteers, and employees from any and all claims; lawsuits; causes of actions of any kind, nature, or character; damages; losses; and costs, disbursements, and expenses of defending the same, including but not limited to attorneys’ fees, professional services, and other technical, administrative or professional assistance resulting from or arising out of Contractor’s (or its subcontractors, agents, volunteers, members, invitees, representatives, or employees) performance of the duties required by or arising from this Agreement, or caused in whole or in part by any negligent act or omission or willful misconduct by Contractor, or arising out of Contractor’s failure to obtain or maintain the insurance required by this Agreement. Nothing in this Agreement shall constitute a waiver or limitation of any immunity or limitation on liability to which the City is entitled. The parties agree that these indemnification obligations shall survive the completion or termination of this Agreement. 17. Insurance. Contractor shall maintain reasonable insurance coverage throughout this Agreement. Contractor agrees that before any work related to the approved project can be performed, Contractor shall maintain at a minimum: a. Worker’s Compensation Insurance as required by Minnesota Statutes, section 176.181; b. Business Auto Liability covering vehicles owned by Contractor and non-owned vehicles used by Contractor, with policy limits not less than $1,000,000.00 per accident, for bodily injury, 5 death of any person, and property damage arising out of the ownership, maintenance, and use of such motor vehicles, along with any statutorily required automobile coverage; c. Commercial General Liability in an amount of not less than $1,000,000.00 per occurrence, $2,000,000 general aggregate, and $2,000,000 for products-completed operations hazard, providing coverage for claims including: i. Damages because of bodily injury, sickness or disease, including occupational sickness or disease, and death of any person; ii. Personal and advertising injury; iii. Damages because of physical damage to or destruction of property, including loss of use of such property; iv. Bodily injury or property damage arising out of completed operations; and v. Contractor’s indemnity obligations under this Agreement. To meet the Commercial General Liability and Business Auto Liability requirements, Contractor may use a combination of Excess and Umbrella coverage. Prior to commencement of the Work, Contractor shall provide the City with a current certificate of insurance including the following language: “The City of Golden Valley is named as an additional insured with respect to the commercial general liability, business automobile liability and umbrella or excess liability, as required by the contract. The umbrella or excess liability policy follows form on all underlying coverages.” Such certificate of liability insurance shall list the City as an additional insured and contain a statement that such policies of insurance shall not be canceled or amended unless 30 days’ written notice is provided to the City, or 10 days’ written notice in the case of non-payment. 18. Compliance with State Withholding Tax. Before final payment is made for the Work on this project, Contractor must make a satisfactory showing that it has complied with the provisions of Minnesota Statutes, section 290.92 requiring the withholding of State Income Tax for wages paid employees on this project by providing to the City Engineer a Certificate of Compliance from the Commissioner of Taxation. Contractor is advised that before such Certificate can be issued, Contractor must first place on file with the Commissioner of Taxation an affidavit, in the form of an IC-134, that Contractor has complied with the provisions of Minnesota Statutes Section 290.92. 19. Assignment. Neither the City nor Contractor shall assign this Agreement or any rights under or interest in this Agreement, in whole or in part, without the other party’s prior written consent. Any assignment in violation of this provision is null and void. Neither the City nor Contractor shall assign, or transfer any rights under or interest (including, but without limitation, moneys that may become due or moneys that are due) in the Agreement without the written consent of the other except to the extent that the effect of this limitation may be restricted by law. Unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under this Agreement. Nothing contained in this paragraph shall prevent Contractor from employing such independent consultants, associates, and subcontractors, as it may deem appropriate to assist it in the performance of the Work required by this Agreement. Any instrument in violation of this provision is null and void. 20. Independent Contractor. Contractor is an independent contractor. Contractor’s duties shall be performed with the understanding that Contractor has special expertise as to the Work which Contractor is to perform and is customarily engaged in the independent performance of the same or similar work for 6 others. Contractor shall provide or contract for all required equipment and personnel. Contractor shall control the manner in which the Work is performed; however, the nature of the Work and the results to be achieved shall be specified by the City. The parties agree that this is not a joint venture and the parties are not co-partners. Contractor is not an employee or agent of the City and has no authority to make any binding commitments or obligations on behalf of the City except to the extent expressly provided in this Agreement. All Work provided by Contractor pursuant to this Agreement shall be provided by Contractor as an independent contractor and not as an employee of the City for any purpose, including but not limited to: income tax withholding, workers' compensation, unemployment compensation, FICA taxes, liability for torts and eligibility for employee benefits. 21. Compliance with Laws. Contractor shall exercise due professional care to comply with applicable federal, state and local laws, rules, ordinances and regulations in effect as of the Effective Date. Contractor’s guests, invitees, members, officers, officials, agents, employees, volunteers, representatives, and subcontractors shall abide by the City’s policies prohibiting sexual harassment and tobacco, drug, and alcohol use as defined on the City’s Tobacco, Drug, and Alcohol Policy, as well as all other reasonable work rules, safety rules, or policies, and procedures regulating the conduct of persons on City property, at all times while performing duties pursuant to this Agreement. Contractor agrees and understands that a violation of any of these policies, procedures, or rules constitutes a breach of the Agreement and sufficient grounds for immediate termination of the Agreement by the City. 22. Entire Agreement. The Contract Documents shall constitute the entire agreement between the City and Contractor, and supersede any other written or oral agreements between the City and Contractor. 23. Third Party Rights. The parties to this Agreement do not intend to confer any rights under this Agreement on any third party. 24. Choice of Law and Venue. This Agreement shall be governed by and construed in accordance with the laws of the state of Minnesota. Any disputes, controversies, or claims arising out of this Agreement shall be heard in the state or federal courts of Hennepin County, Minnesota, and all parties to this Agreement waive any objection to the jurisdiction of these courts, whether based on convenience or otherwise. 25. Work Products and Ownership of Documents. All records, information, materials and other work products, including, but not limited to the completed reports, drawings, plans, and specifications prepared and developed in connection with the provision of the Work pursuant to this Agreement shall become the property of the City, but reproductions of such records, information, materials and other work products in whole or in part may be retained by Contractor. Regardless of when such information was provided, Contractor agrees that it will not disclose for any purpose any information Contractor has obtained arising out of or related to this Agreement, except as authorized by the City or as required by law. These obligations survive the termination of this Agreement. 26. Conflict of Interest. Contractor shall use reasonable care to avoid conflicts of interest and appearances of impropriety in representation of the City. In the event of a conflict of interest, Contractor shall advise the City and, either secure a waiver of the conflict, or advise the City that it will be unable to provide the requested Work. 7 27. Agreement Not Exclusive. The City retains the right to hire other professionals, contractors and service providers for this or other matters, in the City’s sole discretion. 28. Data Practices Act Compliance. Any and all data provided to Contractor, received from Contractor, created, collected, received, stored, used, maintained, or disseminated by Contractor pursuant to this Agreement shall be administered in accordance with, and is subject to the requirements of the Minnesota Government Data Practices Act, Minnesota Statutes, Chapter 13. Contractor agrees to notify the City within three business days if it receives a data request from a third party. This paragraph does not create a duty on the part of Contractor to provide access to public data to the public if the public data are available from the City, except as required by the terms of this Agreement. These obligations shall survive the termination or completion of this Agreement. 29. No Discrimination. Contractor agrees not to discriminate in providing the Work under this Agreement on the basis of race, color, sex, creed, national origin, disability, age, sexual orientation, status with regard to public assistance, or religion. Violation of any part of this provision may lead to immediate termination of this Agreement. Contractor agrees to comply with Americans with Disabilities Act as amended (“ADA”), section 504 of the Rehabilitation Act of 1973, and the Minnesota Human Rights Act, Minnesota Statutes, Chapter 363A. Contractor agrees to hold harmless and indemnify the City from costs, including but not limited to damages, attorneys’ fees and staff time, in any action or proceeding brought alleging a violation of these laws by Contractor or its guests, invitees, members, officers, officials, agents, employees, volunteers, representatives and subcontractors. Upon request, Contractor shall provide accommodation to allow individuals with disabilities to participate in all Work under this Agreement. Contractor agrees to utilize its own auxiliary aid or service in order to comply with ADA requirements for effective communication with individuals with disabilities. 30. Authorized Agents. The City’s authorized agent for purposes of administration of this contract is Tim Kieffer, or designee. Contractor’s authorized agent for purposes of administration of this contract is Bruce Prevost, or designee who shall perform or supervise the performance of all Work. 31. Notices. Any notices permitted or required by this Agreement shall be deemed given when personally delivered or upon deposit in the United States mail, postage fully prepaid, certified, return receipt requested, addressed to: CONTRACTOR THE CITY B & B Commercial Coating, LLC 11276 Duffield Avenue NW Maple Lake, MN 55358 bruce@bbcoat.com City of Golden Valley 7800 Golden Valley Road Golden Valley, MN 55427 tkieffer@goldenvalleymn.gov or such other contact information as either party may provide to the other by notice given in accordance with this provision. 32. Waiver. No waiver of any provision or of any breach of this Agreement shall constitute a waiver of any other provisions or any other or further breach, and no such waiver shall be effective unless made in writing and signed by an authorized representative of the party to be charged with such a waiver. 33. Headings. The headings contained in this Agreement have been inserted for convenience of reference only and shall in no way define, limit or affect the scope and intent of this Agreement. 8 34. Severability. In the event that any provision of this Agreement shall be illegal or otherwise unenforceable, such provision shall be severed, and the balance of the Agreement shall continue in full force and effect. 35. Signatory. Each person executing this Agreement (“Signatory”) represents and warrants that they are duly authorized to sign on behalf of their respective organization. In the event Contractor did not authorize the Signatory to sign on its behalf, the Signatory agrees to assume responsibility for the duties and liability of Contractor, described in this Agreement, personally. 36. Counterparts and Electronic Communication. This Agreement may be executed in two or more counterparts, each of which shall be deemed an original, but all of which taken together shall constitute one and the same instrument. This Agreement may be transmitted by electronic mail in portable document format (pdf) and signatures appearing on electronic mail instruments shall be treated as original signatures. 37. Recitals. The City and Contractor agree that the Recitals are true and correct and are fully incorporated into this Agreement. IN WITNESS WHEREOF, the City and Contractor have caused this Independent Contractor Agreement to be executed by their duly authorized representatives in duplicate on the respective dates indicated below. CONTRACTOR: CITY OF GOLDEN VALLEY: By: _________________________________ Bruce Prevost, Manager By: _________________________________ Shep Harris, Mayor By: _________________________________ Timothy J. Cruikshank, City Manager EXHIBIT A SCOPE OF WORK 1. Work. The Work shall include furnishing all labor, tools, and equipment to remove all defective paint or corrosion and apply two coats of paint. The Work shall include the following: A. Surface Preparation – Loose, peeling, cracking, or defective paint shall be removed. All surface contaminants shall be removed including grease and oil. Recover, remove, and dispose of properly, all spent or excess abrasives, dust, dirt, paint chips, spent solvent and paint containers. Use proper equipment and abrasives when blast cleaning to produce the mil profile, within the range of 2.0 to 3.5 mils or as recommended by the coating manufacturer. The abrasive shall be free of contaminants and not embed itself in the blasted surface. Prior to start-up of the project, samples of the Contractor’s selected abrasive and/or abrasive/admixture shall be submitted to the Authorized Agent for testing and approval. Random field testing of the abrasive shall be done, as directed by the Authorized Agent to ensure the abrasive used complies with these requirements. B. Primary Coat – A primary coat shall be applied uniformly within four (4) hours after blast cleaning. When the humidity exceeds 80%, the primary coat shall be applied within one (1) hour after blast cleaning. If conditions are questionable, the Authorized Agent shall make the decision, and the Contractor shall accept their interpretation as final and binding. The primary coat shall be Envirolastic 840 DTM High Gloss Urethane. The Contractor shall follow all manufacturer’s procedures and recommendations, match existing color “Curry” or approved equal, and apply coating within the range of 3.0 to 5.0 dry mils throughout the entire surface area. C. Finish Coat – A finish coat shall be applied uniformly after proper drying time of the primary coat. The finish coat shall be Envirolastic 840 DTM High Gloss Urethane. The Contractor shall follow all manufacturer’s procedures and recommendations, match existing color “Curry” or approved equal, and apply coating within the range of 3.0 to 5.0 dry mils throughout the entire surface area. The total dry film thickness including the primary and finish coats shall be 7.0 mils minimum – 10.0 mils with average of 8.5 mils. The minimum dry film thickness of the coating system at any individual spot location shall be 7.0 mils. 2. Location. Location maps are herein Exhibit A. 3. Contract Time. The Work shall commence on June 1, 2022 and conclude before October 1, 2022. EXHIBIT B SPECIAL CONDITIONS 1. Safety Precautions and Accident Prevention. The Contractor shall observe and comply with all requirements to the safety of the workforce to be employed on the project. Contractor shall comply with all safety measures recommended and required by any governmental agency, including the Department of Labor and Industry, Division of Accident Prevention of the Industrial Commission of Minnesota, and with the requirements of the Workmen's Compensation Act and any amendments thereof. Attention is called to the other paragraphs of these Special Conditions covering safety precautions and accident prevention. The Contractor shall be responsible for all safety issues on this project. The Contractor shall comply with instructions from the City for implementing any additional requirements for safety concerns. 2. Notification. The Contractor shall notify the City within 24 hours after discovering irrigation or tree maintenance issues or needed repairs. 3. Permits and Licenses. Contractor shall procure all permits and licenses as required, pay all charges and fees and give all notices necessary and incidental to the due and lawful prosecution of the Work. 4. Mobilization. The mobilization shall be included in the base price in all aspects of the Work per unit price herein Exhibit C. No additional compensation will be considered for mobilization. 5. Hours of Operation. Work shall occur Monday through Friday from 7:00 a.m. to 7:00 p.m., excluding holidays. On streets designated as high-volume or County roadways, Contractor’s Work shall be restricted to the hours of 9:00 a.m. to 3:30 p.m., or after 6:00 p.m. for any Work within the traveled portion of the roadway. High Volume Roadways A. Betty Crocker Boulevard between US 169 and General Mills Blvd B. Boone Avenue North between TH 55 and Plymouth Ave C. General Mills Boulevard between Wayzata Blvd and TH 55 D. Golden Hills Drive between Wayzata Blvd and Turners Crossroad E. Golden Valley Road between Boone Avenue and Douglas Drive F. Laurel Avenue between Winnetka Avenue and Xenia Avenue G. Louisiana Avenue South between Laurel Avenue and I-394 H. Noble Avenue North between Golden Valley Road and 34th Ave N I. North and South Frontage Roads of I-394 J. Olympia Street between Winnetka Avenue and Douglas Drive K. Plymouth Avenue between US 169 and Winnetka Avenue L. Regent Avenue North between Duluth Street and 34th Ave N M. Rhode Island Avenue between 10th Avenue and TH 55 N. Wayzata Boulevard all portions in Golden Valley City Limits O. Winnetka Avenue between TH 55 and I-394 P. Xenia Avenue South between Glenwood Avenue and I-394 Q. Zenith Avenue North between 26th Ave N and Theodore Wirth Pkwy 6. Noise Elimination. The Contractor shall eliminate noise to as great an extent as possible at all times. Air compressing plants shall be equipped with silencers, and the exhausts of all gasoline motors or other power equipment shall be provided with mufflers approved by the manufacturer. 7. Care of Work. All work under this contract shall be accomplished with reasonable care and minimal damage to affected properties. The Contractor shall provide quality cleanup after removal and repair of any damage done by the Contractor’s equipment. 8. Abrasives. The abrasive used shall be of the type that is graded as to proper size, shape, and hardness. Silica sand, Flint, Garnet, or Quartz type abrasives shall be chemically washed, dried, dust, dirt, fines, and contaminant free, resistant to fracture (shattering), and contain no leachable contaminates. Synthetic (nonmetallic and non-siliceous) abrasives such as Silicon Carbide, Aluminum Oxide and Refractory Slag products shall meet the above criteria. The use of reduced or dust free abrasive blasting is required. 9. Recyclable Abrasive. The use of recyclable abrasive, such as steel grit, sand or flint, is neither specifically encouraged nor prohibited. Contractor’s requesting the use of recyclable abrasive must comply with the specified mil profile. Waste generated by this method of abrasive blasting may be considered Hazardous Waste and as such must be disposed of accordingly. Additional care is required during cleanup to insure all abrasive residual is removed prior to coating application. 10. Compressed Air Supply. Compressed air supply shall be properly equipped with suitable after coolers, oil, and moisture separators to prevent contamination of abrasives and/or blasted surfaces. These separators shall be of the continuous bleeding or automatic dumping type. In order to prevent contamination of abrasives and/or blasted surfaces, it is recommended that the separators be installed between the compressor air outlet and the blasting pot compressed air inlet. Stop abrasive blast cleaning in sufficient time to remove all dust, spent abrasive and other foreign matter from and around all blasted surfaces to allow the atmosphere to clear before any coating is done. Removal of these materials shall be by clean brush or suitable industrial vacuum with particular attention given to welds, pockets, or poorly accessible areas. A daily inspection of the separators and compressed air supply will be required to ensure cleanliness of all compressed air supplied for abrasive blasting. This test will be performed by a blotter test. A clean white Blotter is held, no more than 18 inches, from the air supply, downstream of moisture and oil separators. The air supply is directed at the Blotter for approximately (2) two minutes. The Blotter is then examined visually for signs of oil and moisture. A clean blotter at test completion means a successful passing of the air supply test. 11. Traffic Control and Maintenance. Contractor, at its own expense, shall furnish and maintain traffic at all times while performing the Work in accordance with the current Minnesota Manual of Uniform Traffic Control Devices (MMUTCD) Field Manual and its supplements, or as deemed necessary by the Engineer, when the Work occurs on or adjacent to any street, alley or public place. Contractor shall, at Contractor’s own cost and expense, provide all construction signage and traffic control devices for the protection of persons, property and the Work. Contractor shall be responsible for maintaining traffic control devices during the Work. In the event that the City must install additional signs for traffic control for safety purposes, the cost for such measures shall be billed to Contractor or withheld from monies due. The Contractor shall be held responsible for all damaged from failure to protect the work zone. When single lane traffic is necessary, flagmen must be provided to direct traffic. Contractor shall provide certifications of all flagmen that will be working on this project. 12. Manual References. The Specifications which apply to the Work shown in the Plans shall be as follows: A. Special Conditions herein Exhibit A and B. B. The most current edition of the Minnesota Manual on Uniform Traffic Control Devices and its supplements. C. Division I, 1512 (Unacceptable and unauthorized work) of the Minnesota Department of Highways Standard Specification for Construction, 2020 Edition and its supplements, shall apply, except as modified or supplemented herein. D. Division II (Construction Details) and Division III (Materials) of the Minnesota Department of Highways Standard Specification for Construction, 2020 Edition and its supplements, shall apply, except as modified or supplemented herein. E. ANSI A300 Manual. 13. Measurement and Payment. Payment for all items for this project shall be by the unit price as stated herein Exhibit C. The estimated quantities on the Proposal form are for determination of the lowest cost for the Work. The City reserves the right to increase or decrease quantities shown on the Proposal to stay within the amount budgeted by the City. No claims for extra compensation due to increased or decreased quantities shall be considered. Contractor shall submit all final quantities to the City within one month after completion of the Work. 14. Contract Extension. Contractor shall perform fully, entirely, and in an acceptable manner, the Work contracted for within the time stated herein Exhibit A. Contractor shall, not less than ten (10) days prior to said date, make written request to the City for an extension of time for completion, setting forth fully in its request the reasons which Contractor believes justify the granting of the request. If the City finds that the Work has been delayed on account of unusual conditions beyond the control of Contractor, or the quantities of the Work done or to be done are in excess of the Contract quantities in sufficient amount to warrant additional time; the City may, in its sole discretion, grant an extension of time for the completion to such date as may seem reasonable and proper. In case such extension is not granted, the right to proceed with the Work may be considered as forfeited as of the Contract Time, including all agreed upon adjustments, and the City, without violating the Contract, may proceed immediately to take over the Work, materials and equipment and make final settlement of costs incurred, except that it shall not be necessary to give Contractor written ten (10) days’ notice for such forfeiture. EXHIBIT C PROPOSAL The undersigned hereby certifies that an examination has been made of the scope and location of work and hereby proposes to furnish all necessary machinery, equipment, tools, labor and other means of construction and to furnish all materials specified in the manner and at the time prescribe; and understands that the quantities of work shown herein are approximate only and are subject to increase or decrease; and further understands all quantities of work, whether increased or decreased, are to be performed at the following unit prices. Description Units Estimated Quantity Price/Unit Bid Amount Hydrant Painting Each 151 $ 185.00 $ 27,935.00 Total Base Quote $ 27,935.00 Golden Valley City Council Meeting April 5, 2022 Agenda Item 3. D. 4. Authorize Contract for Gate Valve Repairs with Valley Rich Co., Inc. Prepared By Tim Kieffer, Public Works Director Joe Hansen, Utility Maintenance Superintendent Summary The City contracts water distribution repairs on an annual basis in conjunction with mill and overlay projects. This year’s work includes replacing 46 gate valves. Gate valves are critical in maintaining the water distribution system and limiting the number of affected properties by isolating the water supply during emergency repairs. Council approved the purchase of the gate valves and parts on February 15, 2022. This reduces the cost of the project by eliminating sales tax or mark-ups the contractor may impose. The areas identified coincides with this and next years’ in-house mill and overlay projects, which are between Highway 100 and Douglas Drive. Quotes for the project were received on March 14, 2022, and are listed below: Contractor Estimated Total Cost Valley Rich Compnay, Inc. $172,050 Dave Perkins Contracting, Inc. $220,000 Financial Or Budget Considerations The 2022-2031 Water and Sanitary Sewer Capital Improvement Program (CIP) includes $150,000 for mill and overlay water/sewer repairs (W&SS-051) and $100,000 for valve replacement/watermain lining (W&SS-066) in 2022. Recommended Action Motion to authorize the Mayor and City Manager to execute the Contract for Gate Valve Repairs with Valley Rich Co., Inc. in the form approved by the City Attorney in the amount of $172,050 Supporting Documents Contract for Gate Valve Repairs with Valley Rich Co., Inc. (20 pages) 1 CONTRACT FOR GATE VALVE REPAIRS WITH VALLEY RICH CO., INC. THIS AGREEMENT is made this 5th day of April, 2022 (the “Effective Date”) by and between Valley Rich Co., Inc., a sewer and water contractor located at 147 Jonathan Boulevard North #4, Chaska, MN 55318 (“Contractor”), and the City of Golden Valley, Minnesota, a Minnesota municipal corporation located at 7800 Golden Valley Road, Golden Valley, MN 55427 (the “City”): RECITALS A. Contractor is engaged in the business of excavating to repair, replace, and relocate potable water distribution components. B. The City desires to hire Contractor to repair, replace, and relocate potable water distribution components. C. Contractor represents that it has the professional expertise and capabilities to provide the City with the requested work. D. The City desires to engage Contractor to provide the work described in this Agreement and Contractor is willing to provide such work on the terms and conditions in this Agreement. NOW, THEREFORE, in consideration of the terms and conditions expressed herein, the City and Contractor agree as follows: AGREEMENT 1. The Work. Contractor shall perform the work more fully described in the attached Exhibit A (the “Work”). The Work includes all work and services required by this Agreement, whether completed or partially completed, and includes all labor, materials, equipment, and services provided or to be provided by Contractor to fulfill Contractor’s obligations. All Work shall be completed according to the specifications set forth in the attached Exhibit B. Contractor shall at all times keep the premises free from accumulation of waste materials and debris caused by Contractor’s operations. 2. Time for Completion. The Contractor shall proceed diligently and shall complete the Work to the satisfaction and approval of the City’s authorized agent according to the deadlines set forth in Exhibit A (the “Contract Time”). Contractor shall to notify the City in writing of any cause of delay of the Work within 24 hours after such cause of delay arises. If Contractor fails to complete the Work by the Contract Time, the City may immediately, or at any time thereafter, proceed to complete the Work at the Contractor’s expense. If Contractor gives written notice of a delay over which Contractor has no control, the City may, at its discretion, extend the Contract Time. 3. Consideration. In consideration of the performance of the Work, the City shall pay to Contractor the amount set forth herein Exhibit D (the “Contract Price”). The consideration shall be for both the Work performed by Contractor and the expenses incurred by Contractor in performing the Work. Contractor shall submit statements to the City containing a detailed list of project labor and hours, rates, titles, and 2 amounts undertaken by Contractor during the relevant billing period. The City shall pay Contractor within thirty (30) days after receiving a statement from Contractor. 4. Extra Work. Unless approved by the City in writing, Contractor shall make no claim for extra work done or materials furnished, nor shall Contractor do any work or furnish any materials not covered by the plans and specifications of this Agreement. Any such work or materials furnished by Contractor without written City approval shall be at Contractor’s own risk and expense. Contractor shall perform any altered plans ordered by the City; if such alteration reduces the cost of doing such work, the actual amount of such reduction shall be deducted from the contract price for the Work. 5. Contract Documents. The Contract Documents shall consist of this Agreement; all exhibits to this Agreement, which are incorporated herein by reference; any supplementary drawings, plans, and specifications; and other documents listed herein. In the event of a conflict among the various provisions of the Contract Documents, the terms shall be interpreted in the following order of priority: a. Modifications to this Agreement b. This Agreement, including all exhibits c. Supplementary drawings, plans, specifications d. Other documents listed in this Agreement Drawings shall control over Specifications, and detail in drawings shall control over large-scale drawings. All capitalized terms used and not otherwise defined in this Agreement, but defined elsewhere in the Contract Documents, shall have the meaning set forth in the Contract Documents. 6. Expense Reimbursement. Contractor shall not be compensated separately for necessary incidental expenses. All expenses of Contractor shall be built into Contractor’s fixed compensation rate, unless reimbursement is provided for an expense that received the prior written approval of the City, which approval may be provided via electronic mail. 7. Approvals. Contractor shall secure the City’s written approval before making any expenditures, purchases, or commitments on the City’s behalf beyond those listed in the Work. The City’s approval may be provided via electronic mail. 8. Protection of Persons and Property. Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the performance of the Work. Contractor shall take reasonable precautions for the safety of, and shall provide reasonable protection to prevent damage, injury, or loss to: a. Persons performing the Work and other persons who may be affected by the Work; b. The Work and materials and equipment to be incorporated therein; and c. Other property at the site or adjacent to the site, such as trees, shrubs, lawns, walks, pavement, roadways, structures and utilities. Contractor shall promptly remedy damage and loss to property caused in whole or in part by Contractor or any of its subcontractors, agents, or anyone directly or indirectly employed by any of them. 3 9. Acceptance of the Work. All of the Contractor’s work and labor shall be subject to the inspection and approval of the City. If any materials or labor are rejected by the City as defective or unsuitable, then the materials shall be removed and replaced with other approved materials and the labor shall be done to the satisfaction and approval of the City at the Contractor’s sole cost and expense. Contractor shall replace at Contractor’s expense any loss or damage to the Work, however caused, which occurs during the construction thereof or prior to the final delivery to and acceptance of the Work by the City. Any payment made to Contractor, shall not be construed as operating to relieve Contractor from responsibility for the construction and delivery of Work. Acceptance of the completed Work shall be evidenced only by Final Payment (the “Final Payment”) issued by the City, which shall state the date on which the City accepts the completed Work (the “Final Completion Date”). 10. Warranty. Contractor represents and warrants that it has the requisite training, skills, and experience necessary to complete the Work, is appropriately licensed by all applicable agencies and governmental entities, and will complete the Work in a manner consistent with the level of care and skill ordinarily exercised by professionals currently providing similar work. Contractor further represents and warrants to the City that the materials and equipment furnished under this Agreement are of good quality and new, unless this Agreement requires or permits otherwise. Contractor further warrants that the Work will conform to the requirements of this Agreement and will be free from defects. Work, materials, or equipment not conforming to these requirements may be considered defective. Contractor shall promptly correct any defective Work. Costs of correcting such defective Work, including additional testing and inspections, the cost of uncovering and replacement, and compensation for any additional services and expenses made necessary thereby, shall be at Contractor’s expense. Contractor’s warranty shall exclude remedy for damage or defect caused by abuse, alterations to the Work not executed by Contractor or its subcontractors, agents, or anyone hired or employed by any of them, improper or insufficient maintenance, improper operation or normal wear and tear under normal usage. 11. Guarantee. Contractor guarantees and agrees to maintain the stability of the Work and materials furnished and installed under this contract for a period of one year after the Final Completion Date (the “Guarantee Period”). Contractor agrees to perform fully all other guarantees as set forth in the specifications. If any of the Work is found to be not in accordance with the requirements of the Contract during the Guarantee Period, Contractor shall correct it promptly after receipt of notice from the City to do so. The City shall give such notice promptly after discovery of the condition. If Contractor fails to correct nonconforming Work within a reasonable time after receipt of notice from the City, the City may correct the Work at Contractor’s expense. The Guarantee Period shall be extended with respect to portions of Work first performed after the Final Completion Date by the period of time between Final Payment and the actual completion of that portion of the Work. The one-year period for correction of Work shall not be extended by corrective Work performed by Contractor pursuant to this Section. Nothing contained in this Section shall be construed to establish a period of limitation with respect to other obligations Contractor has under the Contract Documents. Establishment of the one-year period for correction of Work as described in this Section relates only to the specific obligation of Contractor to correct the Work, and has no relationship to the time within which the obligation to comply with the Contract Documents may be sought to be enforced, nor to the time within which proceedings may be commenced to establish Contractor’s liability with respect to Contractor’s obligations other than specifically to correct the Work. 4 12. Termination. This Agreement shall remain in force and effect commencing from the effective date and continuing until the completion of all of the parties’ obligations hereunder, unless terminated by the City or amended pursuant to the Agreement. Notwithstanding any other provision hereof to the contrary, this Agreement may be terminated as follows: a. The parties, by mutual written agreement, may terminate this Agreement at any time; b. Contractor may terminate this Agreement in the event of a breach of the Agreement by the City upon providing thirty (30) days’ written notice to the City; c. The City may terminate this Agreement at any time at its option, for any reason or no reason at all; or d. The City may terminate this Agreement immediately upon Contractor’s failure to have in force any insurance required by this Agreement. In the event of a termination, the City shall pay Contractor for Work performed to the date of termination and for all costs or other expenses incurred prior to the date of termination. 13. Amendments. No amendments may be made to this Agreement except in a writing signed by both parties. 14. Remedies. In the event of a termination of this Agreement by the City because of a breach by Contractor, the City may complete the Work either by itself or by contract with other persons or entities, or any combination thereof. These remedies provided to the City for breach of this Agreement by Contractor shall not be exclusive. The City shall be entitled to exercise any one or more other legal or equitable remedies available because of Contractor’s breach. 15. Records/Inspection. Pursuant to Minnesota Statutes § 16C.05, subd. 5, Contractor agrees that the books, records, documents, and accounting procedures and practices of Contractor, that are relevant to the contract or transaction, are subject to examination by the City and the state auditor or legislative auditor for a minimum of six years. Contractor shall maintain such records for a minimum of six years after final payment. The parties agree that this obligation will survive the completion or termination of this Agreement. 16. Indemnification. To the fullest extent permitted by law, Contractor, and Contractor’s successors or assigns, agree to protect, defend, indemnify, save, and hold harmless the City, its officers, officials, agents, volunteers, and employees from any and all claims; lawsuits; causes of actions of any kind, nature, or character; damages; losses; and costs, disbursements, and expenses of defending the same, including but not limited to attorneys’ fees, professional services, and other technical, administrative or professional assistance resulting from or arising out of Contractor’s (or its subcontractors, agents, volunteers, members, invitees, representatives, or employees) performance of the duties required by or arising from this Agreement, or caused in whole or in part by any negligent act or omission or willful misconduct by Contractor, or arising out of Contractor’s failure to obtain or maintain the insurance required by this Agreement. Nothing in this Agreement shall constitute a waiver or limitation of any immunity or limitation on liability to which the City is entitled. The parties agree that these indemnification obligations shall survive the completion or termination of this Agreement. 17. Insurance. Contractor shall maintain reasonable insurance coverage throughout this Agreement. Contractor agrees that before any work related to the approved project can be performed, Contractor shall maintain at a minimum: 5 a. Worker’s Compensation Insurance as required by Minnesota Statutes, section 176.181; b. Business Auto Liability covering vehicles owned by Contractor and non-owned vehicles used by Contractor, with policy limits not less than $1,000,000.00 per accident, for bodily injury, death of any person, and property damage arising out of the ownership, maintenance, and use of such motor vehicles, along with any statutorily required automobile coverage; c. Commercial General Liability in an amount of not less than $1,000,000.00 per occurrence, $2,000,000 general aggregate, and $2,000,000 for products-completed operations hazard, providing coverage for claims including: i. Damages because of bodily injury, sickness or disease, including occupational sickness or disease, and death of any person; ii. Personal and advertising injury; iii. Damages because of physical damage to or destruction of property, including loss of use of such property; iv. Bodily injury or property damage arising out of completed operations; and v. Contractor’s indemnity obligations under this Agreement. To meet the Commercial General Liability and Business Auto Liability requirements, Contractor may use a combination of Excess and Umbrella coverage. Prior to commencement of the Work, Contractor shall provide the City with a current certificate of insurance including the following language: “The City of Golden Valley is named as an additional insured with respect to the commercial general liability, business automobile liability and umbrella or excess liability, as required by the contract. The umbrella or excess liability policy follows form on all underlying coverages.” Such certificate of liability insurance shall list the City as an additional insured and contain a statement that such policies of insurance shall not be canceled or amended unless 30 days’ written notice is provided to the City, or 10 days’ written notice in the case of non-payment. 18. Compliance with State Withholding Tax. Before final payment is made for the Work on this project, Contractor must make a satisfactory showing that it has complied with the provisions of Minnesota Statutes, section 290.92 requiring the withholding of State Income Tax for wages paid employees on this project by providing to the City Engineer a Certificate of Compliance from the Commissioner of Taxation. Contractor is advised that before such Certificate can be issued, Contractor must first place on file with the Commissioner of Taxation an affidavit, in the form of an IC-134, that Contractor has complied with the provisions of Minnesota Statutes Section 290.92. 19. Assignment. Neither the City nor Contractor shall assign this Agreement or any rights under or interest in this Agreement, in whole or in part, without the other party’s prior written consent. Any assignment in violation of this provision is null and void. Neither the City nor Contractor shall assign, or transfer any rights under or interest (including, but without limitation, moneys that may become due or moneys that are due) in the Agreement without the written consent of the other except to the extent that the effect of this limitation may be restricted by law. Unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under this Agreement. Nothing contained in this paragraph shall prevent Contractor from employing such independent consultants, associates, and subcontractors, as it may deem appropriate to assist it in the performance of the Work required by this Agreement. Any instrument in violation of this provision is null and void. 6 20. Independent Contractor. Contractor is an independent contractor. Contractor’s duties shall be performed with the understanding that Contractor has special expertise as to the Work which Contractor is to perform and is customarily engaged in the independent performance of the same or similar work for others. Contractor shall provide or contract for all required equipment and personnel. Contractor shall control the manner in which the Work is performed; however, the nature of the Work and the results to be achieved shall be specified by the City. The parties agree that this is not a joint venture and the parties are not co-partners. Contractor is not an employee or agent of the City and has no authority to make any binding commitments or obligations on behalf of the City except to the extent expressly provided in this Agreement. All Work provided by Contractor pursuant to this Agreement shall be provided by Contractor as an independent contractor and not as an employee of the City for any purpose, including but not limited to: income tax withholding, workers' compensation, unemployment compensation, FICA taxes, liability for torts and eligibility for employee benefits. 21. Compliance with Laws. Contractor shall exercise due professional care to comply with applicable federal, state and local laws, rules, ordinances and regulations in effect as of the Effective Date. Contractor’s guests, invitees, members, officers, officials, agents, employees, volunteers, representatives, and subcontractors shall abide by the City’s policies prohibiting sexual harassment and tobacco, drug, and alcohol use as defined on the City’s Tobacco, Drug, and Alcohol Policy, as well as all other reasonable work rules, safety rules, or policies, and procedures regulating the conduct of persons on City property, at all times while performing duties pursuant to this Agreement. Contractor agrees and understands that a violation of any of these policies, procedures, or rules constitutes a breach of the Agreement and sufficient grounds for immediate termination of the Agreement by the City. 22. Entire Agreement. The Contract Documents shall constitute the entire agreement between the City and Contractor, and supersede any other written or oral agreements between the City and Contractor. 23. Third Party Rights. The parties to this Agreement do not intend to confer any rights under this Agreement on any third party. 24. Choice of Law and Venue. This Agreement shall be governed by and construed in accordance with the laws of the state of Minnesota. Any disputes, controversies, or claims arising out of this Agreement shall be heard in the state or federal courts of Hennepin County, Minnesota, and all parties to this Agreement waive any objection to the jurisdiction of these courts, whether based on convenience or otherwise. 25. Work Products and Ownership of Documents. All records, information, materials and other work products, including, but not limited to the completed reports, drawings, plans, and specifications prepared and developed in connection with the provision of the Work pursuant to this Agreement shall become the property of the City, but reproductions of such records, information, materials and other work products in whole or in part may be retained by Contractor. Regardless of when such information was provided, Contractor agrees that it will not disclose for any purpose any information Contractor has obtained arising out of or related to this Agreement, except as authorized by the City or as required by law. These obligations survive the termination of this Agreement. 26. Conflict of Interest. Contractor shall use reasonable care to avoid conflicts of interest and appearances of impropriety in representation of the City. In the event of a conflict of interest, Contractor 7 shall advise the City and, either secure a waiver of the conflict, or advise the City that it will be unable to provide the requested Work. 27. Agreement Not Exclusive. The City retains the right to hire other professionals, contractors and service providers for this or other matters, in the City’s sole discretion. 28. Data Practices Act Compliance. Any and all data provided to Contractor, received from Contractor, created, collected, received, stored, used, maintained, or disseminated by Contractor pursuant to this Agreement shall be administered in accordance with, and is subject to the requirements of the Minnesota Government Data Practices Act, Minnesota Statutes, Chapter 13. Contractor agrees to notify the City within three business days if it receives a data request from a third party. This paragraph does not create a duty on the part of Contractor to provide access to public data to the public if the public data are available from the City, except as required by the terms of this Agreement. These obligations shall survive the termination or completion of this Agreement. 29. No Discrimination. Contractor agrees not to discriminate in providing the Work under this Agreement on the basis of race, color, sex, creed, national origin, disability, age, sexual orientation, status with regard to public assistance, or religion. Violation of any part of this provision may lead to immediate termination of this Agreement. Contractor agrees to comply with Americans with Disabilities Act as amended (“ADA”), section 504 of the Rehabilitation Act of 1973, and the Minnesota Human Rights Act, Minnesota Statutes, Chapter 363A. Contractor agrees to hold harmless and indemnify the City from costs, including but not limited to damages, attorneys’ fees and staff time, in any action or proceeding brought alleging a violation of these laws by Contractor or its guests, invitees, members, officers, officials, agents, employees, volunteers, representatives and subcontractors. Upon request, Contractor shall provide accommodation to allow individuals with disabilities to participate in all Work under this Agreement. Contractor agrees to utilize its own auxiliary aid or service in order to comply with ADA requirements for effective communication with individuals with disabilities. 30. Authorized Agents. The City’s authorized agent for purposes of administration of this contract is Tim Kieffer, or designee. Contractor’s authorized agent for purposes of administration of this contract is Pete Nasvik, or designee who shall perform or supervise the performance of all Work. 31. Notices. Any notices permitted or required by this Agreement shall be deemed given when personally delivered or upon deposit in the United States mail, postage fully prepaid, certified, return receipt requested, addressed to: CONTRACTOR THE CITY Valley Rich Co., Inc. 147 Jonathan Boulevard North #4 Chaska, MN 55318 pete@valleyrich.com City of Golden Valley 7800 Golden Valley Road Golden Valley, MN 55427 tkieffer@goldenvalleymn.gov or such other contact information as either party may provide to the other by notice given in accordance with this provision. 32. Waiver. No waiver of any provision or of any breach of this Agreement shall constitute a waiver of any other provisions or any other or further breach, and no such waiver shall be effective unless made in writing and signed by an authorized representative of the party to be charged with such a waiver. 8 33. Headings. The headings contained in this Agreement have been inserted for convenience of reference only and shall in no way define, limit or affect the scope and intent of this Agreement. 34. Severability. In the event that any provision of this Agreement shall be illegal or otherwise unenforceable, such provision shall be severed, and the balance of the Agreement shall continue in full force and effect. 35. Signatory. Each person executing this Agreement (“Signatory”) represents and warrants that they are duly authorized to sign on behalf of their respective organization. In the event Contractor did not authorize the Signatory to sign on its behalf, the Signatory agrees to assume responsibility for the duties and liability of Contractor, described in this Agreement, personally. 36. Counterparts and Electronic Communication. This Agreement may be executed in two or more counterparts, each of which shall be deemed an original, but all of which taken together shall constitute one and the same instrument. This Agreement may be transmitted by electronic mail in portable document format (pdf) and signatures appearing on electronic mail instruments shall be treated as original signatures. 37. Recitals. The City and Contractor agree that the Recitals are true and correct and are fully incorporated into this Agreement. IN WITNESS WHEREOF, the City and Contractor have caused this Independent Contractor Agreement to be executed by their duly authorized representatives in duplicate on the respective dates indicated below. CONTRACTOR: CITY OF GOLDEN VALLEY: By: _________________________________ Pete Nasvik, Project Manager By: _________________________________ Shepard M. Harris, Mayor By: _________________________________ Timothy J. Cruikshank, City Manager EXHIBIT A SCOPE OF WORK 1. Work. The Work shall include all labor and equipment necessary to repair, replace, or relocate gate valves or other potable water distribution components. The Work shall include, but not limited to, excavation; removal and disposal of old gate valves; installation of new gate valves; and backfill and compact the excavated trench. The City shall furnish new gate valves, parts, and/or bolts. Newly installed bolts shall be sprayed with an approved automobile undercoating agent after installation and wrap entire valve assembly in plastic. All bolts on the valve shall be replaced, including the bolts that connect the valve to the existing pipe material. All bolts and nuts used for this project shall be stainless steel or “Core Blue” as approved by the Authorized Agent. Each excavation of gate valve may include supplemental work as follows: A. Type A – Street Repair Saw-cut and removal of bituminous. Replace gate valve and adjust new valve box to within 1/4 inch below top of wear course grade. Installation and compaction of 6 inches of Class 5 per City of Golden Valley Standard Details herein Exhibit C. B. Type B – Street & Curb Repair Saw-cut and removal of bituminous and concrete curb and gutter. Replace gate valve and adjust new valve box to within 1/4 inch below top of wear course grade. Installation and compaction of 6 inches of Class 5 per City of Golden Valley Standard Details herein Exhibit C. C. Type C – Sidewalk/Concrete Repair Saw-cut and removal of concrete sidewalk and/or driveway. Replace gate valve and adjust new valve box to within 1/4 inch below top of concrete grade. Installation and compaction of 4 inches of Class 5 per City of Golden Valley Standard Details. D. Type D – Concrete/Sod Repair Saw cut and removal of concrete curb and gutter. Replace gate valve and adjust new valve box to within 1/4 inch below sod grade. Installation and compaction of 4 inches of Class 5 per City of Golden Valley Standard Details. E. Type E – Sod Repair Adjust new valve box to within ¼ inch below sod grade. 2. Schedule. The Work shall commence May 9, 2022 and conclude July 1, 2022. 3. Location. The Location Maps herein Exhibit A identifies the location of each repair. EXHIBIT B SPECIAL CONDITIONS 1. Responsible Contractor Certification. Contractor and subcontractor(s) shall be a “responsible contractor” as defined in Minnesota Statutes §16C.285, subdivision 3. Contractor or subcontractor(s) that do not meet the minimum criteria established in Minnesota Statutes §16C.285, subdivision 3, or who fails to verify compliance with the minimum requirements, will not be a “responsible contractor” and will be ineligible to perform the Work. Contractor and subcontractor(s) are that make a false statement verifying compliance with any of the minimum criteria shall result in the termination of this Agreement. 2. Pre-Construction Meeting. Prior to the beginning of construction operations, a pre-construction meeting shall be held, and shall be attended by the authorized representatives of the City and persons of the contracting company who will have direct responsibility for workmanship and/or materials used on the project. The conference will disclose all aspects for execution and schedule of the Work. Agreement on any and all questionable measurements, materials, methods or other matters shall be made at this conference. Contractor shall submit the following at the pre-construction meeting: A. Critical path phasing plan and schedule, which details all controlling operations. This shall be submitted a minimum of three (3) days before the pre-construction meeting. B. General project contact information including emergency contacts. C. Traffic Control plan. 3. Safety Precautions and Accident Prevention. The Contractor shall observe and comply with all requirements to the safety of the workforce to be employed on the project. Contractor shall comply with all safety measures recommended and required by any governmental agency, including the Department of Labor and Industry, Division of Accident Prevention of the Industrial Commission of Minnesota, and with the requirements of the Workmen's Compensation Act and any amendments thereof. Attention is called to the other paragraphs of these Special Conditions covering safety precautions and accident prevention. The Contractor shall be responsible for all safety issues on this project. The Contractor shall comply with instructions from the City for implementing any additional requirements for safety concerns. 4. Permits and Licenses. Contractor shall procure all permits and licenses as required, pay all charges and fees and give all notices necessary and incidental to the due and lawful prosecution of the Work. 5. Locating Utilities. Contractor shall obtain field locations or other assistance as may be required to determine the existence and location of gas mains and other private utilities, as well as, public utilities of the City, County or State, which may be underground or overhead within street and highway rights-of-way or within easements and which may be interfered with by the Work prior to the Work. Existing underground, surface or overhead structures are not necessarily shown on the Plans; and those shown are only correct to the level of accuracy permitted by the locations both from field located and record drawings, established by the utility owners. The City does not assume any responsibility for the accuracy of the disclosed locations. Contractor shall be responsible for all verifying all utility location by contacting Gopher State One-Call (651.454.0002) prior to beginning the Work. Contractor shall also make such investigations as are necessary to determine the extent to which existing structures may interfere with the Work. Contractor shall not claim or be entitled to receive compensation for any damages sustained by reason of the inaccuracy of the omission of any of the information given relative to the surface, overhead or underground structures or by reason of Contractor’s failure to properly protect and maintain such structures. 6. Utility Conflicts. Contractor shall coordinate its efforts with private utility companies so the Work can be done in a timely manner. Contractor shall schedule or redirect its Work to ensure that utility company relocates, installations, and/or removals do not impede progress of the Work. Contractor waives claims for any and all costs or damages due to alleged delay, disruption, or acceleration; and releases the City from any such claims, to the extent the claim is due to the failure of any private utility with facilities affected by the Work to promptly relocate, remove, or adjust such facilities. It is anticipated that some facilities will be in conflict with the work on this project that Contractor will be expected to guard and protect these facilities. No claims for extra compensation to perform the Work are due to conflicts with in-place utilities shall be considered. Likewise, no claim for delays due to conflicts with in-place utilities shall be considered. 7. Mobilization (2021). The lump sum for mobilization is to include all aspects of work and shall include mobilization to all of the areas identified in the Location Maps herein Exhibit A. 8. DOT Compliance. All of Contractor’s drivers performing work for the City must be in compliance with DOT requirements related to holding a Commercial Driver’s License (CDL). Contractor shall be responsible for ensuring its own compliance with all applicable DOT regulations and requirements, including but not limited to DOT regulations related to drug testing and the maintenance of drug testing records. Contractor shall indemnify and hold harmless the City for any fines incurred as a result of Contractor’s failure to comply with DOT requirements as set forth above. It shall be Contractor’s responsibility to comply and provide evidence to the City of DOT compliance upon request. 9. Hours of Operation. Work shall occur Monday through Friday from 7:00 a.m. to 7:00 p.m., excluding holidays. On streets designated as high-volume or County roadways, Contractor’s Work shall be restricted to the hours of 9:00 a.m. to 3:30 p.m., or after 6:00 p.m. for any Work within the traveled portion of the roadway. High Volume Roadways A. Betty Crocker Boulevard between US 169 and General Mills Blvd B. Boone Avenue North between TH 55 and Plymouth Ave C. General Mills Boulevard between Wayzata Blvd and TH 55 D. Golden Hills Drive between Wayzata Blvd and Turners Crossroad E. Golden Valley Road between Boone Avenue and Douglas Drive F. Laurel Avenue between Winnetka Avenue and Xenia Avenue G. Louisiana Avenue South between Laurel Avenue and I-394 H. Noble Avenue North between Golden Valley Road and 34th Ave N I. North and South Frontage Roads of I-394 J. Olympia Street between Winnetka Avenue and Douglas Drive K. Plymouth Avenue between US 169 and Winnetka Avenue L. Regent Avenue North between Duluth Street and 34th Ave N M. Rhode Island Avenue between 10th Avenue and TH 55 N. Wayzata Boulevard all portions in Golden Valley City Limits O. Winnetka Avenue between TH 55 and I-394 P. Xenia Avenue South between Glenwood Avenue and I-394 Q. Zenith Avenue North between 26th Ave N and Theodore Wirth Pkwy County Roadways A. Douglas Drive North B. Duluth Street between Douglas Drive North and Regent Avenue North C. Glenwood Avenue between TH 55 and Theodore Wirth Parkway D. Golden Valley Road between Regent Avenue North and Xerxes Avenue North E. Medicine Lake Road between TH 169 and Douglas Drive North F. Winnetka Avenue North between TH 55 and Medicine Lake Road 10. Noise Elimination. The Contractor shall eliminate noise to as great an extent as possible at all times. Air compressing plants shall be equipped with silencers, and the exhausts of all gasoline motors or other power equipment shall be provided with mufflers approved by the manufacturer. 11. Care of Work. All work under this contract shall be accomplished with reasonable care and minimal damage to affected properties. The Contractor shall provide quality cleanup after removal and repair of any damage done by the Contractor’s equipment. 12. Traffic Control and Maintenance (2563). Contractor shall maintain traffic at all times while performing the Work in accordance with the current Minnesota Manual of Uniform Traffic Control Devices (MMUTCD) Field Manual and its supplements, or as deemed necessary by the Engineer, when the Work occurs on or adjacent to any street, alley or public place. Contractor shall provide, under the traffic control item, all construction signage and traffic control devices for the protection of persons, property and the Work. Contractor shall be responsible for maintaining traffic control devices during the Work. In the event that the City must install additional signs for traffic control for safety purposes, the cost for such measures shall be billed to Contractor or withheld from monies due. The Contractor shall be held responsible for all damaged from failure to protect the work zone. When single lane traffic is necessary, flagmen must be provided to direct traffic. Contractor shall provide certifications of all flagmen that will be working on this project. 13. Manual References. The Specifications which apply to the Work shown in the Plans shall be as follows: A. Special Conditions herein Exhibit A, B, and C. B. Standard Utilities Specifications for Watermain and Service Line Installation, Sanitary Sewer and Storm Sewer Installation, and Trench Excavation and Backfill/Surface Restoration, Revised 2013, as prepared by the City Engineers Association of Minnesota (CEAM) and published by the League of Minnesota Cities, St. Paul, Minnesota, except as modified or supplemented in these Special Conditions. The Standard Utilities Specifications are available from the Minnesota Society of Professional Engineers by calling 651.292.8860, or from the CEAM website at http://ceam.org/. C. The most current edition of the Minnesota Manual on Uniform Traffic Control Devices and its supplements. D. Division I, 1507 (Utility Property and Service) and Division I, 1512 (Unacceptable and unauthorized work) of the Minnesota Department of Highways Standard Specification for Construction, 2020 Edition and its supplements, shall apply, except as modified or supplemented herein. E. Division II (Construction Details) and Division III (Materials) of the Minnesota Department of Highways Standard Specification for Construction, 2020 Edition and its supplements, shall apply, except as modified or supplemented herein. 14. Tree and Landscape Preservation. Contractor shall protect existing trees and shrubbery that may be impacted by the Work, including but not limited to, cutting, breaking, or shredding of roots; wounding or scraping of trunks and branches; smothering of root systems by stockpiling of construction materials or excavated materials within their drip lines; excess foot or vehicular traffic; or parking of vehicles within their drip lines. All branches that have been damaged by Contractor shall be properly trimmed in accordance with National Arboriculture Standards by the end of the workday. Contractor shall have on-site an approved wound dressing to be applied to freshly cut branch ends immediately (within 10 minutes) after damage to prevent Emerald Ash Borer disease. Contractor shall also notify the Engineer immediately of any damaged branches. When excavating near trees, Contractor shall cut cleanly back to the soil line, all exposed, shredded or torn roots greater than 1-½” in diameter, with proper pruning equipment. The cost to cut roots shall be incidental for which there shall be no direct compensation. When excavating or sloping within fifteen (15) feet of any tree, Contractor shall coordinate all such efforts with the Assistant City Forester. Standard excavation procedures may need to be modified for large trees that have their trunks closer than five (5) feet from the excavation or sloping limits. Contractor shall be required to provide protection to all exposed oak tree roots that are cut prior to July 1. Contractor shall have on-site an approved wound dressing to be applied to freshly cut root ends immediately (within 10 minutes) after excavation to prevent oak wilt infection. Wound dressing will not be permitted for any other situation other than oaks or ashes damaged by construction before July 1. Contractor shall coordinate all such work with the Assistant City Forester. 15. Sanitary Provisions. Contractor shall observe and comply with all laws, rules, and regulations of the State and Local Health Authorities. In the event of a sewage release, Contractor shall immediately notify the State of Minnesota Duty Officer at the Department of Public Safety at 651.649.5451 and the City Engineer at 763.593.8030. The Duty Officer will instruct Contractor on any further notification procedures. Contractor shall also take immediate action to prevent sewage from entering any water body or storm sewer by directing any such sewage flow into the existing sanitary sewer system. 16. Measurement and Payment. Payment for all items for this project shall be by the unit price as stated herein Exhibit D. The estimated quantities on the Proposal form are for determination of the lowest cost for the Work. The City reserves the right to increase or decrease quantities shown on the Proposal to stay within the amount budgeted by the City. No claims for extra compensation due to increased or decreased quantities shall be considered. Contractor shall submit all final quantities to the City within one month after completion of the Work. 17. Contract Extension. Contractor shall perform fully, entirely, and in an acceptable manner, the Work contracted for within the time stated herein Exhibit A. Contractor shall, not less than ten (10) days prior to said date, make written request to the City for an extension of time for completion, setting forth fully in its request the reasons which Contractor believes justify the granting of the request. If the City finds that the Work has been delayed on account of unusual conditions beyond the control of Contractor, or the quantities of the Work done or to be done are in excess of the Contract quantities in sufficient amount to warrant additional time; the City may, in its sole discretion, grant an extension of time for the completion to such date as may seem reasonable and proper. In case such extension is not granted, the right to proceed with the Work may be considered as forfeited as of the Contract Time, including all agreed upon adjustments, and the City, without violating the Contract, may proceed immediately to take over the Work, materials and equipment and make final settlement of costs incurred, except that it shall not be necessary to give Contractor written ten (10) days’ notice for such forfeiture. EXHIBIT C CITY OF GOLDEN VALLEY STANDARD DETAILS EXHIBIT D PROPOSAL Contractor certifies that an examination has been made of the scope and location of work and proposes to furnish all necessary machinery, equipment, tools, labor and other means for the Work and to furnish all materials specified in the manner and at the time prescribed in the Contract Documents. Contractor understands that the quantities shown herein are approximate only and are subject to increase or decrease. Contractor further understands all quantities, whether increased or decreased, shall be performed at the unit prices below. The cost of hauling to the dumpsite and the cost of dumping material at the site shall be included in the prices bid for the equipment. Item Number Description Units Quantity Unit Price Total 2021.501 MOBILIZATION LS 1 $ 8,350 $ 8,350 2504.602 TYPE A REPAIR EACH 26 $ 3,450 $ 89,700 2504.602 TYPE B REPAIR EACH 15 $ 3,450 $ 51,750 2504.602 TYPE C REPAIR EACH 1 $ 3,450 $ 3,450 2504.602 TYPE D REPAIR EACH 2 $ 3,450 $ 6,900 2504.602 TYPE E REPAIR EACH 2 $ 3,450 $ 6,900 2563.601 TRAFFIC CONTROL LS 1 $ 5,000 $ 5,000 TOTAL COST TO PROVIDE SERVICES FOR GATE VALVE REPAIRS $ 172,050 Golden Valley City Council Meeting April 5, 2022 Agenda Item 3. D. 5. Authorize Contract for Landscape Services with Prescription Landscape, Inc. Prepared By Tim Kieffer, Public Works Director Al Lundstrom, Park Maintenance Superintendent Summary Plant beds were installed on Douglas Drive and Duluth Street as part of the street reconstruction project in 2017 and 2018. The plant beds require routine maintenance to survive and stay aesthetically pleasing. Given staff’s capacity, the city contracts the maintenance of the plant beds due to the additional maintenance they require. Additionally, staff proposed to include Winnetka Avenue as an alternate quote to the scope of work. Staff solicited quotes using the Minnesota Unified Certification Program database. Quotes were received on March 24, 2022, to provide landscape services. The results are listed below: Contractor Base Quote Alternate Quote Total Cost Prescription Landscape Hoffman & McNamara Landscape $15,971.69 $22,774.00 $4,489.39 $9,752.00 $20,461.08 $32,526.00 Financial Or Budget Considerations The 2022 Park Maintenance operating budget (1620.6382) includes $25,000 for landscape maintenance. Recommended Action Motion to authorize the Mayor and City Manager to execute the Contract for Landscape Services with Prescription Landscape, Inc. in the form approved by the City Attorney to provide landscape services in the amount of $20,461.08. Supporting Documents Contract for Landscape Services with Prescription Landscape, Inc. (31 pages) 1 CONTRACT FOR LANDSCAPE SERVICES WITH PRESCRIPTION LANDSCAPE, INC. THIS AGREEMENT is made this 5th day of April 2022 (the “Effective Date”) by and between Prescription Landscape, Inc., a landscape company located at 481 Front Avenue, St. Paul, Minnesota 55117 (“Contractor”), and the City of Golden Valley, Minnesota, a Minnesota municipal corporation located at 7800 Golden Valley Road, Golden Valley, MN 55427 (the “City”): RECITALS A. Contractor is engaged in the business of landscaping. B. The City desires to hire Contractor to provide landscape services. C. Contractor represents that it has the professional expertise and capabilities to provide the City with the requested work. D. The City desires to engage Contractor to provide the work described in this Agreement and Contractor is willing to provide such work on the terms and conditions in this Agreement. NOW, THEREFORE, in consideration of the terms and conditions expressed herein, the City and Contractor agree as follows: AGREEMENT 1. The Work. Contractor shall perform the work more fully described in the attached Exhibit A (the “Work”). The Work includes all work and services required by this Agreement, whether completed or partially completed, and includes all labor, materials, equipment, and services provided or to be provided by Contractor to fulfill Contractor’s obligations. All Work shall be completed according to the specifications set forth in the attached Exhibit B. Contractor shall at all times keep the premises free from accumulation of waste materials and debris caused by Contractor’s operations. 2. Time for Completion. The Contractor shall proceed diligently and shall complete the Work to the satisfaction and approval of the City’s authorized agent according to the length of time set forth in Exhibit A (the “Contract Time”). Contractor shall notify the City in writing of any cause of delay of the Work within 24 hours after such cause of delay arises. If Contractor fails to complete the Work during the Contract Time, the City may immediately, or at any time thereafter, proceed to complete the Work at the Contractor’s expense. If Contractor gives written notice of a delay over which Contractor has no control, the City may at its discretion, extend the Contract Time. 3. Consideration. In consideration of the performance of the Work, the City shall pay to Contractor the amount set forth herein Exhibit C (the “Contract Price”). The consideration shall be for both the Work performed by Contractor and the expenses incurred by Contractor in performing the Work. Contractor shall submit statements to the City containing a detailed list of project labor and hours, rates, titles, and amounts undertaken by Contractor during the relevant billing period. The City shall pay Contractor within thirty (30) days after receiving a statement from Contractor. 2 4. Extra Work. Unless approved by the City in writing, Contractor shall make no claim for extra work done or materials furnished, nor shall Contractor do any work or furnish any materials not covered by the plans and specifications of this Agreement. Any such work or materials furnished by Contractor without written City approval shall be at Contractor’s own risk and expense. Contractor shall perform any altered plans ordered by the City; if such alteration reduces the cost of doing such work, the actual amount of such reduction shall be deducted from the contract price for the Work. 5. Contract Documents. The Contract Documents shall consist of this Agreement; all exhibits to this Agreement, which are incorporated herein by reference; any supplementary drawings, plans, and specifications; and other documents listed herein. In the event of a conflict among the various provisions of the Contract Documents, the terms shall be interpreted in the following order of priority: a. Modifications to this Agreement b. This Agreement, including all exhibits c. Supplementary drawings, plans, specifications d. Other documents listed in this Agreement Drawings shall control over Specifications, and detail in drawings shall control over large-scale drawings. All capitalized terms used and not otherwise defined in this Agreement, but defined elsewhere in the Contract Documents, shall have the meaning set forth in the Contract Documents. 6. Expense Reimbursement. Contractor shall not be compensated separately for necessary incidental expenses. All expenses of Contractor shall be built into Contractor’s fixed compensation rate, unless reimbursement is provided for an expense that received the prior written approval of the City, which approval may be provided via electronic mail. 7. Approvals. Contractor shall secure the City’s written approval before making any expenditures, purchases, or commitments on the City’s behalf beyond those listed in the Work. The City’s approval may be provided via electronic mail. 8. Protection of Persons and Property. Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the performance of the Work. Contractor shall take reasonable precautions for the safety of, and shall provide reasonable protection to prevent damage, injury, or loss to: a. Persons performing the Work and other persons who may be affected by the Work; b. The Work and materials and equipment to be incorporated therein; and c. Other property at the site or adjacent to the site, such as trees, shrubs, lawns, walks, pavement, roadways, structures and utilities. Contractor shall promptly remedy damage and loss to property caused in whole or in part by Contractor or any of its subcontractors, agents, or anyone directly or indirectly employed by any of them. 9. Acceptance of the Work. All of the Contractor’s work and labor shall be subject to the inspection and approval of the City. If any materials or labor are rejected by the City as defective or unsuitable, then the materials shall be removed and replaced with other approved materials and the labor shall be done 3 to the satisfaction and approval of the City at the Contractor’s sole cost and expense. Contractor shall replace at Contractor’s expense any loss or damage to the Work, however caused, which occurs during the construction thereof or prior to the final delivery to and acceptance of the Work by the City. Any payment made to Contractor, shall not be construed as operating to relieve Contractor from responsibility for the construction and delivery of Work. Acceptance of the completed Work shall be evidenced only by a Certificate of Final Completion issued by the City, which shall state the date on which the City accepts the completed Work (the “Final Completion Date”). 10. Warranty. Contractor represents and warrants that it has the requisite training, skills, and experience necessary to complete the Work, is appropriately licensed by all applicable agencies and governmental entities, and will complete the Work in a manner consistent with the level of care and skill ordinarily exercised by professionals currently providing similar work. Contractor further represents and warrants to the City that the materials and equipment furnished under this Agreement are of good quality and new, unless this Agreement requires or permits otherwise. Contractor further warrants that the Work will conform to the requirements of this Agreement and will be free from defects. Work, materials, or equipment not conforming to these requirements may be considered defective. Contractor shall promptly correct any defective Work. Costs of correcting such defective Work, including additional testing and inspections, the cost of uncovering and replacement, and compensation for any additional services and expenses made necessary thereby, shall be at Contractor’s expense. Contractor’s warranty shall exclude remedy for damage or defect caused by abuse, alterations to the Work not executed by Contractor or its subcontractors, agents, or anyone hired or employed by any of them, improper or insufficient maintenance, improper operation or normal wear and tear under normal usage. 11. Guarantee. Contractor guarantees and agrees to maintain the stability of the Work and materials furnished and installed under this contract for a period of one year after the Final Completion Date (the “Guarantee Period”). Contractor agrees to perform fully all other guarantees as set forth in the specifications. If any of the Work is found to be not in accordance with the requirements of the Contract during the Guarantee Period, Contractor shall correct it promptly after receipt of notice from the City to do so. The City shall give such notice promptly after discovery of the condition. If Contractor fails to correct nonconforming Work within a reasonable time after receipt of notice from the City, the City may correct the Work at Contractor’s expense. The Guarantee Period shall be extended with respect to portions of Work first performed after the Final Completion Date by the period of time between final payment and the actual completion of that portion of the Work. The one-year period for correction of Work shall not be extended by corrective Work performed by Contractor pursuant to this Section. Nothing contained in this Section shall be construed to establish a period of limitation with respect to other obligations Contractor has under the Contract Documents. Establishment of the one-year period for correction of Work as described in this Section relates only to the specific obligation of Contractor to correct the Work, and has no relationship to the time within which the obligation to comply with the Contract Documents may be sought to be enforced, nor to the time within which proceedings may be commenced to establish Contractor’s liability with respect to Contractor’s obligations other than specifically to correct the Work. 12. Termination. This Agreement shall remain in force and effect commencing from the effective date and continuing until the completion of all of the parties’ obligations hereunder, unless terminated 4 by the City or amended pursuant to the Agreement. Notwithstanding any other provision hereof to the contrary, this Agreement may be terminated as follows: a. The parties, by mutual written agreement, may terminate this Agreement at any time; b. Contractor may terminate this Agreement in the event of a breach of the Agreement by the City upon providing thirty (30) days’ written notice to the City; c. The City may terminate this Agreement at any time at its option, for any reason or no reason at all; or d. The City may terminate this Agreement immediately upon Contractor’s failure to have in force any insurance required by this Agreement. In the event of a termination, the City shall pay Contractor for Work performed to the date of termination and for all costs or other expenses incurred prior to the date of termination. 13. Amendments. No amendments may be made to this Agreement except in a writing signed by both parties. 14. Remedies. In the event of a termination of this Agreement by the City because of a breach by Contractor, the City may complete the Work either by itself or by contract with other persons or entities, or any combination thereof. These remedies provided to the City for breach of this Agreement by Contractor shall not be exclusive. The City shall be entitled to exercise any one or more other legal or equitable remedies available because of Contractor’s breach. 15. Records/Inspection. Pursuant to Minnesota Statutes § 16C.05, subd. 5, Contractor agrees that the books, records, documents, and accounting procedures and practices of Contractor, that are relevant to the contract or transaction, are subject to examination by the City and the state auditor or legislative auditor for a minimum of six years. Contractor shall maintain such records for a minimum of six years after final payment. The parties agree that this obligation will survive the completion or termination of this Agreement. 16. Indemnification. To the fullest extent permitted by law, Contractor, and Contractor’s successors or assigns, agree to protect, defend, indemnify, save, and hold harmless the City, its officers, officials, agents, volunteers, and employees from any and all claims; lawsuits; causes of actions of any kind, nature, or character; damages; losses; and costs, disbursements, and expenses of defending the same, including but not limited to attorneys’ fees, professional services, and other technical, administrative or professional assistance resulting from or arising out of Contractor’s (or its subcontractors, agents, volunteers, members, invitees, representatives, or employees) performance of the duties required by or arising from this Agreement, or caused in whole or in part by any negligent act or omission or willful misconduct by Contractor, or arising out of Contractor’s failure to obtain or maintain the insurance required by this Agreement. Nothing in this Agreement shall constitute a waiver or limitation of any immunity or limitation on liability to which the City is entitled. The parties agree that these indemnification obligations shall survive the completion or termination of this Agreement. 17. Insurance. Contractor shall maintain reasonable insurance coverage throughout this Agreement. Contractor agrees that before any work related to the approved project can be performed, Contractor shall maintain at a minimum: a. Worker’s Compensation Insurance as required by Minnesota Statutes, section 176.181; 5 b. Business Auto Liability covering vehicles owned by Contractor and non-owned vehicles used by Contractor, with policy limits not less than $1,000,000.00 per accident, for bodily injury, death of any person, and property damage arising out of the ownership, maintenance, and use of such motor vehicles, along with any statutorily required automobile coverage; c. Commercial General Liability in an amount of not less than $1,000,000.00 per occurrence, $2,000,000 general aggregate, and $2,000,000 for products-completed operations hazard, providing coverage for claims including: i. Damages because of bodily injury, sickness or disease, including occupational sickness or disease, and death of any person; ii. Personal and advertising injury; iii. Damages because of physical damage to or destruction of property, including loss of use of such property; iv. Bodily injury or property damage arising out of completed operations; and v. Contractor’s indemnity obligations under this Agreement. To meet the Commercial General Liability and Business Auto Liability requirements, Contractor may use a combination of Excess and Umbrella coverage. Prior to commencement of the Work, Contractor shall provide the City with a current certificate of insurance including the following language: “The City of Golden Valley is named as an additional insured with respect to the commercial general liability, business automobile liability and umbrella or excess liability, as required by the contract. The umbrella or excess liability policy follows form on all underlying coverages.” Such certificate of liability insurance shall list the City as an additional insured and contain a statement that such policies of insurance shall not be canceled or amended unless 30 days’ written notice is provided to the City, or 10 days’ written notice in the case of non-payment. 18. Compliance with State Withholding Tax. Before final payment is made for the Work on this project, Contractor must make a satisfactory showing that it has complied with the provisions of Minnesota Statutes, section 290.92 requiring the withholding of State Income Tax for wages paid employees on this project by providing to the City Engineer a Certificate of Compliance from the Commissioner of Taxation. Contractor is advised that before such Certificate can be issued, Contractor must first place on file with the Commissioner of Taxation an affidavit, in the form of an IC-134, that Contractor has complied with the provisions of Minnesota Statutes Section 290.92. 19. Assignment. Neither the City nor Contractor shall assign this Agreement or any rights under or interest in this Agreement, in whole or in part, without the other party’s prior written consent. Any assignment in violation of this provision is null and void. Neither the City nor Contractor shall assign, or transfer any rights under or interest (including, but without limitation, moneys that may become due or moneys that are due) in the Agreement without the written consent of the other except to the extent that the effect of this limitation may be restricted by law. Unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under this Agreement. Nothing contained in this paragraph shall prevent Contractor from employing such independent consultants, associates, and subcontractors, as it may deem appropriate to assist it in the performance of the Work required by this Agreement. Any instrument in violation of this provision is null and void. 6 20. Independent Contractor. Contractor is an independent contractor. Contractor’s duties shall be performed with the understanding that Contractor has special expertise as to the Work which Contractor is to perform and is customarily engaged in the independent performance of the same or similar work for others. Contractor shall provide or contract for all required equipment and personnel. Contractor shall control the manner in which the Work is performed; however, the nature of the Work and the results to be achieved shall be specified by the City. The parties agree that this is not a joint venture and the parties are not co-partners. Contractor is not an employee or agent of the City and has no authority to make any binding commitments or obligations on behalf of the City except to the extent expressly provided in this Agreement. All Work provided by Contractor pursuant to this Agreement shall be provided by Contractor as an independent contractor and not as an employee of the City for any purpose, including but not limited to: income tax withholding, workers' compensation, unemployment compensation, FICA taxes, liability for torts and eligibility for employee benefits. 21. Compliance with Laws. Contractor shall exercise due professional care to comply with applicable federal, state and local laws, rules, ordinances and regulations in effect as of the Effective Date. Contractor’s guests, invitees, members, officers, officials, agents, employees, volunteers, representatives, and subcontractors shall abide by the City’s policies prohibiting sexual harassment and tobacco, drug, and alcohol use as defined on the City’s Tobacco, Drug, and Alcohol Policy, as well as all other reasonable work rules, safety rules, or policies, and procedures regulating the conduct of persons on City property, at all times while performing duties pursuant to this Agreement. Contractor agrees and understands that a violation of any of these policies, procedures, or rules constitutes a breach of the Agreement and sufficient grounds for immediate termination of the Agreement by the City. 22. Entire Agreement. The Contract Documents shall constitute the entire agreement between the City and Contractor, and supersede any other written or oral agreements between the City and Contractor. 23. Third Party Rights. The parties to this Agreement do not intend to confer any rights under this Agreement on any third party. 24. Choice of Law and Venue. This Agreement shall be governed by and construed in accordance with the laws of the state of Minnesota. Any disputes, controversies, or claims arising out of this Agreement shall be heard in the state or federal courts of Hennepin County, Minnesota, and all parties to this Agreement waive any objection to the jurisdiction of these courts, whether based on convenience or otherwise. 25. Work Products and Ownership of Documents. All records, information, materials and other work products, including, but not limited to the completed reports, drawings, plans, and specifications prepared and developed in connection with the provision of the Work pursuant to this Agreement shall become the property of the City, but reproductions of such records, information, materials and other work products in whole or in part may be retained by Contractor. Regardless of when such information was provided, Contractor agrees that it will not disclose for any purpose any information Contractor has obtained arising out of or related to this Agreement, except as authorized by the City or as required by law. These obligations survive the termination of this Agreement. 26. Conflict of Interest. Contractor shall use reasonable care to avoid conflicts of interest and appearances of impropriety in representation of the City. In the event of a conflict of interest, Contractor 7 shall advise the City and, either secure a waiver of the conflict, or advise the City that it will be unable to provide the requested Work. 27. Agreement Not Exclusive. The City retains the right to hire other professionals, contractors and service providers for this or other matters, in the City’s sole discretion. 28. Data Practices Act Compliance. Any and all data provided to Contractor, received from Contractor, created, collected, received, stored, used, maintained, or disseminated by Contractor pursuant to this Agreement shall be administered in accordance with, and is subject to the requirements of the Minnesota Government Data Practices Act, Minnesota Statutes, Chapter 13. Contractor agrees to notify the City within three business days if it receives a data request from a third party. This paragraph does not create a duty on the part of Contractor to provide access to public data to the public if the public data are available from the City, except as required by the terms of this Agreement. These obligations shall survive the termination or completion of this Agreement. 29. No Discrimination. Contractor agrees not to discriminate in providing the Work under this Agreement on the basis of race, color, sex, creed, national origin, disability, age, sexual orientation, status with regard to public assistance, or religion. Violation of any part of this provision may lead to immediate termination of this Agreement. Contractor agrees to comply with Americans with Disabilities Act as amended (“ADA”), section 504 of the Rehabilitation Act of 1973, and the Minnesota Human Rights Act, Minnesota Statutes, Chapter 363A. Contractor agrees to hold harmless and indemnify the City from costs, including but not limited to damages, attorneys’ fees and staff time, in any action or proceeding brought alleging a violation of these laws by Contractor or its guests, invitees, members, officers, officials, agents, employees, volunteers, representatives and subcontractors. Upon request, Contractor shall provide accommodation to allow individuals with disabilities to participate in all Work under this Agreement. Contractor agrees to utilize its own auxiliary aid or service in order to comply with ADA requirements for effective communication with individuals with disabilities. 30. Authorized Agents. The City’s authorized agent for purposes of administration of this contract is Tim Kieffer, or designee. Contractor’s authorized agent for purposes of administration of this contract is Paul Eckholm , or designee who shall perform or supervise the performance of all Work. 31. Notices. Any notices permitted or required by this Agreement shall be deemed given when personally delivered or upon deposit in the United States mail, postage fully prepaid, certified, return receipt requested, addressed to: CONTRACTOR THE CITY Prescription Landscape, Inc. 481 Front Avenue St. Paul, MN 55117 pauleckholm@rxlandscape.com City of Golden Valley 7800 Golden Valley Road Golden Valley, MN 55427 tkieffer@goldenvalleymn.gov or such other contact information as either party may provide to the other by notice given in accordance with this provision. 32. Waiver. No waiver of any provision or of any breach of this Agreement shall constitute a waiver of any other provisions or any other or further breach, and no such waiver shall be effective unless made in writing and signed by an authorized representative of the party to be charged with such a waiver. 8 33. Headings. The headings contained in this Agreement have been inserted for convenience of reference only and shall in no way define, limit or affect the scope and intent of this Agreement. 34. Severability. In the event that any provision of this Agreement shall be illegal or otherwise unenforceable, such provision shall be severed, and the balance of the Agreement shall continue in full force and effect. 35. Signatory. Each person executing this Agreement (“Signatory”) represents and warrants that they are duly authorized to sign on behalf of their respective organization. In the event Contractor did not authorize the Signatory to sign on its behalf, the Signatory agrees to assume responsibility for the duties and liability of Contractor, described in this Agreement, personally. 36. Counterparts and Electronic Communication. This Agreement may be executed in two or more counterparts, each of which shall be deemed an original, but all of which taken together shall constitute one and the same instrument. This Agreement may be transmitted by electronic mail in portable document format (pdf) and signatures appearing on electronic mail instruments shall be treated as original signatures. 37. Recitals. The City and Contractor agree that the Recitals are true and correct and are fully incorporated into this Agreement. IN WITNESS WHEREOF, the City and Contractor have caused this Independent Contractor Agreement to be executed by their duly authorized representatives in duplicate on the respective dates indicated below. PRESCRIPTION LANDSCAPE, INC.: CITY OF GOLDEN VALLEY: By: _________________________________ Paul Eckholm, Account Executive By: _________________________________ Shepard M. Harris, Mayor By: _________________________________ Timothy J. Cruikshank, City Manager EXHIBIT A SCOPE OF WORK 1. Work. The Work shall include furnishing all labor, tools, and equipment to maintain landscape beds and plant materials. The Work shall occur at least once a month during the Contract Time. The Work shall include the following: A. Weed Control – Hand pull weeds or apply a contact non-selective herbicide, as needed, sparingly and selectively in and around shrubs and perennial beds to kill weeds that resist hand removal. All landscape plant materials shall be protected from application damage. B. Shrubs and Perennial Maintenance – Inspect plants for signs of pests and diseases and notify the City within 24 hours of detecting the presence of pests or diseases. Removal of dead, broken, and diseased branches from all plant materials adhering to National Arboriculture Standards. The Work shall include the cutting back of perennials and corresponding cleanup in the fall. C. Trash Removal – Removal of all trash & debris within the planting beds resulting from maintenance operations or incidental. D. Mulch Installation – Furnish and install mulch to ensure a minimum of 5” of engineered shredded hardwood mulch within each area, as directed by the City. The City may request additional mulch to be installed at the unit price herein Exhibit C. 2. Location. Location maps are herein Exhibit A. A. Area A – Douglas Drive North between Medicine Lake Road and Highway 55; and Duluth Street between Douglas Drive North and Brunswick Avenue North. B. Area B – Winnetka Avenue North between Highway 55 and Ewald Terrace. C. Area C – Winnetka Avenue North between Highway 55 and 10th Avenue North. 3. Contract Time. The Work shall commence May 1, 2022 and conclude October 31, 2022. Area A Area A Area A Area A Area A Area A Area A Area A Area A Area A Area B Area B Area B Area C Area C Area C Area C EXHIBIT B SPECIAL CONDITIONS 1. Pre-Construction Meeting. Prior to the beginning of maintenance, a pre-construction meeting shall be held following all CDC COVID-19 requirements, and shall be attended by the authorized representatives of the City and persons of the contracting company who will have direct responsibility for workmanship and/or materials used on the project. The conference will disclose all aspects for execution and schedule of the Work. Agreement on any and all questionable measurements, materials, methods or other matters shall be made at this conference. Contractor shall submit the following at the pre-construction meeting: A. Critical path phasing plan and schedule, which details all controlling operations. This shall be submitted a minimum of three (3) days before the pre-construction meeting. B. List of products and materials. C. General project contact information including emergency contacts. D. Traffic Control plan. 2. Notification. The Contractor shall notify the City within 24 hours after discovering irrigation, mulch, or tree maintenance issues or needed repairs. 3. Use of Chemicals. It is the City’s policy to reduce the use of chemicals that have the potential to harm or impact natural resources and human health. Alternatives to chemicals such as manual removal methods shall be given priority. If it is deemed necessary to use chemical, the Contractor must take all necessary precautions and measures to protect the environment and human health and safety while working. Contractor shall adhere to the following guidelines whenever using chemicals at the site: A. Contractor shall follow all label instructions for herbicides. B. All chemicals shall be approved by the City’s authorized agent prior to application. C. Applicators must be MDA licensed pesticide applicators and be trained in the proper techniques for handling and applying the chemicals used. For areas near water resources, Contractor must use chemicals that are approved for the use near water and meet all state and federal regulations. D. Contractor shall use the minimum effective rate of the chemicals in order to minimize any potentially negative impacts. E. Contractor shall consider weather conditions before applying chemicals to a site, and will avoid use of chemicals if application will occur too close to a rain event. 4. Safety Precautions and Accident Prevention. The Contractor shall observe and comply with all requirements to the safety of the workforce to be employed on the project. Contractor shall comply with all safety measures recommended and required by any governmental agency, including the Department of Labor and Industry, Division of Accident Prevention of the Industrial Commission of Minnesota, and with the requirements of the Workmen's Compensation Act and any amendments thereof. Attention is called to the other paragraphs of these Special Conditions covering safety precautions and accident prevention. The Contractor shall be responsible for all safety issues on this project. The Contractor shall comply with instructions from the City for implementing any additional requirements for safety concerns. 5. Permits and Licenses. Contractor shall procure all permits and licenses as required, pay all charges and fees and give all notices necessary and incidental to the due and lawful prosecution of the Work. 6. Locating Utilities. Contractor shall obtain field locations or other assistance as may be required to determine the existence and location of gas mains and other private utilities, as well as, public utilities of the City, County or State, which may be underground or overhead within street and highway rights-of-way or within easements and which may be interfered with by the Work prior to the Work. Contractor shall be responsible for verifying all utility location by contacting Gopher State One-Call (651.454.0002). Contractor shall also make such investigations as are necessary to determine the extent to which existing structures may interfere with the Work. Contractor shall not claim or be entitled to receive compensation for any damages sustained by reason of the inaccuracy of the omission of any of the information given relative to the surface, overhead or underground structures or by reason of Contractor’s failure to properly protect and maintain such structures. 7. Mobilization (2021). The mobilization shall be included in the base price in all aspects of Work and shall include mobilization to all of the areas identified in the Location Maps herein Exhibit A. No additional compensation will be considered for mobilization. 8. DOT Compliance. All of Contractor’s drivers performing work for the City must be in compliance with DOT requirements related to holding a Commercial Driver’s License (CDL). Contractor shall be responsible for ensuring its own compliance with all applicable DOT regulations and requirements, including but not limited to DOT regulations related to drug testing and the maintenance of drug testing records. Contractor shall indemnify and hold harmless the City for any fines incurred as a result of Contractor’s failure to comply with DOT requirements as set forth above. It shall be Contractor’s responsibility to comply and provide evidence to the City of DOT compliance upon request. 9. Hours of Operation. Work shall occur Monday through Friday from 7:00 a.m. to 7:00 p.m., excluding holidays. On streets designated as high-volume or County roadways, Contractor’s Work shall be restricted to the hours of 9:00 a.m. to 3:30 p.m., or after 6:00 p.m. for any Work within the traveled portion of the roadway. High Volume Roadways A. Betty Crocker Boulevard between US 169 and General Mills Blvd B. Boone Avenue North between TH 55 and Plymouth Ave C. General Mills Boulevard between Wayzata Blvd and TH 55 D. Golden Hills Drive between Wayzata Blvd and Turners Crossroad E. Golden Valley Road between Boone Avenue and Douglas Drive F. Laurel Avenue between Winnetka Avenue and Xenia Avenue G. Louisiana Avenue South between Laurel Avenue and I-394 H. Noble Avenue North between Golden Valley Road and 34th Ave N I. North and South Frontage Roads of I-394 J. Olympia Street between Winnetka Avenue and Douglas Drive K. Plymouth Avenue between US 169 and Winnetka Avenue L. Regent Avenue North between Duluth Street and 34th Ave N M. Rhode Island Avenue between 10th Avenue and TH 55 N. Wayzata Boulevard all portions in Golden Valley City Limits O. Winnetka Avenue between TH 55 and I-394 P. Xenia Avenue South between Glenwood Avenue and I-394 Q. Zenith Avenue North between 26th Ave N and Theodore Wirth Pkwy 10. Noise Elimination. The Contractor shall eliminate noise to as great an extent as possible at all times. Air compressing plants shall be equipped with silencers, and the exhausts of all gasoline motors or other power equipment shall be provided with mufflers approved by the manufacturer. 11. Care of Work. All work under this contract shall be accomplished with reasonable care and minimal damage to affected properties. The Contractor shall provide quality cleanup after removal and repair of any damage done by the Contractor’s equipment. 12. Traffic Control and Maintenance (2563). Contractor shall maintain traffic at all times while performing the Work in accordance with the current Minnesota Manual of Uniform Traffic Control Devices (MMUTCD) Field Manual and its supplements, or as deemed necessary by the Engineer, when the Work occurs on or adjacent to any street, alley or public place. Contractor shall provide, under the traffic control item, all construction signage and traffic control devices for the protection of persons, property and the Work. Contractor shall be responsible for maintaining traffic control devices during the Work. In the event that the City must install additional signs for traffic control for safety purposes, the cost for such measures shall be billed to Contractor or withheld from monies due. The Contractor shall be held responsible for all damaged from failure to protect the work zone. When single lane traffic is necessary, flagmen must be provided to direct traffic. Contractor shall provide certifications of all flagmen that will be working on this project. 13. Manual References. The Specifications which apply to the Work shown in the Plans shall be as follows: A. Special Conditions herein Exhibit A and B. B. The most current edition of the Minnesota Manual on Uniform Traffic Control Devices and its supplements. C. Division I, 1512 (Unacceptable and unauthorized work) of the Minnesota Department of Highways Standard Specification for Construction, 2018 Edition and its supplements, shall apply, except as modified or supplemented herein. D. Division II (Construction Details) and Division III (Materials) of the Minnesota Department of Highways Standard Specification for Construction, 2018 Edition and its supplements, shall apply, except as modified or supplemented herein. E. ANSI A300 Manual. 14. Tree and Landscape Preservation. Contractor shall protect existing trees and shrubbery that may be impacted by the Work, including but not limited to, cutting, breaking, or shredding of roots; wounding or scraping of trunks and branches; smothering of root systems by stockpiling of construction materials or excavated materials within their drip lines; excess foot or vehicular traffic; or parking of vehicles within their drip lines. All branches that have been damaged by Contractor shall be properly trimmed in accordance with National Arboriculture Standards by the end of the workday. Contractor shall have on-site an approved wound dressing to be applied to freshly cut branch ends immediately (within 10 minutes) after damage to prevent Emerald Ash Borer disease. Contractor shall also notify the Engineer immediately of any damaged branches. When excavating near trees, Contractor shall cut cleanly back to the soil line, all exposed, shredded or torn roots greater than 1-½” in diameter, with proper pruning equipment. The cost to cut roots shall be incidental for which there shall be no direct compensation. When excavating or sloping within fifteen (15) feet of any tree, Contractor shall coordinate all such efforts with the Assistant City Forester. Standard excavation procedures may need to be modified for large trees that have their trunks closer than five (5) feet from the excavation or sloping limits. Contractor shall be required to provide protection to all exposed oak tree roots that are cut prior to July 1. Contractor shall have on-site an approved wound dressing to be applied to freshly cut root ends immediately (within 10 minutes) after excavation to prevent oak wilt infection. Wound dressing will not be permitted for any other situation other than oaks or ashes damaged by construction before July 1. Contractor shall coordinate all such work with the Assistant City Forester. 15. Measurement and Payment. Payment for all items for this project shall be by the unit price as stated herein Exhibit C. The estimated quantities on the Proposal form are for determination of the lowest cost for the Work. The City reserves the right to increase or decrease quantities shown on the Proposal to stay within the amount budgeted by the City. No claims for extra compensation due to increased or decreased quantities shall be considered. Contractor shall submit all final quantities to the City within one month after completion of the Work. 16. Contract Extension. Contractor shall perform fully, entirely, and in an acceptable manner, the Work contracted for within the time stated herein Exhibit A. Contractor shall, not less than ten (10) days prior to said date, make written request to the City for an extension of time for completion, setting forth fully in its request the reasons which Contractor believes justify the granting of the request. If the City finds that the Work has been delayed on account of unusual conditions beyond the control of Contractor, or the quantities of the Work done or to be done are in excess of the Contract quantities in sufficient amount to warrant additional time; the City may, in its sole discretion, grant an extension of time for the completion to such date as may seem reasonable and proper. In case such extension is not granted, the right to proceed with the Work may be considered as forfeited as of the Contract Time, including all agreed upon adjustments, and the City, without violating the Contract, may proceed immediately to take over the Work, materials and equipment and make final settlement of costs incurred, except that it shall not be necessary to give Contractor written ten (10) days’ notice for such forfeiture. EXHIBIT C PROPOSAL The undersigned hereby certifies that an examination has been made of the scope and location of work and hereby proposes to furnish all necessary machinery, equipment, tools, labor and other means of construction and to furnish all materials specified in the manner and at the time prescribe; and understands that the quantities of work shown herein are approximate only and are subject to increase or decrease; and further understands all quantities of work, whether increased or decreased, are to be performed at the following unit prices. Landscape Maintenance (Area A) 34,619 ft2 $ 12,646.75 Landscape Maintenance (Area B) 7,198 ft2 $ 3,324.94 Total Base Quote (Area A and B) $ 15,471.69 Landscape Maintenance (Area C) 10,131 ft2 $ 4,489.39 Total Base Quote and Alternate (Area A, B, and C) $ 20,461.08 Mulch Installation $ 99.00/ yd3 Golden Valley City Council Meeting April 5, 2022 Agenda Item 3. D. 6. Approve Purchase of Gate Valves and Parts Prepared By Tim Kieffer, Public Works Director Joe Hansen, Utility Maintenance Superintendent Summary The City Council approved the Glenwood Avenue Watermain Rehabilitation Project on December 21, 2021. During the design phase for the project, staff decided to purchase the gate valves and parts for the project. Ordering the supplies now will help reduce possible supply chain issues and overall cost of the project by eliminating sales tax. Staff received two quotes for the gate valves and three for the parts. The results are listed below: Vendors (Gate Valves) Amount Boys Water Products $37,616.62 Dakota Supply Group $39,634.79 Vendors (Gate Valve Parts) Amount Ferguson Waterworks Boys Water Products $28,415.35 $31,613.98 Dakota Supply Group $32,588.47 Financial Or Budget Considerations The 2022-2031 Water and Sanitary Sewer Capital Improvement Program includes $1,500,000 in 2022 for the Glenwood Avenue Watermain Rehabilitation (W&SS-109). Recommended Action Motion to approve purchase of gate valves from Boys Water Products in the amount of $37,616.62. Motion to approve purchase of gate valve parts from Ferguson Waterworks in the amount of $28,415.35. City Council Regular Meeting Executive Summary City of Golden Valley April 5, 2022 2 Supporting Documents • Boys Water Products Quotes (2 pages) • Ferguson Waterworks Quote (1 page) • Dakota Supply Group Quotes (3 pages) "Your Project is Our Project" 34876 US Highway 169, Le Sueur, MN 56058 1109 Stagecoach Road, Shakopee, MN 55379 Phone: 507-665-5119 www.boyswaterproducts.com Certified DBE in MN, ND, SD; TGB; CERT SBE and WBE Job Name: Glenwood Project Estimate Quote #: Q-5243 Date: 3/23/2022 FOB: Freight Allowed Location: Golden Valley, MN 55427 Engineer: Plan Room: mjefferson@goldenvalleymn.gov 763-593-8038 Bid Date & Time: Quoted by: James 612-239-7804 Item# (ly· ., Descriotion Rate Total 13EA 6" MJ R/S Gate Valve OL w/2" BRONZE Nut-AVK $736.60 $9,575.80 20EA 8" MJ R/S Gate Valve OL w/2" BRONZE Nut-AVK $1,094.08 $21,881.60 2EA 8'0" Bury 16" B/O 6" MJ PHH 4-1/2" MPLS/N5T 304 55 Lower Stem #5 OP Nut w/Chain-Yellow $3,079.61 $6,159.22 DISCOUNT $0.00 TOTAL $37,616.62 Quotations on named goods only. FOB Boys Water Products unless otherwise noted. Acceptance of this quotation is acceptance of company Terms and Conditions. Prices do not local, state, or federal taxes. All quantities to be verified before shipment. All pipe is sold in full lengths only and all fabric is sold in full rolls only. Quote to be accepted within 30 days to hold pricing. Prices to be held on estimated quantities only. Any additions are subject to price increases. CITY OF GOLDEN VALLEY: APRIL 5, 2022 By: _________________________________ Shepard M. Harris, Mayor By: _________________________________ Timothy J. Cruikshank, City Manager "Your Project is Our Project" 34876 US Highway 169, Le Sueur, MN 56058 1109 Stagecoach Road, Shakopee, MN 55379 Phone: 507-665-5119 www.boyswaterproducts.com Certified DBE in MN, ND, SD; 0TGB; CERT SBE and WBE Job Name: Glenwood Project-Ace Engineer: Plan Room: Item# .. • .. <l.Pi 'C>esctiP'tr<>n BEA 6" MJ DI L/P Sleeve FBE USA (40#) 20EA 8" Ml DI L/P Sleeve FBE USA (55#) 54EA 6" Ml Restrained Gland DI-USA 54EA 6" Ml Plain Rubber Gasket 324 EA 3/4"x3-1/2" MJ Bolt/Nut Cor-B lue 80 EA 8" MJ Restrained Gland DI-USA 80EA 8" MJ Plain Rubber Gasket 480EA 3/4"x4" MJ Bolt/Nut Cor-Blue 33 EA TU Type G Valve Box-USA Location: Estimate Quote #: Q-5244 Date: 3/23/2022 FOB: Freight Allowed Bid Date & Time: Quoted by: James 612-239-7804 R;1JJe '1'9t�I $180.80 $2,350.40 $217.92 $4,358.40 $35.78 $1,932.12 $6.40 $345.60 $5.09 $1,649.16 $54.61 $4,368.80 $6.93 $554.40 $5.57 $2,673.60 $405.50 $13,381.50 DISCOUNT $0.00 TOTAL $31,613.98 Quotations on named goods only. FOB Boys Water Products unless otherwise noted. Acceptance of this quotation is acceptance of company Terms and Conditions. Prices do not local, state, or federal taxes. All quantities to be verified before shipment. All pipe is sold in full lengths only and all fabric is sold in full rolls only. Quote to be accepted within 30 days to hold pricing. Prices to be held on estimated quantities only. Any additions are subject to price increases. ff FERGUSON. WATERWORKS FERGUSON WATERWORKS #2518 1694 91ST AVE NE BLAINE, MN 55449-4311 Phone: 763-560-5200 Fax: 763-560-1799 09:17:05 MAR 30 2022 Page 1 of 1 FERGUSON WATERWORKS #2518 Phone: 763-560-5200 Fax: 763-560-1799 Bid No: 8146517 Cust Phone: 763-593-8020 Bid Date: 03/29/22 Quoted By: BAS Customer: CITY OF GOLDEN VALLEY 7800 GOLDEN VALLEY RD GOLDEN VALLEY, MN 55427 Terms: Ship To: NET 10TH PROX CITY OF GOLDEN VALLEY 7800GOLDEN VALLEY RD GOLDEN VALLEY, MN 55427 CustPO#: Job Name: GLENWOOD PROJECT Item Description Quantity Net Price UM Total DMJELSSLAX12 DOM 8X12 MJ C153 LONG SLV SLD EPOX 20 218.160 EA 4363.20 E110800 8 MEGALUG F/ DI 80 53.560 EA 4284.80 MJGAX 8 MJ GSKT 80 3.340 EA 267.20 DMJELSSLAU12 DOM 6X12 MJ C153 LONG SLV SLD EPOX 13 168.420 EA 2189.46 E110600 6 MEGALUG F/ DI 54 35.100 EA 1895.40 MJGAU 6 MJ GSKT 54 2.940 EA 158.76 PSMJBTHBNFN 3/4X3-1/2 MJ BLUET-HEAD B&N 324 3.100 EA 1004.40 PSMJBTHBNFP 3/4X4 MJ BLUET-HEAD B&N 480 3.250 EA 1560.00 SP-TDOMVB DOM TYLER 3 PC G VALVE BOX 33 384.610 EA 12692.13 Net Total: $28415.35 Tax: $0.00 Freight: $0.00 Total: $28415.35 Quoted prices are based upon receipt of the total quantity for immediate shipment (48 hours). SHIPMENTS BEYOND 48 HOURS SHALL BE AT THE PRICE IN EFFECT AT TIME OF SHIPMENT UNLESS NOTED OTHERWISE. QUOTES FOR PRODUCTS SHIPPED FOR RESALE ARE NOT FIRM UNLESS NOTED OTHERWISE. CONTACT YOUR SALES REPRESENTATIVE IMMEDIATELY FOR ASSISTANCE WITH DBE/MBE/WBE/SMALL BUSINESS REQUIREMENTS. Seller not responsible for delays, lack of product or increase of pricing due to causes beyond our control, and/or based upon Local, State and Federal laws governing type of products that can be sold or put into commerce. This Quote is offered contingent upon the Buyer's acceptance of Seller's terms and conditions, which are incorporated by reference and found either following this document, or on the web at https://www.ferguson.com/content/website-info/terms-of-sale Govt Buyers: All items are open market unless noted otherwise. LEAD LAW WARNING: It is illegal to install products that are not "lead free" in accordance with US Federal or other applicable law in potable water systems anticipated for human consumption. Products with *NP in the description are NOT lead free and can only be installed in non-potable applications. Buy_er is solely re§llonsible for Rroduct selectio.n. COVID-19 ORDER: ANY REFERENCE TO OR INCORPORATION OF EXECUTIVE ORDER 14042 AND/OR THE EC-IMPLEMENTING FEDERAL CLAUSES (FAR 52.223-99 AND/OR DFARS 252.223-7999) IS EXPRESSLY REJECTED BY SELLER AND SHALL NOT APPLY AS SELLER IS A MATERIALS SUPPLIER AND THEREFORE EXEMPT UNDER THE EXECUTIVE ORDER. CITY OF GOLDEN VALLEY: APRIL 5, 2022 By: _________________________________ Shepard M. Harris, Mayor By: _________________________________ Timothy J. Cruikshank, City Manager Deliver To: IFrom: Michael P Fries !Comments: Golden Valley City Council Meeting April 5, 2022 Agenda Item 3. E. Approve Purchase Agreement for 7901 23rd Avenue North Golden Valley. Prepared By R.J. Kakach, PE, Assistant City Engineer Jeff Oliver, PE, City Engineer Summary As part of the City’s Municipal Separate Storm Sewer System (MS4) permit with the Minnesota Pollution Control Agency (MPCA), the City must meet certain stormwater regulations for linear projects and fully reconstructed impervious surfaces. The City has always been required under the MS4 permit to manage stormwater and reduce runoff, however, the regulations around linear projects and reconstructed impervious are new requirements that were recently adopted. The old requirements were aimed at new impervious only, not fully reconstructed impervious. This new MS4 requirement has staff looking for creative solutions to treat stormwater runoff on Pavement Management Program (PMP) projects. The 2022 PMP was already designed when the new MS4 requirements were adopted, so the first project that will implement the new requirements is the 2023 PMP. Staff identified two vacant lots on the 2023 PMP project area as potential stormwater treatment facilities. Both lots are located on the corner of Winnetka Avenue and 23rd Avenue. As part of the design for the 2023 PMP, it was determined that using the south lot only for water quality improvements would meet the new MS4 requirements for the project. Acquisitions of the 7901 23rd Avenue property will provide stormwater quality benefits downstream of the 2023 PMP project area including DeCola Ponds, the Pennsylvania Woods Nature Area, and Bassett Creek. Although the design for the water quality basin is still in concept form, the idea is to include an open basin with pollinator habitat consistent with the City’s Natural Resources Management Plan. Both lots had appraisals ordered, and for the south lot (7901 23rd), staff had information on the existing soils and floodplain in and around the lot, which is how a fair asking price for the property was determined. The purchase price for the lot is $89,500, which was determined by taking the appraisal price and subtracting costs associated with bringing the lot up to a buildable condition. These costs include flood mitigation, soil corrections, and foundation pilings. Financial Or Budget Considerations Funding for the purchase of the property will come from the $1,250,000 included in the Storm Sewer 2022 CIP (SS-01). City Council Regular Meeting Executive Summary City of Golden Valley April 5, 2022 2 Recommended Action Motion to approve the Purchase Agreement for 7901 23rd Avenue North, Golden Valley in the form approved by the City Attorney and authorize the City Manager to execute the necessary documents to close on the purchase of the property. Supporting Documents • Location Map • Purchase Agreement 2300 2300 7925 7901 7853 2209 7940 7920 2205 23rd Ave N23rd Ave N Winnetka Ave NWinnetka Ave NI 0 50 10025Feet 7901 23rd Ave N Print Date: 3/31/2022Sources:-Hennepin County Surveyors Office for Property Lines (2022) & Aerial Photography (2020).-City of Golden Valley for all other layers.I-169Hwy 100Hwy 55 I-394 1 PURCHASE AGREEMENT BEFORE YOU SIGN THIS CONTRACT, YOU SHOULD CONSULT WITH A LAWYER TO DETERMINE THAT THIS CONTRACT ADEQUATELY PROTECTS YOUR LEGAL RIGHTS. THIS AGREEMENT is made and entered into as of this ____ day of __________, 2022 (“Effective Date”) by and between Dwayne G. Meier (“Seller”) and the City of Golden Valley, a Minnesota municipal corporation (hereinafter referred to as “Buyer”). RECITALS WHEREAS, Seller is the owner of the real property located at 7901 23rd Avenue North, Golden Valley, Minnesota, more particularly described on the attached Exhibit A (the “Real Property”), together with (i) all improvements and Fixtures constructed or located thereon, if any and (ii) all easements, rights and other interests benefiting or appurtenant thereto (the foregoing, including the Real Property, are collectively referred to herein as the “Property”). Except as may be expressly provided herein, the term Property does not include any personal property. For the purposes of this Purchase Agreement, "Fixtures" are items that are embedded in the Real Property or attached improvements on the Real Property and cannot be removed without damage to the Real Property. WHEREAS, Seller desires to sell the Property to Buyer and Buyer desires to purchase the Property in accordance with the terms and conditions as hereinafter set forth. NOW, THEREFORE, the parties do hereby agree as follows: 1. Purchase Price. The purchase price (“Purchase Price”) for the Property to be paid by Buyer to Seller shall be Eighty Seven Thousand Five Hundred and 00/100 Dollars ($89,500.00), in cash or cash equivalent, on the Date of Closing (defined below), subject to the terms and conditions set out herein. 2. Closing. The closing of this transaction (the “Closing”) shall take place at Buyer’s offices, or another mutually agreed upon location on a date selected by Buyer no more than ten (10) days following the satisfaction or waiver of all of the conditions set forth in Paragraphs 4, 5 and 6 hereof, or such other date, time and place as is mutually agreeable to the parties hereto (hereinafter referred to as “Date of Closing”). Each party shall pay its own costs of closing. 3. Representations and Warranties of Seller. Seller does hereby covenant, warrant and represent to Buyer and agree with Buyer as follows: A. Seller has good, marketable, title to the Property of record. B. The conveyance of the Property pursuant hereto will not violate any applicable statute, ordinance, governmental restriction or regulation, or any private restriction or agreement. C. There is no litigation pending, or to the best knowledge of Seller, investigation, condemnation or proceeding of any kind threatened against the Seller which may have a material adverse effect upon the Property. D. There are no outstanding or unpaid claims, actions, or causes of action related to any transaction or obligation entered into or incurred by Seller with respect to the Property prior to the Effective Date. Seller has not used the Property for the storage or disposal of any 2 hazardous substance as defined in Minnesota Statutes 115B.02, subdivision 8 and Seller has no knowledge or belief that any other person has so used the Property. Seller knows of no hazardous substances or petroleum products having been placed, stored, or released from or on the Property by any person in violation of any law. F. Seller is not a “foreign person” (as defined in Section 1445(f)(3) of the Internal Revenue Code and regulations issued thereunder). G. Except as otherwise provided herein, there are no deferred real estate taxes, including “Green Acres” taxes under Minnesota Statute 273.11, payment of which is required upon Closing. H. Seller does not know of any “Wells” on the Real Property within the meaning of Minnesota Statutes 103I. I. There are no public improvements (water, sewer, sidewalk, street, alley, curbing, etc.) affecting the Real Property which are in progress and for which assessments may be levied after Closing, and Seller has no knowledge of any planned improvements which may result in assessments against the Property. J. Seller has not entered into any other contracts, agreements or understandings, whether oral or written, for the sale of all or any portion of the Property, and there are no existing rights of first refusal or options to purchase all or any portion of the Property, or any other rights that might prevent the consummation of this Agreement. K. There are no: (i) contracts, leases, private restrictions or agreements with any public authority that will affect the uses that may be made of the Property, except for building and zoning codes; (ii) agreements to subject architectural plans to an association or other group; (iii) provisions requiring improvements; (iv) provisions requiring the joining of others in group actions; or (v) restrictions imposed on the Property due to its historical significance. L. Seller has not received any notice of any pending condemnation, eminent domain or other similar action, suit or proceeding that would affect the Property, and to the best of Seller’s knowledge, after due inquiry, there are no such proceedings pending or threatened against the Property. M. To the best of Seller’s knowledge after due inquiry, no above ground or underground tanks or individual sewage treatment system on, located under, or serving in or about the Real Property, nor have any been located under, in or about the Real Property which have been removed or filled. N. To the best of Seller’s knowledge after due inquiry, the improvements on the Real Estate, if any, are entirely within the boundary lines of the Real Estate. O. Seller has not received any notice regarding diseased trees affecting the Property. P. To Seller’s knowledge, no Methamphetamine production has occurred on the Property. Q. Seller shall enter into an agreement with Buyer regarding release, payment and assignment of relocation benefits under Minn. Stat. 117.187 on or prior to Closing Date in the form attached hereto as Exhibit C. 3 Seller hereby agrees that the truthfulness of each of said representations and warranties and all other representations and warranties herein made in a condition precedent to the performance by Buyer of Buyer’s obligations hereunder; and that the said representations and warranties shall be true as of the Effective Date and on the Date of Closing. Upon the breach of any thereof, Buyer, prior to the Date of Closing, may declare this Agreement to be null and void, or Buyer may elect to close this sale. If Buyer elects to declare this Agreement null and void, neither party shall have any rights or obligations hereunder. Seller shall indemnify Buyer, its successors and assigns, against, and shall hold Buyer, its successors and assigns, harmless from, any costs, expenses or damages of any kind or nature, including reasonable attorneys’ fees, which Buyer may incur because of any breach, or claim of breach, of any of the representations and warranties herein contained, whether prior to or after the Date of Closing. While Buyer will advise Seller at Closing of any breach within Buyer’s actual knowledge, consummation of this Agreement by Buyer with knowledge of any such Breach shall not be deemed a waiver or release by Buyer of any claims hereunder due to such breach. All warranties, representations and indemnifications herein contained shall survive Closing for the benefit of Buyer. 4. Title. Buyer shall, at Buyer’s sole expense and within a reasonable time after the Effective Date, examine the title of the Property. Within forty-five (45) days after the Effective Date, Buyer shall make any title objections (“Objections”), which Objections shall be made in writing to Seller. Buyer shall be deemed to have automatically made Objections to any mortgage, judgment, tax lien, mechanic’s lien and any other monetary lien against the Property (collectively, “Monetary Liens”). Any other matter disclosed by the Buyer’s examination and not timely objected to by Buyer shall be a “Permitted Encumbrance” hereunder. Seller will have thirty (30) days after receipt of the Objections (the “Cure Period”) to cure the Objections, during which the Closing will be postponed as necessary; provided, however, that Seller shall pay Monetary Liens out of proceeds from Closing on the Closing Date if they are not satisfied prior thereto. If the Cure Period expires prior to the Closing Date, Buyer shall have the right to extend the Cure Period to the Closing Date. Seller shall use reasonable efforts to correct any Objections, and Buyer may waive any Objections not cured prior to Closing. If Seller shall fail to have such Buyer’s Objections removed or satisfied in accordance with the terms hereof, Buyer may, at its sole election: i. terminate this Agreement without any liability on its part; ii. if the objections are liens that may be removed by the payment of sums of money, discharge any such liens and take title to the Property pursuant to the terms of this Agreement, and deduct the same from the cash due and payable to Seller on the Closing Date; iii. delay the Closing until the objections are removed or satisfied; or iv. waive the objections and close this transaction. 5. Buyer’s Investigation. It is expressly understood by Seller that, during the term of this Agreement, Buyer intends to undertake preliminary investigation of the Property. The parties hereto covenant and agree relative thereto as follows: A. From and after the date hereof, Buyer, and its representatives, shall have the right to enter upon the Property for the purpose of surveying, conduct soil tests thereon, and making such other physical inspection thereof as Buyer deems necessary or appropriate; provided, however, that in the course of such activities, Buyer shall make no permanent visible 4 improvements to the Property prior to the Date of Closing. In the event Buyer fails to close its acquisition of the Property, copies of the foregoing shall be made available to Seller at no cost. B. Buyer shall not suffer or permit any mechanics’ liens to attach to or be filed against or upon the Property or any part thereof; as a result of Buyer’s activities or investigations at the Property; provided, however, that Buyer shall have the right to contest the validity or amount of any such liens, if Buyer shall give reasonable security (not to exceed one and one-half times the amount of each lien) as may be demanded by Seller to insure payment thereof and to prevent forfeiture of the Property by reason of such nonpayment. Upon final determination of such lien or liens, Buyer shall pay any judgment rendered from the security provided, and any additional funds as needed. C. Minnesota Statutes, Sections 513.52 to 513.60, regarding the Property, are not applicable. 6. Conditions Precedent to Closing by Buyer. All obligations of Buyer under this Agreement are subject to the following contingencies, each of which must be, in Buyer’s sole discretion, satisfied on or before sixty (60) days after the Effective Date (the “Contingency Date”). Only Buyer may waive any of the following contingencies. A. All of the representations and warranties by Seller contained in paragraph 3 hereof shall be true and correct as of the Date of Closing. B. Seller shall have fully complied with and performed the conditions and agreements on its part required by the terms hereof. C. Buyer shall have obtained all requisite consents or approvals required by any applicable statute, ordinance, governmental restriction or regulation, or private restriction or agreement applicable to the Property or the purchase thereof, in manner satisfactory to Buyer. E. Buyer shall have the right to inspect the Property, and Buyer shall be satisfied, in its sole discretion, with these inspections and matters or conditions disclosed thereby. G. Buyer shall have determined that all title and survey matters with respect to the Property are acceptable to Buyer. If any of the foregoing contingencies are not satisfied by the Contingency Date, Buyer shall have the right to terminate this Agreement. Buyer shall also have the right to unilaterally waive any condition herein set forth and proceed to close. In the event Buyer desires to terminate this Agreement by reason of the failure of any one or more of the conditions above set forth, it shall do so by serving written notice to Seller, and this Agreement shall thereafter be null and void. 7. Real Estate Taxes, Special Assessments and Prorations. On the Date of Closing, the following prorations shall be made: A. The real estate taxes and special assessments due and payable in all years prior to the year of Closing shall be paid in full by Seller. B. Seller shall be responsible for payment of the real estate taxes equal to an amount that is the fraction of the real estate taxes the numerator which is the number of days from January 5 1, 2018, to the Date of Closing and the denominator of which is the number of days in the full year. For purposes of this paragraph, the phrase “real estate taxes due and payable” in a given year includes any installments of special assessments due and payable in that year C. Seller shall pay all state deed tax payable as a result of this transaction. D. Seller shall pay any outstanding utility bills that affect the Property. E. Seller will pay the cost of recording all documents necessary to place record title for the Property in the condition required by Seller under this Agreement. 8. Obligations of Seller at Closing. At Closing, Seller shall do the following: A. Deliver to Buyer a warranty deed (“Warranty Deed”) duly executed and acknowledged by Seller, in recordable form, conveying to Buyer good and marketable title to the Property free and clear of all liens, encumbrances, covenants, conditions, restrictions, rights-of-way, easements and any other matters affecting title except for such matters as have been waived by Buyer in writing as Permitted Encumbrances. B. Deliver to Buyer its Affidavit, duly executed and acknowledged by Seller, in customary form, relative to judgments, federal tax liens, mechanic’s liens and outstanding interests in the Property. C. Pay or cause the payment of any other sum required to be paid by Seller pursuant to this Agreement. D. Deliver to Buyer a certificate, in form and substance satisfactory to the parties hereto and their counsel, properly executed by Seller containing such information as shall be required by the Internal Revenue Code, and the regulations issued thereunder, in order to establish that Seller is not a “foreign person” (as defined in Section 1445(f)(3) of such Code and such regulations). E. Execute and deliver a Well Disclosure Statement, properly executed and in recordable form, disclosing any wells existing on the Property or, if no wells, a statement to that effect on the Personal Representative’s Deed. F. Subject to the rights of the Seller to rent back the Property under the Rent Back Agreement, remove all personal property from the Property and all debris from the Property. G. Execute and deliver such additional documents as are reasonably necessary to consummate the transactions contemplated by this Agreement. H. Deliver to Buyer a certificate a Designation Agreement designating the “reporting person” for purposes of completing Internal Revenue Form 1099 and, if applicable, Internal Revenue Form 8594. I. If the Real Property contains or contained a storage tank, an affidavit with respect thereto, as required by Minnesota Statute 116.48. J. Pay all utilities due as of the Date of Closing and provide evidence thereof that may be requested by Buyer. 6 K. All other documents reasonably determined by Buyer to be necessary to transfer the Real Property to Buyer free and clear of all encumbrances. 9. Obligations of Buyer at Closing. Subject to the full, complete and timely performance by Seller of its obligations hereof, Buyer shall do the following: A. Deliver to Seller the Purchase Price in the manner set forth in Paragraph 1 hereof. B. Pay or cause the payment of: i. any sum required to be paid by Buyer pursuant to this Agreement; and iii. filing fee to record the Warranty Deed. 10. Buyer’s Inspection. The Buyer may inspect the Property prior to closing, upon 24 hour notice to Seller to determine that the condition of the Property is as warranted. In the event the Property is not as warranted this agreement shall become null and void, at the Buyer’s option, and all monies paid hereunder shall be refunded to Buyer. 11. Remedies. A. In the event Seller shall fail to consummate the sale of the Property for any reason except the default of Buyer, Buyer may terminate this Agreement and may enforce specific performance of this Agreement, as permitted by law, within six (6) months from the time such cause of action arose. B. In the event Buyer shall fail to consummate the purchase of the Property for any reason except for the default of Seller or the failure of a condition precedent, Seller may, as its sole remedy, terminate this contract as provided in Minnesota Statue 559.21. 12. Notices. All notices to be given by either party to the other hereunder shall be in writing, addressed as follows and deemed to have been given (a) if delivered by hand, upon personal delivery, (b) if delivered by overnight courier service, one (1) business day after delivery to such courier service, and (c) if delivered by mail, three (3) business days after deposit in the mail: If to Buyer: City of Golden Valley Attn: Jeff Oliver 7800 Golden Valley Road Golden Valley, MN 55427 mnevinski@goldenvalleymn.gov Copy to: Maria Cisneros, City Attorney 7800 Golden Valley Road Golden Valley, MN 55427 mcisneros@goldenvalleymn.gov If to Seller: Dwayne G. Meier 517 West River Parkway Champlin, MN 55316 13. Miscellaneous. A. This Agreement shall inure to the benefit of, and be binding upon, the heirs, administrators, successors and assigns of the parties hereto. 7 B. This Agreement shall not be construed more strictly against one party than against the other, merely by virtue of the fact that it may have been drafted or prepared by counsel for one of the parties, it being recognized that both Buyer and Seller have contributed substantially and materially to the preparation of this Agreement. C. The parties agree to mutually execute and deliver to each other, at Closing, such other and further documents as may be reasonably required by counsel for the parties or any title insurer, to carry into effect the purposes and intents of this Agreement. D. The parties hereto do hereby acknowledge that time is of the essence of each and every term and condition of this Agreement. E. All of the covenants, representations and warranties of this Agreement, or in any schedule, exhibit, certificate, or document delivered in connection with this Agreement will survive and be enforceable after the Closing. F. This Agreement may be executed in any number of counterparts and each such counterpart shall be deemed to be an original instrument, but all such counterparts together shall constitute but one Agreement. G. If any provision of this Agreement in invalid or unenforceable, such provision shall be deemed to be modified to be within the limits of enforceability or validity, if feasible; however, if the offending provision cannot be so modified, it shall be stricken and all other provisions of this Agreement in all other respects shall remain valid and enforceable. H. The Recitals contained in this Agreement are hereby incorporated as material representations and terms of this Agreement 14. Condemnation. If, prior to Date of Closing, any governmental entity commences any eminent domain proceedings (“Proceedings”) against all or any part of the Property, Seller shall immediately give notice to Buyer of such fact, and at Buyer’s option (to be exercised by notice to Seller within thirty (30) days after Seller’s notice), this Agreement shall terminate. Upon such termination, neither Seller nor Buyer shall have any further rights or obligations under this Agreement. If Buyer does not give such notice, then there shall be no reduction in the purchase price, and Seller shall assign to Buyer at the Closing all of Seller’s right, title, and interest in and to any award made or to be made in the Proceedings. Prior to the Date of Closing, Seller shall not designate counsel, appear in, or otherwise act with respect to the Proceedings without Buyer’s prior written consent. 15. Executory Period. During the period from the date hereof through the Date of Closing (the “Executory Period”), Seller shall keep and maintain the Property in a reasonable safe condition. Seller shall not alter or damage any part of the Property. Seller shall bear the risk of loss or damage to the Property through the Executory Period. However, during the Executory Period, Seller shall not execute or amend any contracts, leases, or other agreements regarding the Property that are not terminated prior to the Closing Date, nor perform any act that would impair or encumber the title to the Property, without the prior written consent of Buyer. 16. Possession. Subject to the rights of the Seller to rent back the Property under the Rent Back Agreement, Seller agrees to deliver possession of the Property no later than the Date of Closing provided all conditions of this agreement have been complied with. 8 17. City Council Approval. Notwithstanding anything to the contrary herein, the Buyer’s purchase of the Property contemplated herein is subject to the approval of the City of Golden Valley City Counsel. [Signatures begin on next page] 9 IN WITNESS WHEREOF, the parties have caused this Agreement to be executed as of the day and year first above written. Seller: ______________________________________ Dwayne G. Meier Buyer: Buyer does hereby agree to purchase the Property for the price and upon the terms set forth above, and subject to all conditions herein expressed, and subject to the approval of the Golden Valley City Council. City of Golden Valley, a Minnesota municipal corporation By: Timothy J. Cruikshank, City Manager EXHIBIT A Legal Description for Property The Property located at 7901 23rd Avenue North, Golden Valley in the County of Hennepin, State of Minnesota with the County Tax PID No. 3011821140042, and legally described as follows: Lot 1, Block 1, E.A. Anderson’s Addition, Hennepin County, Minnesota. Golden Valley City Council Meeting April 5, 2022 Agenda Item 3. F. Approve Resolution No 22-028 To Elect the Standard Allowance Available Under the Revenue Loss Provision for American Rescue Plan Act (ARPA) Funds Prepared By Sue Virnig, Finance Director Summary In 2021, when the City of Golden Valley received the first half of the ARPA funds it was acting upon the Interim Final Rule describing eligible and ineligible uses of funds as well as other program provisions. The final rule was issued on January 6, 2022, that delivered broader flexibility and used a standard allowance for revenue loss of up to 10 million. The City of Golden Valley has selected this standard allowance for government services. The second half of those funds will be received by July 2022. Attachment A is the current plan for the use of those funds. The code is the expenditure description for the US Treasury. The first report to the US Treasury is due April 30, 2022. Financial Or Budget Considerations ARPA Funds may be used by the Treasury Guidance criteria set by the Federal Government. The total funds received from APRA is $2,391,751.06. All projects outlined follow the guidelines from the US Treasury. Recommended Action Motion to approve Resolution No. 22-028 To Elect the Standard Allowance Available Under the Revenue Loss Provision for American Rescue Plan Act (ARPA) Funds Supporting Documents •Attachment A (1 page) •Resolution No. 22-028 To Elect the Standard Allowance Available Under the Revenue Loss Provision for American Rescue Plan Act (ARPA) Funds (2 pages) Golden Valley, MN Non Entitlement City (NEU) -under 50,000 in population ARPA Funds Received 7/27/2021 $1,157,955.67 11/23/2021 37,919.86 Redistribution of Unrequested Funds $1,195,875.53 Total First half ARPA funds July, 2022 $1,157,955.67 July, 2022 37,919.86 Redistribution of Unrequested Funds $1,195,875.53 Total Second half ARPA funds Total $2,391,751.06 ID # Funds spent to date: 15,000.00 Discover St Louis Park to facilitate tourism to GV 2021 EC2.11 5,000.00 GV Historical Society -Tourism to GV 2021 EC2.11 207,955.00 Brookview Facility-pay salaries, technology, capital items 2021 6.1 50,000.00 PRISM (rent, food and social worker assistance)2022 6.1 142,906.00 DMV-pay salaries, technology,capital items 2022 6.1 149,090.00 Brookview Facility-pay salaries, technology, capital items 2022 6.1 70,000.00 Public Safety Technology Improvements 2022 6.1 Other Projects: 770,000.00 Sewer Lift Station (Infrastructure Improvement)6.1 120,000.00 Embedded Social Worker from Hennepin County ( 2 years)1.1 61,800.00 Community Connections and Outreach Specialist 3.14 750,000.00 Zane - Lindsay Water Infrastructure Improvements 6.1 50,000.00 PRISM (rent, food and social worker assistance)-second year 6.1 2,391,751.00 ATTACHMENT A RESOLUTION NO. 22-028 RESOLUTION TO ELECT THE STANDARD ALLOWANCE AVAILABLE UNDER THE REVENUE LOSS PROVISION OF THE CORONAVIRUS LOCAL FISCAL RECOVERY FUND ESTABLISHED UNDER THE AMERICAN RESCUE PLAN ACT WHEREAS, Congress adopted the American Rescue Plan Act in March 2021 (“ARPA”) which included $65 billion in recovery funds for cities across the country. WHEREAS, ARPA funds are intended to provide support to state, local, and tribal governments in responding to the impact of COVID-19 and in their efforts to contain COVID-19 in their communities, residents, and businesses. WHEREAS, The Fiscal Recovery Funds provides for $19.53 billion in payments to be made to States and territories which will distribute the funds to non-entitlement units of local government (NEUs). WHEREAS, The ARPA requires that States and territories allocate funding to NEUs in an amount that bears the same proportion as the population of the NEU bears to the total population of all NEUs in the State or territory. WHEREAS, $2,391,751.06 has been allocated to the City of Golden Valley (“City”) pursuant to the ARPA. WHEREAS, The Coronavirus State and Local Fiscal Recovery Funds ensures that governments have the resources needed to fight the pandemic and support families and businesses struggling with its public health and economic impacts, maintain vital public services, even amid declines in revenue, and build a strong, resilient, and equitable recovery by making investments that support long-term growth and opportunity. WHEREAS, In May 2021, the US Department of Treasury (“Treasury”) published the Interim Final Rule describing eligible and ineligible uses of funds as well as other program provisions, sought feedback from the public on these program rules, and began to distribute funds. WHEREAS, on January 6, 2022, Treasury issued the final rule. The final rule delivers broader flexibility and greater simplicity in the program, responsive to feedback in the comment process. WHEREAS, the final rule offers a standard allowance for revenue loss of up to $10 million, allowing recipients to select between a standard amount of revenue loss or complete a full revenue loss calculation. WHEREAS, recipients that select the standard allowance may use that amount, in many cases their full award, for government services, with streamlined reporting requirements. WHEREAS, the following Resolutions were approved using the Standard Allowance Available Under the Revenue Loss Provision; Resolution No. 21-40 Accepting the Coronavirus Local Fiscal Recovery Fund Established Under the American Rescue Plan Act Resolution No. 21-104 Accepting the Redistribution of Unrequested Coronavirus Local Fiscal Recovery Fund Established Under the American rescue Plan Act (ARPA) Resolution No. 21-105 Allocating American Rescue Plan Act (ARPA) Monies for Those That Help Tourism Resolution No. 21-106 Allocating Rescue Plan Act (ARPA) Funds For Brookview Facility Resolution No. 22-001 Allocating ARPA Funds to HRA to Implement A Rent and Household Assistance Program Resolution No. 22-002 Allocating ARPA Funds to HRA to Implement A Housing Navigating Services Program Resolution No. 22-024 Allocating American Rescue Plan Act (ARPA) Funds for Brookview Facility, Department of Motor Vehicles (DMV) and General Fund For Public Safety Technology NOW THEREFORE, BE IT RESOLVED, by the City Council of the City of Golden Valley, Minnesota, the City elects the standard allowance available under the revenue loss provision of the American Rescue Plan Act in the amount of $2,391,751.06 to be used for the general provision of government services and in accordance with the spending plan outlined as attached in Exhibit A. Adopted by the City Council of Golden Valley, Minnesota this 5th day of April 5, 2022. __________________________________ Shepard M. Harris, Mayor ATTEST: _______________________ Theresa Schyma, City Clerk Golden Valley City Council Meeting April 5, 2022 Agenda Item 4. A. 1. Public Hearing to Vacate Sanitary Sewer Easement through Northwest Corner of Golden Valley County Club Property. Prepared By Jeff Oliver, City Engineer R.J. Kakach, Assistant City Engineer Summary As part of the Golden Valley Country Club Greenway Villas Development Project, a new plat is to be recorded in the northwest corner of the Golden Valley Country Club (GVCC) property. In reviewing the existing title work, staff discovered an existing sanitary sewer easement that does not align with the actual sanitary sewer pipe it is intended to cover. The GVCC and Greenway Villas developer agreed to align the easement over the actual pipe as part of the Greenway Villas project. The existing easement will be vacated and a new easement will be dedicated through the GVCC property. A notice of public hearing regarding the proposed easement vacation was published and posted and letters were sent to the affected property owners. Staff sent a letter to all private utility companies requesting their review and comment, and there have been no objections to this easement vacation. Since the easements are not adjacent to a public water, notice to the Commissioner of Natural Resources is not required. In accordance with state statutes, a four-fifths majority vote in favor of the resolution is required to approve this easement vacation. Attachments • Easement Vacation Exhibit (1 page) • Resolution #22-029 Dedicating New Sanitary Sewer Easement through Northwest Corner of Golden Valley County Club Property (1 page) • Resolution #22-030 Vacating Sanitary Sewer Easement through Northwest Corner of Golden Valley County Club Property (1 page) • New Sanitary Sewer Easement Agreement (9 pages) Recommended Action • Motion to adopt Resolution #22-029 Dedicating New Sanitary Sewer Easement through Northwest Corner of Golden Valley County Club Property • Motion to adopt Resolution #22-030 Vacating Sanitary Sewer Easement through Northwest Corner of Golden Valley County Club Property. RESOLUTION NO. 22-029 RESOLUTION DEDICATING SANITARY SEWER EASEMENT THROUGH NORTHWEST CORNER OF GOLDEN VALLEY COUNTRY CLUB PROPERTY WHEREAS, The Golden Valley Country Club Greenway Villas development project will require a new plat to be recorded in the northwest corner of the Golden Valley Country Club (GVCC) Property; and WHEREAS, the existing sanitary sewer easement in this area does not align with the pipe it is intended to cover; and WHEREAS, the Greenway Villas developer and GVCC have agreed to vacate the existing sanitary sewer easement and record a new accurate easement over the pipe; and WHEREAS, a public hearing to consider the vacation of such easement was held on April 5, 2022 before the City Council in the City Hall located at 7800 Golden Valley Road, Golden Valley, MN at 6:30 p.m. after due published and posted notice had been given, as well as personal mailed notice to all affected property owners by the City Clerk on the February 4, 2022 and all interested and affected persons were given an opportunity to voice their concerns and be heard. NOW THEREFORE, BE IT RESOLVED, by the City Council of the City of Golden Valley that: 1. The dedication is hereby granted and the easement described as follows is hereby dedicated: A 10.00 foot wide strip of land over part Lot 7 and Outlot B, Block 1, GREENWAY VILLAS PUD NUMBER 126, according to the recorded plat thereof, and part of the Northeast Quarter of the Northwest Quarter of Section 32, Township 118, Range 21, Hennepin County, Minnesota, the center line thereof being described as follows: Commencing at the northeast corner of the plat of GREENWAY VILLAS PUD NUMBER 126, according to the recorded plat thereof; thence South 89 degrees 00 minutes 09 seconds East, along the south line of the north 33 feet of said Northeast Quarter of the Northwest Quarter a distance of 135.15 feet to the point of the beginning; thence South 40 degrees 28 minutes 43 seconds West a distance of 424.59 feet; thence South 35 degrees 52 minutes 42 seconds West a distance of 77.58 feet to a point on the southeast line on said plat; thence South 35 degrees 59 minutes 16 seconds West a distance of 183.40 feet to the west line of said Outlot B and there terminating. The side lines of said strip are to be prolonged or shortened to terminate on said south line of the north 33 feet and the west line of Outlot B. Adopted by the City Council of Golden Valley, Minnesota this 5th day of April, 2022. _____________________________ Shepard M. Harris, Mayor ATTEST: _____________________________ Theresa Schyma, City Clerk Resolution # 22-030 RESOLUTION VACATING SANITARY SEWER EASEMENT THROUGH NORTHWEST CORNER OF GOLDEN VALLEY COUNTRY CLUB PROPERTY WHEREAS, The Golden Valley Country Club Greenway Villas development project will require a new plat to be recorded in the northwest corner of the Golden Valley Country Club (GVCC) Property; WHEREAS, the existing sanitary sewer easement in this area does not align with the pipe it is intended to cover; WHEREAS, the Greenway Villas developer and GVCC have agreed to vacate the existing sanitary sewer easement and record a new accurate easement over the pipe; WHEREAS, a public hearing to consider the vacation of such easement was held on April 5, 2022 before the City Council in the City Hall located at 7800 Golden Valley Road, Golden Valley, MN at 6:30 p.m. after due published and posted notice had been given, as well as personal mailed notice to all affected property owners by the City Clerk on the February 4, 2022 and all interested and affected persons were given an opportunity to voice their concerns and be heard; and NOW THEREFORE, BE IT RESOLVED, by the City Council of the City of Golden Valley that: 1. The vacation is hereby granted, and the easement described as follows is hereby vacated: That part of the easement described in Document number 3043449 as filed in the Hennepin County, Minnesota Recorders Office which lies within the Northeast Quarter of the Northwest Quarter, Section 32, Township 118, Range 21, except the north 33.00 feet and west 33.00 feet thereof. Adopted by the City Council of Golden Valley, Minnesota this 5th day of April 2022. _____________________________ Shepard M. Harris, Mayor ATTEST: _____________________________ Theresa Schyma, City Clerk 1014154\310254970.v2 AGREEMENT CONCERNING EASEMENT FOR SANITARY SEWER THIS AGREEMENT CONCERNING EASEMENT FOR SANITARY SEWER (the “Agreement”) is made as of the ___ day of _____________, 2022, by and between Golden Valley Golf and Country Club, Inc., a Minnesota corporation (“GVCC”), and the City of Golden Valley, a Minnesota municipal corporation (the “City”). RECITALS: WHEREAS, GVCC is a fee owner of that certain real property located in Hennepin County, Minnesota, that is legally described on Exhibit “A” attached hereto (the “Club Property”); WHEREAS, the Club Property is subject to that certain easement for sanitary sewer purposes in favor of the City, as contained in that certain Quit Claim Deed dated November 23, 1956, recorded December 5, 1956, in the Office of the County Recorder in and for Hennepin County, Minnesota as Doc. No. 3043449 (the “Existing Sanitary Sewer Easement”); WHEREAS, in the exercise of its rights under the Existing Sanitary Sewer Easement, the City has installed and currently operates and maintains a sanitary sewer line upon the Club Property (the “Existing Sanitary Sewer Line”); WHEREAS, it has been determined that the Existing Sanitary Sewer Line was not installed entirely in the easement area designated in the Existing Sanitary Sewer Easement; and WHEREAS, the City desires to vacate the Existing Sanitary Sewer Easement and GVCC and the City desire to memorialize their agreement concerning their respective rights and obligations with respect to the Existing Sanitary Sewer Line. NOW, THEREFORE, for valuable consideration, the receipt of which is hereby acknowledged, the parties agree as follows: 1. Easement Grant. GVCC hereby grants and conveys unto the City a permanent non- exclusive easement for the operation, maintenance, repair and replacement of the Existing Sanitary Sewer Line over and across that portion of the Club Property that is described on Exhibit “B” and depicted on Exhibit “C” attached hereto (the “Easement Area”). In the event of any conflicts between Exhibits B and C, Exhibit B shall control to the extent of any such conflicts. The foregoing 2 easement granted herein includes the right of the City, and its employees, contractors, agents, successors and assigns, to enter the Easement Area at all reasonable times for the purpose of locating, constructing, reconstructing, operating, maintaining, inspecting, altering and repairing the Existing Sanitary Sewer Line. Notwithstanding the foregoing, the City shall restore the Easement Area including, without limitation, all landscaping thereon, to as near the original condition as reasonably possible and repair or restore any damage to the Club Property that is damaged by the City or its contractors in exercise of the rights of the City that are granted herein and the City’s entry upon and use of the easement granted hereby shall be subject to the following conditions and provisions: (i) except in the case of an emergency, such entry and use by the City shall be preceded by at least seven (7) days’ prior written notice to GVCC; (ii) such activities shall be coordinated with GVCC; and (iii) such activities shall not impair or unreasonably interfere with the conduct of the Permitted Activities. 2. Interference Prohibited. Except as otherwise permitted or provided herein in connection with the conduct of the Permitted Activities and unless the same is done in accordance with all applicable legal requirements: (i) GVCC, and GVCC’s successors or assigns, shall not construct or alter any permanent improvements on or within the Easement Area which will interfere with the use of the Easement Area for the above-described purposes or impair the easement rights granted in this Declaration; and (ii) GVCC shall not place, allow, cause or permit any obstructions or the construction of any improvements within the Easement Area without the prior written approval of the City. Except for claims or damages arising from a breach by the City of the terms and conditions of this Agreement, GVCC releases the City from any and all claims or damages resulting from the City’s construction and maintenance activities within the Easement Area. 3. Permitted Activities. Notwithstanding the foregoing or any contrary provision herein, the following activities (the “Permitted Activities”) shall be permitted within the Easement Area and the rights of the City hereunder shall at all times be subject to performance of the Permitted Activities: (a) The performance of every act reasonably necessary and incident to the playing of golf on the golf course or courses located on the Club Property and the doing of every act reasonably necessary and incident to such activities. (b) These acts shall include, but not be limited to, the flight of golf balls over and upon the Easement Area, the creation of the usual and common noise level associated with the playing of the game of golf, the driving and operation of machinery and equipment used in connection with maintaining the Club Property, together with all such other common and usual activities associated with the game of golf and with all the normal and usual activities associated with the use, enjoyment, maintenance and operation of the Club Property. 4. Retained Rights. GVCC reserves the right of ownership, use and occupancy of the Easement Area insofar as said ownership, use and occupancy does not impair the rights granted, and restrictions set forth, in this Agreement. 3 5. Maintenance, Repair or Replacement. Any necessary or desirable maintenance, repair or replacement performed by the City or its contractors in or upon the Easement Area with respect to the Existing Sanitary Sewer Line and in the performance of the restoration obligations set forth in Section 1 hereof shall be completed at the sole cost and expense of the City. 6. Effect of Easements and Covenants. The Easement Area shall be held, sold and conveyed subject to the easements, covenants, conditions and restrictions set forth herein, which shall run with title to the Easement Area, and which shall be binding on any and all parties having any right, title or interest in any part thereof or estate therein. Without limiting the generality of the foregoing sentence, all covenants of GVCC hereunder shall be deemed covenants that run with title to the Easement Area, and GVCC shall not be liable for the performance of any obligations hereunder that accrue or arise during any period in which GVCC no longer holds fee title to the Easement Area. 7. Grantor’s Warranties. GVCC warrants and represents, for the benefit of the City, that, as of the date hereof: (i) it is the sole fee owner of the Easement Area; (ii) it has all requisite power and authority to executive and deliver this Easement Area; and (iii) it is not required to obtain any consent or approval of any person or entity as a condition to it entering into this Agreement, or if any such required consent or approval is required, it has been obtained. 8. Severability. If any term of this Agreement or any application thereof is invalid or unenforceable, the remainder of this instrument and any other application of such term shall not be affected thereby. 9. Exhibits. All exhibits referred to herein and attached hereto shall be deemed part of this Agreement. 10. Applicable Law. This Agreement shall be construed and enforced in accordance with the laws of the State of Minnesota. 11. Duration/Amendment. The easements, covenants, restrictions and obligations established hereby shall be perpetual unless terminated or modified by an amendment. This Agreement may be amended only with the written approval of GVCC and the City or their respective successors or assigns. The amendment shall be reduced to writing and executed and delivered by the approving parties. 12. Easement Vacation. It is the intention of the parties that the City shall vacate and otherwise terminate the entirety of its rights under the Existing Sanitary Sewer Easement. In the absence of such vacation or termination, this Agreement shall be deemed to amend and restate the Existing Sanitary Sewer Easement in its entirety. 13. Miscellaneous. The subject headings of the sections of this Agreement are included for convenience only and shall not be used in the interpretation of this Agreement. This Agreement may be executed in one or more counterparts, each of which shall be deemed an original and together which shall constitute one and the same instrument. No provision of this Agreement shall be deemed waived or amended unless such waiver or amendment is in writing and complies with the provisions of Section 8 hereof. If any provision of this Agreement is, to any extent, declared by a court of competent jurisdiction to be invalid and unenforceable, the remainder of this 4 Agreement shall not be affected and each provision of this Agreement shall be valid and enforceable to the full extent permitted by law. IN WITNESS WHEREOF, this Agreement Concerning Easement for Sanitary Sewer has been executed and delivered as of the date set forth above. Golden Valley Golf and Country Club, Inc., a Minnesota corporation By: Name: Its: STATE OF MINNESOTA ) )ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me on this ____ day of _______________, 2022, by ___________________________, the ____________________ of Golden Valley Golf and Country Club, Inc., a Minnesota corporation, on behalf of the corporation. Notary Public [the balance of this page is intentionally left blank] 5 City of Golden Valley, a Minnesota municipal corporation By: Shepard M. Harris, Mayor By: Timothy J. Cruikshank, City Manager STATE OF MINNESOTA ) )ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me on _________________, 2022, by Shepard M. Harris and Timothy J. Cruikshank, the Mayor and City Manager, respectively, of the City of Golden Valley, a municipal corporation under the laws of the State of Minnesota on behalf of the City. Notary Public THIS INSTRUMENT DRAFTED BY: City of Golden Valley (MTC) 7800 Golden Valley Road Golden Valley, MN 55427 6 EXHIBIT “A” Legal Description of Club Property Real property in the City of Golden Valley, County of Hennepin, State of Minnesota, described as follows: Parcel A (Torrens Property-Certificate of Title No. 288880): Lots 337 to 347 inclusive; Lots 349 to 353 inclusive; "Belmont" Parcel B (Torrens Property-Certificate of Title No. 124800): Lots 355, 356, and 354, "Belmont" Parcel C (Abstract Property): Lot 348, Belmont. Parcel D (Abstract Property): Commencing 258.08 feet East of the Southwest corner of the Southeast Quarter of the Northwest Quarter of Section 32, Township 118, Range 21; thence North to the center of the Watertown Road; thence West along said road to a point 2 rods East of the West line of the Southeast Quarter of the Northwest Quarter; thence North to a point 2 rods East and 2 rods South of the North line of Section 32; thence East and parallel with the North line of Section 32, a distance of 78 rods to the center line of the section; thence South 78 rods to the quarter section line; thence East 80 rods to the Northeast corner of the Southwest Quarter of the Northeast Quarter of said section; thence South to the Southeast corner of said Southwest Quarter of said Northeast Quarter; thence West along the centerline of said section to the point of beginning; and also the West 3/4 of the Northwest Quarter of the Northeast Quarter of said Section 32, Township 118, Range 21; Except the right of way of the Electric Short line Railroad Company across the said land as described in a deed recorded in Book 670 of Deeds, page 60; And also excepting from said grant the following land conveyed to the Electric Short Line Railroad Company by a deed recorded in Book 720 of Deeds, page 640, and lying Northerly of Golden Valley Road, Hennepin County, Minnesota. Parcel E (Abstract Property): The West 330 feet front and rear of the Southeast Quarter of the Northeast Quarter of Section 32, Township 118, Range 21, except that part thereof taken for the Electric Short Line Railroad right of way; And also that parcel of land described as follows: Commencing at the Northwest corner of the Northeast Quarter of the Southeast Quarter of Section 32, Township 118, Range 21; thence East along the center line of said Section a distance of 330 feet; thence South and parallel with the West line of the Northeast Quarter of the Southeast Quarter a distance of 47.5 feet to the 7 Northerly line of the County Road as now laid out and opened; thence Northwesterly along the Northerly line of said County Road to the point of beginning. Parcel F (Abstract Property): The North 2 rods of the East 40 rods of the Northeast Quarter of the Northwest Quarter of Section 32, Township 118, Range 21. Parcel G (Abstract Property): All that part of the East 1/4 of the Northwest Quarter of the Northeast Quarter of Section 32, Township 118, Range 21, described as follows, to-wit: Beginning at a point in the center line of County Highway No. 6, commonly known as 19th Avenue North, where the center line of said road is intersected by the west line of the East 1/4 of the Northwest Quarter of the Northeast Quarter of said Section 32; thence North along the West line of said East 1/4 of the Northwest Quarter of the Northeast Quarter to a point 346.3 feet South of the North line of said section, said point being the Southwest corner of that certain tract of land deeded by Fred H. Hanover to Aug. Jacob and Aug. Walz in Book 1173 of Deeds, page 363; thence Northeasterly making an angle of 80 degrees to the right from said last described course along the Southerly line of said tract deeded to Aug. Jacob and Aug. Walz a distance of 60.97 feet to a point 60 feet due East of the west line of the East 1/4 of the Northwest Quarter of the Northeast Quarter; thence South parallel with and 60 feet due East of the West line of the East 1/4 of the Northwest Quarter of the Northeast Quarter, a distance of 830 feet, more or less, to the center line of said County Highway No. 6; thence Southwesterly along the centerline of said Highway to the point of beginning. Parcel H (Abstract Property): Lots 1 to 9 inclusive, Block 1, Bitzer's Place, including all vacated streets or alleys in said plat, excepting, however, that part of said addition heretofore conveyed in the Village of Golden Valley as described in that certain Deed recorded in Book 994 of Deeds, page 4, which exception consists of the Westerly 25 feet of said Lots. Parcel I (Abstract Property): The West 60 feet of that part of the East 1/4 of the Northwest Quarter of the Northeast Quarter of Section 32, Township 118 North, Range 21 West of the 5th Principal Meridian, Hennepin County, Minnesota, described as follows: Beginning at the Northeast corner of the Northwest Quarter of the Northeast Quarter of Section 32; thence South along the East line of said Northwest Quarter of the Northeast Quarter of Section 32 a distance of 255.75 feet; thence Southwesterly, making an angle of 48 degrees and 45 minutes to the right from said last described course a distance of 53.54 feet; thence Southwesterly making an angle of 25 degrees and 54 minutes to the right from said last described course a distance of 95.1 feet ; thence Westerly a distance of 195.3 feet to a point in the West line of the East 1/4 of the Northwest Quarter of the Northeast Quarter of said Section 32, said point being 346.3 feet South of the North line of said Section 32; thence North along the West line of said East 1/4 of the Northwest Quarter of the Northeast Quarter to the North line of said Section; thence East along the North line of said Section 32 a distance of 327.05 feet to the point of beginning. 8 EXHIBIT “B” Legal Description of Easement Area A 10.00 foot wide strip of land over part Lot 7 and Outlot B, Block 1, GREENWAY VILLAS PUD NUMBER 126, according to the recorded plat thereof, and part of the Northeast Quarter of the Northwest Quarter of Section 32, Township 118, Range 21, Hennepin County, Minnesota, the center line thereof being described as follows: Commencing at the northeast corner of the plat of GREENWAY VILLAS PUD NUMBER 126, according to the recorded plat thereof; thence South 89 degrees 00 minutes 09 seconds East, along the south line of the north 33 feet of said Northeast Quarter of the Northwest Quarter a distance of 135.15 feet to the point of the beginning; thence South 40 degrees 28 minutes 43 seconds West a distance of 424.59 feet; thence South 35 degrees 52 minutes 42 seconds West a distance of 77.58 feet to a point on the southeast line on said plat; thence South 35 degrees 59 minutes 16 seconds West a distance of 183.40 feet to the west line of said Outlot B and there terminating. The side lines of said strip are to be prolonged or shortened to terminate on said south line of the north 33 feet and the west line of Outlot B. 9 EXHIBIT “C” General Depiction of Easement Area Golden Valley City Council Meeting April 5, 2022 Agenda Item 4. A. 2. Public Hearing to Vacate Street, Trail, and Utility Easement Along Pennsylvania Avenue at Northwest Corner of Golden Valley County Club Property. Prepared By Jeff Oliver, City Engineer R.J. Kakach, Assistant City Engineer Summary As part of the Golden Valley Country Club Greenway Villas Development Project, a new plat is to be recorded in the northwest corner of the Golden Valley Country Club (GVCC) property. In reviewing the existing title work, a street, trail, and utility easement exists today along Pennsylvania Avenue in an area that is to be platted as right of way as part of the GVCC Greenway Villas project. As part of the platting process, there is no longer a need for this easement as it will be dedicated as right of way. A notice of public hearing regarding the proposed easement vacation was published and posted and letters were sent to the affected property owners. Staff sent a letter to all private utility companies requesting their review and comment, and there have been no objections to this easement vacation. Since the easements are not adjacent to a public water, notice to the Commissioner of Natural Resources is not required. In accordance with state statutes, a four-fifths majority vote in favor of the resolution is required to approve this easement vacation. Attachments • Easement Vacation Exhibit (1 page) • Resolution #22-031 Vacating Street, Trail, and Utility Easement Along Pennsylvania Avenue at Northwest Corner of Golden Valley County Club Property Recommended Action • Motion to adopt Resolution #22-031 Vacating Street, Trail, and Utility Easement Along Pennsylvania Avenue at Northwest Corner of Golden Valley County Club Property. Resolution # 22-031 RESOLUTION VACATING STREET, TRAIL, AND UTILITY EASEMENT ALONG PENNSLYVANIA AVENUE AT NORTHWEST CORNER OF GOLDEN VALLEY COUNTRY CLUB PROPERTY WHEREAS, The Golden Valley Country Club Greenway Villas development project will require a new plat to be recorded in the northwest corner of the Golden Valley Country Club (GVCC) Property; WHEREAS, the existing street, trail, and utility easement will be vacated and platted as right of way as part of the development project; WHEREAS, a public hearing to consider the vacation of such easement was held on April 5, 2022 before the City Council in the City Hall located at 7800 Golden Valley Road, Golden Valley, MN at 6:30 p.m. after due published and posted notice had been given, as well as personal mailed notice to all affected property owners by the City Clerk on the February 4, 2022 and all interested and affected persons were given an opportunity to voice their concerns and be heard; and NOW THEREFORE, BE IT RESOLVED, by the City Council of the City of Golden Valley that: 1. The vacation is hereby granted, and the easement described as follows is hereby vacated: All those parts of the easements described within Document Numbers 7389865, 7361249 and 7361249 as filed in the Hennepin County, Minnesota, lying within the bounds of the plat of GREENWAY VILLAS PUD NUMBER 126, according to the recorded plat thereof. Adopted by the City Council of Golden Valley, Minnesota this 5th day of April 2022. _____________________________ Shepard M. Harris, Mayor ATTEST: _____________________________ Theresa Schyma, City Clerk Golden Valley City Council Meeting April 5, 2022 Agenda Item 4. A. 3. a. Approval of Plat – Greenway Villas P.U.D. No. 126 Prepared By Myles Campbell, Planner Summary At the December 7, 2021, City Council meeting, the Council held a public hearing on the Final PUD Plan for the Greenway Villas project. After the hearing the Council approved the Final Plan. The Final Plat has been prepared for consideration. City staff has reviewed the document and finds it to be consistent with the approved Final PUD Plan and the requirements of City Code. Recommended Action Motion to adopt Resolution No. 22-032, Approval of Plat for Greenway Villas P.U.D. No. 126. Attachments •Resolution No. 22-032, Approval of Plat for Greenway Villas P.U.D. No. 126 (1 page) •Final Plat – Greenway Villas P.U.D. No. 126 (1 page) RESOLUTION NO. 22-032 RESOLUTION FOR APPROVAL OF PLAT – GREENWAY VILLAS P.U.D. NO. 126 WHEREAS, the City Council has met at the time and place specified in a notice duly published with respect to the subject matter hereof, has heard all interested persons, and has heretofore conducted a public hearing on the proposed plat to be known as Greenway Villas P.U.D. No. 126 covering the following described tracts of land: That part of the Northeast Quarter of the Northwest Quarter of Section 32, Township 118, Range 21, Hennepin County, Minnesota, except the west 33.00 feet thereof, lying northwesterly of the following described line: Commencing at the northwest corner of said Northeast Quarter of the Northwest Quarter; thence South 89 degrees 00 minutes 09 seconds East, along the north line of said Northeast Quarter of the Northeast Quarter, a distance of 354.72 feet to the point of beginning of the line to be described; thence South 27 degrees 54 minutes 00 seconds West a distance of 434.62 feet; thence South 00 degrees 08 minutes 23 seconds East a distance of 36.78 feet; thence South 10 degrees 46 minutes 26 seconds West a distance of 79.86 feet; thence South 37 degrees 50 minutes 25 seconds West a distance of 71.89 feet; thence South 62 degrees 50 minutes 15 seconds West a distance of 100.69 feet, more or less, to the west line of said Northeast Quarter of the Northwest Quarter and there terminating. WHEREAS, all persons present were given the opportunity to be heard; NOW, THEREFORE, BE IT RESOLVED, by the City Council for the City of Golden Valley, that said proposed plat be, and the same hereby is, accepted and approved, and the proper officers of the City are hereby authorized and instructed to sign the original of said plat and to do all other things necessary and proper in the premises. Adopted by the City Council this 5th day of April, 2022. _____________________________ Shepard M. Harris, Mayor ATTEST: _____________________________ Theresa Schyma, City Clerk Golden Valley City Council Meeting April 5, 2022 Agenda Item 4. A. 3. b. Authorization to Sign PUD Permit and PUD Development Agreement – Greenway Villas P.U.D. No. 126 Prepared By Myles Campbell, Planner Summary At the December 7, 2021, City Council meeting, the Council held a public hearing on the Final PUD Plan for the Greenway Villas project. After the hearing the Council approved the Final Plan. In conjunction with the developer and property owner, City staff have prepared the PUD Permit and PUD Development Agreement for consideration. City staff has reviewed the documents and finds them to be consistent with the approved Final PUD Plan and the requirements of City Code. Supporting Documents •Permit for Greenway Villas P.U.D. No. 126 (4 pages) •PUD Development Agreement – Greenway Villas P.U.D. No. 126 (17 pages) Recommended Action Motion to authorize the Mayor and City Manager to sign the PUD Permit and Development Agreement for Greenway Villas P.U.D. No. 126. 3656557.v5 Greenway Villas P.U.D. No. 126 City Council Approval: April 5, 2022 City of Golden Valley, Minnesota Use Permit for Planned Unit Development Project Name: Greenway Villas P.U.D. No. 126 Location: 1100 and 1216 Pennsylvania Ave N; 1110, 1120, 1200, 1210, 1220, 1230, and 1240 Greenway Pass, Golden Valley, Minnesota 55427 Legal Description: Lots 1-7, Block 1, and Outlots A and B, Greenway Villas P.U.D. No. 126 Applicant: REC, Inc. d/b/a Ron Clark Construction Address: 7500 West 78th Street, Edina, MN 55439 Owner: REC, Inc. d/b/a Ron Clark Construction (the “Developer”) Golden Valley Golf and Country Club, Inc. (the “Club”) (as to Outlot B only) Address: 7500 West 78th Street, Edina, MN 55439 7001 Golden Valley Road, Golden Valley, MN 55427 Zoning District: Single-Family Residential (R-1) Permitted Uses: To allow for the construction of 7 single-family dwelling units and related improvements approved by the City. Components: A. Land Use 1. The plans prepared by Campion Engineering Services Inc., dated March 4, 2022, shall become a part of this approval. 2. Homes within the PUD will be restricted to a single story above grade as measured from the front yard, with a maximum height of 25 ft. 3. The impervious surface area on each of the residential lots shall be limited to listed square footage in the plans dated March 4, 2022, in order to preserve open space within the shoreland area and to remain consistent with the stormwater calculations that determined the design of the stormwater management facilities. Notwithstanding any contrary provision herein, the following activities shall be permitted within Outlot B: Golden Villas P.U.D. No. 126 Page 2 3656557.v5 i. The performance of every act reasonably necessary and incident to the playing of golf on the golf course or courses located on the parcel of property owned by the Club (the “Club Parcel”), and the doing of every act necessary and incident to the use, enjoyment, maintenance and operation of the Club Parcel. ii. These acts shall include, but not be limited to, the flight of golf balls over and upon Outlot B, the creation of the usual and common noise level associated with the playing of the game of golf, the creation of the usual and common noise level associated with the use, enjoyment, maintenance and operation of the Club Parcel and improvements thereto, the driving of machinery and equipment used in connection with maintaining the Club Parcel, together with all such other common and usual activities associated with the game of golf and with all the normal and usual activities associated with the use, enjoyment, maintenance and operation of the Club Parcel. B. Grading, Utilities, Access and Other Engineering Issues To Be Performed By Developer 1. Overhead power adjacent installed to serve the development must be buried as well as all utilities serving the site; joint trench for private utilities is preferred to maximize efficient use of the right‐of‐way. 2. All required easements and agreements shall be dedicated or executed prior to the release of the final plat, including but not limited to drainage and utility easements, public use and access easements, development agreement, escrow and deposit agreement for public improvements, and conservation easements. 3. The sanitary sewer main in Pennsylvania Avenue must be lined for I&I compliance and any existing sanitary sewer stubs to the site must be abandoned. 4. The Developer shall enter into a Maintenance Agreement with the City in a form acceptable to the City Attorney. C. Subdivision 1. Proof of filing of the plat shall take the form of a certified copy of the fully recorded plat, or a receipt from the County specifically noting that the Developer has paid for such a copy to be sent to the City when it becomes available. 2. A copy of the shared access agreement between lots 6 and 7 of the PUD shall be recorded by the Developer against those lots as part of these approvals. 3. A Park Dedication Fee of $XX shall be paid by the Developer prior to release of the Final Plat and the issuance of any building permits. 4. The Final Plat shall include “PUD No. 126” in its title. 5. The Developer shall enter into a Development Agreement with the City in conformance with City Code and in a form acceptable to the City Attorney. Golden Villas P.U.D. No. 126 Page 3 3656557.v5 It is hereby understood and agreed that this PUD Permit is a part of the City Council approval granted on April 5, 2022. Any changes to the PUD Permit for Greenway Villas P.U.D. No. 126 shall require an amendment. This PUD Permit may be signed in counterparts. “DEVELOPER” REC, Inc. d/b/a Ron Clark Construction Witness: ______________________ By: _____________________________ J. Michael Waldo Its: Chief Executive Officer Date: ___________________________ “CLUB” (as to Outlot B only) Golden Valley Golf and Country Club, Inc. Witness: ______________________ By: _____________________________ Don Kovacovich Its: General Manager Date: ___________________________ CITY OF GOLDEN VALLEY Witness: ______________________ By: ____________________________ Shepard M. Harris, Mayor Date: ____________________________ Witness: _______________________ By: ____________________________ Timothy Cruikshank, City Manager Date: ____________________________ Golden Villas P.U.D. No. 126 Page 4 3656557.v5 Warning: This permit is subject to all other state, federal, and local ordinances, regulations, or laws with authority over this development. Page 1 of 17 3654473.v6 3654473.v7 Development Agreement [Title] This Development Agreement (“Agreement”) is entered into as of March 15th, 2022, by and between the City of Golden Valley, a Minnesota municipal corporation (the “City”), and R.E.C., Inc., a Minnesota corporation (“Developer”). WHEREAS, Developer has applied to the City for a future land use map amendment changing the designation from parks and natural areas to low density residential, a zoning map amendment changing the designation from institutional to single-family residential, and preliminary and final PUD plans for a planned unit development which includes preliminary and final plat approval of the subdivision of 2.13 acres into seven lots and one outlot, a portion of which is legally described on Exhibit A (the “Subject Property”); and WHEREAS, on December 7, 2021, the City approved the Final PUD plan for [Title], a seven lot, single-family development with common areas, infrastructure and amenities and governed by a homeowners association (the “Project”); and WHEREAS, the City Council approvals require Developer to enter into this Agreement with the City and develop the property in accordance with all applicable requirements, ordinances, laws, rules and regulations. NOW, THEREFORE, in consideration of the City adopting Resolution No. 21-33 for future land use change, Ordinance No. 713 for zoning map amendment, Ordinance No. 725 for planned unit development and subdivision approval, and Resolution No. 22-032 for final plat approval, Developer agrees to construct, develop and maintain the Subject Property as follows: Section 1. General. 1. Developer shall comply with all conditions outlined in Ordinance No. 725 (the “Ordinance”) and PUD Permit No. 126 (the “PUD Permit”), attached hereto as Exhibit B and incorporated herein. 2. Developer shall develop the Subject Property in accordance with the Final Planned Unit Development (PUD) Plans dated November 22, 2021 and the following plans and specifications, original copies of which are on file with the Physical Development Department (collectively, the “Plans”): Page 2 of 17 3654473.v6 3654473.v7 a. Civil Plans titled, Greenway Villas Ron Clark Construction Golden Valley, MN, dated January 4, 2022, approved by the Bassett Creek Watershed on January 7, 2022 b. Stormwater Management Plan for GVCC Villas Golden Valley, MN, dated January 4, 2022 prepared by Civil Methods, Inc. c. Landscape Plans prepared by Civil Site Group, dated November 26, 2021. d. Irrigation Plan prepared by MTI Distributing, Inc, dated November 8, 2021 and submitted November 23, 2021. e. Final Construction Plans dated March 4, 2022 and as may be amended and approved by the City Engineer. f. Underground stormwater chamber system plans dated December 21, 2021 and as may be amended and approved by the City Engineer. Section 2. Conditions of Development Approval. 1. The City has approved the Project, subject to the conditions memorialized in the Ordinance and PUD Permit. 2. Prior to release of the Final Plat, Developer shall provide satisfactory proof to the City that it has the requisite agreements with the fee owner of Outlot B to allow Developer to construct and maintain all stormwater, landscaping and other improvements required by this Agreement and all other City approvals. Section 3. Site Improvements Constructed by Developer 1. Developer shall, at its sole cost and expense, design and install or cause to be installed, in conformance with the Plans and City standards and specifications consistent with the Plans, the following improvements (collectively referred to hereafter as the “Developer Site Improvements”): a. Obtain permit coverage under NPDES construction stormwater permit, including public and private improvements b. Clearing and grubbing c. Surveying and staking d. Rough grading, including location of Public Improvements e. Erosion and sediment control measures and establish temporary site stabilization f. Private utilities, including: gas, electric, overhead to underground, cable, communications, irrigation, sanitary sewer and water services from property line to buildings g. Stormwater improvements including all required storm sewers and stormwater treatment facilities not included in the Public Improvements h. Final grading i. Trees and landscaping, including but not limited to trees, shrubs, perennials, native vegetation, and tree protection measures j. Public use and access area improvements (walks, benches, and bike racks) k. Site amenities, including but not limited to retaining and landscape walls, fences, mailbox clusters, entrance/monument sign, lot and block survey monuments l. Surface improvements, including but not limited to driveways, sidewalks m. Conservation easement survey monuments, marker posts and signs Page 3 of 17 3654473.v6 3654473.v7 n. Street and site lighting o. Other items as reasonably necessary to complete the Project as stipulated in the Ordinance and this Agreement 3. Developer shall provide the necessary engineering services for the installation of the Developer Site Improvements, including but not limited to construction supervision, construction staking and surveying, testing, and on-site inspection. Developer’s engineer shall be the official representative of Developer for all engineering and construction matters. 4. The City Engineer, or their designated representative, shall make periodic inspection of the Developer Site Improvements and may require certain tests be made, which in the judgment of the City Engineer or their designated representative are reasonably necessary to ensure compliance with City standards and the Plans and specifications. 5. Prior to the City executing a release of this Agreement, Developer shall: a. Enter into the following maintenance agreements with the City: Maintenance Agreement for Stormwater Facilities, Public Use and Access Area, Native Vegetation, and Landscaping with the City in the form approved by the City Engineer; b. Complete all its obligations under this Agreement; and c. Provide as-builts (PDF and AutoCAD) for all Public Improvements and Private Improvements. Section 4. Public Improvements Constructed by the City 1. Developer shall design, in conformance with City standards and specifications consistent with the Plans, and the City shall install or caused to be installed, the following public improvements referred to in the Plans (the “Public Improvements”): • Sanitary sewer • Watermain • Three (3) storm sewer catch basins and one hundred thirty one (131) feet of pipe connecting the catch basins, all in the public right of way dedicated on the plat • Street 2. The City shall provide the necessary engineering services, at Developer’s expense, for the installation of the Public Improvements, including but not limited to construction supervision, testing, and on-site inspection. Developer shall provide construction staking and surveying for the Public Improvements. 3. Developer shall be responsible for all costs reasonably incurred to design and install the Public Improvements, including but not limited to the cost of all design, labor and materials, engineering services, construction supervision, staking, surveying, testing and inspection. The City shall install, or cause to be installed, the Public Improvements in accordance with the Plans, and federal, state and local laws. All designs and plans shall be subject to approval by the City Engineer. As a condition of the City’s acceptance of the Public Improvements, Developer’s engineer shall certify to the City that Developer’s engineer made reasonable Page 4 of 17 3654473.v6 3654473.v7 inspections of the Public Improvements and that the Public Improvements were built in accordance with this Agreement. 4. Upon completion and City acceptance of the Public Improvements, and release of financial securities, the Public Improvements lying within public rights-of-way and easements will become City property without further notice or action. Section 5. Building Permits and Certificates of Occupancy. 1. The City shall issue building permits only in conformance with conditions outlined in Ordinance No. 712, City Code, chapter 103, and this Agreement. 2. Unless otherwise authorized by the City in writing, no certificates of occupancy will be issued until: a. Site grading and temporary or permanent stabilization is completed and approved by the City; b. All public utilities have been tested, approved, and accepted by the City Engineer; c. All private utilities, included but not limited to storm sewer and stormwater facilities, gas, and electric, have been installed and are functional; d. All curbing, access, walks, and other concrete work are installed and backfilled; e. The first lift of bituminous is in place and approved by the City Engineer; and f. All required fees have been paid in full. 3. Developer may maintain one model home on Lot 1, Block 1 Greenway Villas PUD Number 126, which may also serve as the temporary construction sales office for the development. Developer may not begin construction of the model home until it has obtained a building permit from the City and the following work is completed and accepted by the City: a. Clearing and grubbing entire site b. Rough grading of entire site c. Establish erosion and sediment control and temporary stabilization 4. The model home must have a separate temporary construction entrance onto Plymouth Avenue approximately 20 feet east of the new street intersection on Plymouth Avenue, with no parking allowed between the two construction entrances. The model home may not be occupied or used until the public water and sewer systems are constructed and accepted and water and sewer services are installed and inspections approved by the City. Section 6. Timelines. 1. Developer shall coordinate with the City and obtain written approval and authorization to proceed from the City Engineer or their designated representative prior to each of the following construction operations: a. Rough grading and temporary site stabilization; b. Geotechnical testing for design and during construction; c. Construction of sewer services, water services, storm sewer and stormwater facilities, and all necessary appurtenances thereto; d. Turf establishment and landscaping. Page 5 of 17 3654473.v6 3654473.v7 Developer shall provide written notice to the City (which may be electronic notice) within three days of completion of each of the foregoing construction operations to facilitate smooth and efficient coordination of public and private work on the site. 2. Developer shall coordinate with the City to ensure all underground utilities, including the storm sewer and stormwater facilities, are completed by August 1, 2022. The City will apply the bituminous wear course between September 1, 2022 and October 31, 2022. 3. Developer must install all required improvements enumerated in Section 3 of this Agreement by October 15, 2022 subject to delay due to inclement weather, labor strikes, material shortages or other circumstance not within Developer’s reasonable control. Developer may, however, request an extension of time from the City. In the event the City grants an extension, it may require Developer to post additional security to reflect cost increases or the extended completion date. Section 7. Securities, Costs, Fees, and Charges. 1. Securities. To guarantee compliance with the terms of this Agreement and obligations hereunder, Developer shall furnish the City with a cash deposit or irrevocable letter of credit (the “Security”) in the amount of 125% of the total cost of the work ($960,928). Developer shall furnish the Security prior to release of the final plat for recording. The Security includes the following: Amount Percent Required Security Amount Site Grading and Removals (includes erosion control) $163,000 125% $203,750 Trees and Landscaping $128,220 125% $160,275 Stormwater Improvements $246,437 125% $308,046.25 Surface Improvements and Site Amenities $43,560 125% $54,450 Irrigation $30,000 125% $37,500 Overhead Utility Burial Construction $18,000 125% $22,500 Public use and access area (concrete walks, benches, bike racks) $47,000 125% $58,750 Conservation Easement monuments, marker posts and signs $500 125% $625 Page 6 of 17 3654473.v6 3654473.v7 If Developer elects to provide a letter of credit, it shall be a standby, not commercial, letter of credit issued by a financial institution that is insured by the FDIC and that provides for disbursement of funds form an office in the Twin Cities seven-county metropolitan area. The letter of credit must be automatically renewable until the City releases Developer from responsibility. In the event of default under this Agreement by Developer, the City will furnish Developer with written notice by certified mail of Developer’s default(s) under the terms of this Agreement prior to drawing on the letter of credit. 2. Release of Security. Developer shall submit requests for reduction or release of the Security or any portion thereof to the City in writing. Developer may submit up to four security reduction requests per year. The City shall retain five percent (5%) of the Security until a one-year warranty period following final acceptance of the Public Improvements has been completed. At the conclusion of the warranty period, Developer may provide notice to the City and ask the City to release any remaining security. The City shall, within thirty days after receipt of the notice by Developer, perform a warranty inspection of the Public Improvements. Within ten days of the warranty inspection, the City shall release the Security or provide Developer with a list of corrections required prior to release of the Security. The specific improvements are eligible for Security reduction or release as follows: Reduction Release Site Grading and Removals (includes erosion control) 50-percent after rough grading within a tolerance of 0.2 feet above or below elevations shown on final construction plans, and soil stabilization One year after City acceptance of final grading and permanent site stabilization, and removal of erosion control Trees and Landscaping Prorated based on percentage of plant materials installed After one full growing season following installation and acceptance by City Irrigation n/a After completion and acceptance Watermain improvements 95-percent after testing, inspection and acceptance After 1 year warranty period from testing, inspection, and acceptance Sanitary sewer improvements 95-percent after testing, inspection and acceptance After all 7 new homes are I&I compliant Stormwater improvements n/a After Developer’s Engineer accepts work and completes as-built survey, and functionality is observed by City staff Record Plans and as- built survey work $3,000 125% $3,750 Total $679,717 $849,646.25 Page 7 of 17 3654473.v6 3654473.v7 Streets 50-percent after first lift installed and all curbing installed and backfilled After 1 year warranty from wear course paving date Surface Improvements and Site Amenities n/a After completion and acceptance Public use and access area (concrete walks, benches, bike racks) n/a After completion and acceptance Conservation Easement monuments, marker posts and signs n/a After completion and acceptance Record Plans and as-built survey work n/a After completion and acceptance Overhead utility burial construction n/a After final restoration and acceptance 3. Responsibility for Costs. a) Except as otherwise specified herein, Developer shall pay all costs incurred by it or the City in conjunction with the development, including but not limited to labor, equipment and materials, as well as any reasonable legal, engineering, environmental, surveying, monitoring, inspecting, and any other professional service fees, costs or expenses incurred by the City in connection with the development of the Subject Property and the preparation, development and negotiation of any documents, instruments, reports, or agreements in connection therewith (collectively, the “Costs”). b) Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from development, except for any costs or expenses arising from the negligence or other wrongful acts or omission of the City, its agents, employees or contractors. Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses the City may incur in consequence of such claims, including reasonable attorney’s fees. c) Developer shall pay in full all bills submitted to the City of obligations incurred under this Agreement within thirty (30) days after receipt. If the bills are not paid on time, the City may halt work and construction including, but not limited to, the issuance of building permits for lots that Developer may or may not have sold, until the bills are paid in full. Bills not paid within thirty (30) days will accrue interest at a rate of ten percent (10%) per year. 4. Deposits. a) Developer shall pay the following deposits for the Public Improvements prior to release of the final plat for recording (collectively, the “Deposit”): Page 8 of 17 3654473.v6 3654473.v7 Deposit Amount* Percent Required Guarantee Amount Sanitary Sewer $98,805 125% $123,506.25 Watermain $81,180 125% $101,475 Public Storm Sewer $61,175 125% $76,468.75 Street $193,042.50 125% $241,303.13 Legal Services Fee $5,000 125% $6,250 Engineering Services Pre- Construction $5,000 125% $6,250 Engineering Services During and Post Construction $47,700 125% $59,625 TOTAL $491,902.50 $614,878.13 The City shall treat the Deposit as a separate account on its books and all interest earned on the Deposit, if any, shall accrue to the City except to the extent required by law. b) When the City incurs or is invoiced for any Costs, the City shall deduct the invoiced amount from the Deposit for the payment of such invoice and provide Applicant with a reasonably detailed itemization therefor. c) Each time the amount of the Deposit is reduced to $10,000 or less as a result of Section 2 above, the City shall give Developer written notice and Developer shall within seven (7) days thereafter deposit an additional $10,000 with the City (each an “Additional Deposit”). Upon receipt by the City, each Additional Deposit shall be deemed part of the Deposit for purposes of this Agreement. d) After (i) payment to the City by Developer of all amounts payable to the City under this Agreement; (ii) the City’s application of such amounts to pay all outstanding Costs; and (iii) completion of the Project, the City shall refund to Developer, without interest, the amount of the Deposit then remaining. 5. Fees and Charges. a) Developer shall pay the following fees and charges prior to release of the final plat for recording: Fee/Charge Amount* Page 9 of 17 3654473.v6 3654473.v7 Park Dedication Fee $33,867 Outstanding Utility Bills $amount. b) Developer shall pay fees and charges set forth in this section as follows prior to issuance of the Tree and Landscape and Stormwater Management permits: Fee/Charge Amount Tree and Landscape Mitigation Fee (fee in lieu of planting 33 Category B trees) $14,850 c) Developer understands that builders will be required to pay for Subject Property fees and charges in effect at the time of issuance of building permits. The rates for these items will be set according to the current rate structure at the time the building permit application is received. The fees and charges in effect as of the date of this Agreement are: Fee/Charge Amount City Sewer Access Charge (SAC) $650 per Met Council SAC unit City Water Access Charge (WAC) $1,700 per Met Council SAC unit Section 8. Default. 1. In the event of default by Developer as to any of the work to be performed by it hereunder, the City may, at its option, draw upon the Security and take such steps as it deems reasonably necessary to remedy the default, provided Developer is first given notice of the default, not less than seven (7) days in advance and fails to cure the applicable default within said period. If the Security is drawn down on or a claim is made against the Security, the proceeds shall be used to cure the default(s) and to reimburse the City for all costs and expenses, including reasonable attorneys’ fees, incurred by the City in enforcing this Agreement. If the Security is not sufficient to cover the cost to remedy the default, the City may invoice Developer for the remaining cost and Developer shall promptly reimburse the City for any expense incurred by the City. In addition to its other remedies, the City may draw on the cash deposit or letter of credit, or levy the cost in whole or in part as a special assessment against the Subject Property. Developer waives its right to notice of hearings and hearing on such assessment and its right to appeal such assessments pursuant to Minnesota State Statutes, section 429.081, up to an assessment amount of [$total security amount] plus all costs and expenses, including attorneys’ fees, incurred by the City in enforcing this Agreement. 2. This Agreement is a license for the City to act, and it shall not be necessary for the City to seek a court order for permission to enter onto the Subject Property to exercise its rights under this paragraph. Page 10 of 17 3654473.v6 3654473.v7 Section 9. Miscellaneous. 1. Third parties have no recourse against the City under this Agreement, except for GVCC as described below. 2. Except as specifically authorized by the Community Development Director, no permit shall be issued for the Subject Property until Developer has recorded the final plat with the Hennepin County Recorder's Office. 3. Prior to building permit issuance, Developer shall pay all fees associated with the building permit to the Inspections Department, including; Building permit fee, plan check fee, State surcharge, metro system access charge (SAC), City SAC and City water access charge (WAC), and park dedication. Developer shall Contact Metropolitan Waste Control to determine the number of SAC units. 4. Developer shall submit detailed construction and storm sewer plans to the Watershed District for review and approval. Developer shall follow all rules and recommendations of the Watershed District. 5. Developer shall pay cash park fees as to all of the Subject Property required by City Code in effect as of the date of the issuance of each building permit for construction on the Subject Property. 6. If Developer fails to proceed in accordance with this Agreement within twenty-four (24) months of the date hereof, Developer, for itself, its successors, and assigns, shall not oppose the City’s reconsideration and rescission of any Rezoning, Site Plan review and/or Guide Plan review approved in connection with this Agreement, thus restoring the status of the Subject Property to its status before the Development Agreement and all approvals listed herein were approved. 7. Breach of terms of this Agreement are ground for denial of building permits, including permits on lots sold to third parties. 8. Developer acknowledges that it is familiar with the requirements of City Code, Chapters 101 through 113 and other applicable City ordinances affecting the development of the Subject Property. Developer agrees to develop the Subject Property in accordance with the requirements of all applicable City Code requirements, City Ordinances and applicable approvals. 9. If any portion, section, subsection, sentence, clause, paragraph or phrase of this Agreement is for any reason held invalid, such decision does not affect the validity of the remaining portions of this Agreement. 10. If building permits are issued prior to completion and acceptance of Public Improvements, Developer assumes all liability and costs resulting from delays in completion of the Public Improvements and damage to the Public Improvements caused by the City, Developer, its contractors, subcontractors, materialmen, employees, agents, or third parties. Page 11 of 17 3654473.v6 3654473.v7 11. With respect to any interest in all portions of the Subject Property which Developer is required, pursuant to this Agreement, to dedicate or convey to the City (the "Dedicated Property"), Developer represents and warrants as follows now and at the time of dedication or conveyance: a. That Developer has marketable fee title free and clear of all mortgages, liens, and other encumbrances, except as otherwise shown on the title insurance policy referenced below . Prior to final plat approval, Developer shall provide to the City a current title insurance policy insuring such a condition of title. b. That Developer has not used, employed, deposited, stored, disposed of, placed or otherwise allowed to come in or on the Dedicated Property, any hazardous substance, hazardous waste, pollutant, or contaminant, including, but not limited to, those defined in or pursuant to 42 U.S.C. § 9601, et. seq., or Minn. Stat., Sec. 115B.01, et. seq. (such substances, wastes, pollutants, and contaminants hereafter referred to as “Hazardous Substances”); c. That Developer has not allowed any other person to use, employ, deposit, store, dispose of, place or otherwise have, in or on the Dedicated Property, any Hazardous Substances. d. To the knowledge of Developer, that no previous owner, operator or possessor of the Dedicated Property deposited, stored, disposed of, placed or otherwise allowed in or on the Dedicated Property any hazardous substances. Developer agrees to indemnify, defend and hold harmless the City, its successors and assigns, against any and all loss, costs, damage and expense, including reasonable attorneys fees and costs that the City incurs because of the breach of any of the above representations or warranties and/or resulting from or due to the release or threatened release of Hazardous Substances which were, or are claimed or alleged to have been, used, employed, deposited, stored, disposed of, placed, or otherwise located or allowed to be located, in or on the Dedicated Property by Developer, its employees, agents, contractors or representatives. 12. The action or inaction of the City does not constitute a waiver or amendment to the provisions of this Agreement. To be binding, amendments or waivers must be in writing and signed by the parties. The City’s failure to take legal action to enforce this agreement is not waiver or release. 13. This Agreement shall run with the Subject Property and may be recorded against its title. Developer must take such steps, including execution of amendments to this Agreement, as necessary to effect the recording thereof. After Developer has completed the work required of it under this Agreement, at Developer’s request, the City will execute and deliver to Developer a release. 14. Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the Subject Property to perform all work and inspections deemed appropriate by the City in conjunction with this Agreement. Page 12 of 17 3654473.v6 3654473.v7 15. Developer acknowledges that the rights of the City and the performance of obligations of Developer contemplated in this Agreement are special, unique, and of an extraordinary character, and that, in the event that Developer violates, or fails, or refuses to perform any covenant, condition, or provision made herein, the City may be without an adequate remedy at law. Developer agrees, therefore, that in the event Developer violates, fails, or refuses to perform any covenant, condition, or provision made herein, the City may, at its option, institute and prosecute an action to specifically enforce such covenant, withhold building permits or rescind or revoke any approvals granted by the City. No remedy conferred in this agreement is intended to be exclusive and each shall be cumulative and shall be in addition to every other remedy. The election of any one or more remedies shall not constitute a waiver of any other remedy. 16. Upon completion and acceptance, as applicable, of the Private Improvements and Public Improvements in accordance with the terms hereof, the City agrees to provide Developer a recordable Certificate of Completion and/or Termination of this Agreement upon request. 17. This Agreement is a contract agreement between the City and Developer. Except as provided below, no provision of this Agreement inures to the benefit of any third person, including the public at large, so as to constitute any such person as a third-party beneficiary of the Agreement or of any one or more of the terms hereof, or otherwise give rise to any cause of action for any person not a party hereto. Notwithstanding the foregoing, Golden Valley Golf and Country Club, Inc. (“GVCC”) is an intended third-party beneficiary of this Agreement. 18. Each right, power, or remedy herein conferred upon the City is cumulative and in addition to every other right, power, or remedy, express or implied, now or hereafter arising, available to the City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. Section 10. Notices. 1. Required notices to Developer must be in writing, and be either hand delivered to Developer, its employees or agents, or mailed to Developer by registered or certified mail at the following address: R.E.C. Inc. Attn: Mike Waldo 7500 West 78th Street, Edina, MN 55439 With Copy to: Golden Valley Golf and Country Club, Inc. Attn: General Manager 7001 Golden Valley Road Golden Valley, MN 55427 Page 13 of 17 3654473.v6 3654473.v7 2. Notices to the City must be in writing and be either hand delivered to the Physical Development Director, or mailed to the City by registered or certified mail, care of the Physical Development Director at the following address: Physical Development Director City of Golden Valley 7800 Golden Valley Road Golden Valley, Minnesota 55427 IN WITNESS WHEREOF, the parties hereto have set their hands the day and year first written above. [Signature pages follow] Page 14 of 17 3654473.v6 3654473.v7 City Signature Page CITY OF GOLDEN VALLEY BY: ___________________________________ Shepard M. Harris, Mayor BY: ____________________________________ Timothy J. Cruikshank, City Manager STATE OF MINNESOTA ) ) SS COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ______ day of ________________, 20___ by Shepard M. Harris, Mayor of the City of Golden Valley, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. Notary Public STATE OF MINNESOTA ) ) SS COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ______ day of ________________, 2022 by Timothy J. Cruikshank, City Manager of the City of Golden Valley, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. Notary Public Page 15 of 17 3654473.v6 3654473.v7 Developer Signature Page R.E.C., Inc. By: ___________________________________ J. Michael Waldo Its: Chief Executive Officer STATE OF MINNESOTA ) ) SS COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _____ day of ________________, 20__ by J. Michael Waldo, the Chief Executive Officer of R.E.C., Inc., a corporation under the laws of the State of Minnesota, on behalf of the type of entity. Notary Public THIS INSTRUMENT DRAFTED BY: City of Golden Valley 7800 Golden Valley Road Golden Valley, MN 55427 Page 16 of 17 3654473.v6 3654473.v7 EXHIBIT A Legal Description Lots 1 through 7, inclusive, Block 1; and Outlot A; GREENWAY VILLAS, according to the recorded plat thereof, Hennepin County, Minnesota. Page 17 of 17 3654473.v6 3654473.v7 EXHIBIT B See attached PUD Permit for Greenway Villas P.U.D. No. 126 Golden Valley City Council Meeting April 5, 2022 Agenda Item 4. B. Spring Valley Road Streetlights and Overhead Utility Line Burial Public Hearings 1. Improvement Hearing – Residential Streetlight District Improvement and Overhead to Underground Utility Line Burial 2. Assessment Hearing – Residential Street Light District 3. Assessment Hearing – Overhead to Underground Utility Line Burial Prepared By Jeff Oliver, PE, City Engineer R.J. Kakach, PE, Assistant City Engineer Summary At the August 4th City Council meeting, the City Council directed staff to prepare a feasibility report for Streetlight and Overhead Utility Line Burial on Spring Valley Road based on petitions that were received for both portions of the project. The proposed project consists of removal of three wooden pole streetlights and replacement with three decorative streetlights along the Spring Valley Road corridor. The project also includes the burial of overhead utility lines along the same project corridor as the streetlights. The streetlights are located on the property lines at the following locations: 1318 and 1320 Spring Valley Road 1334 and 1400 Spring Valley Road 1410 and 1420 Spring Valley Road The existing wooden pole lights would be upgraded to decorative lights with the project. The properties included in the new decorative residential streetlight district include: 1315 Spring Valley Road 1400 Spring Valley Road 1318 Spring Valley Road 1401 Spring Valley Road 1319 Spring Valley Road 1410 Spring Valley Road 1320 Spring Valley Road 1415 Spring Valley Road 1325 Spring Valley Road 1420 Spring Valley Road 1326 Spring Valley Road 1431 Spring Valley Road 1334 Spring Valley Road 1445 Spring Valley Road City Council Regular Meeting Executive Summary City of Golden Valley April 5, 2022 2 Each property in the new residential streetlight district will be subject to a quarterly streetlight fee as outlined in the City’s fee schedule. The 2022 rate is $13.17 per quarter. The overhead utility lines to be buried are located in front of the following properties: 1318 Spring Valley Road 1334 Spring Valley Road 1320 Spring Valley Road 1400 Spring Valley Road 1326 Spring Valley Road 1410 Spring Valley Road The overhead utilities would be buried underground and the wooden poles that support the lines would be removed. The costs for the streetlights are as follows: Streetlights = $2,673 The costs include all work associated with removal of the existing three wooden pole streetlights and replacement with three decorative lights, including installation of new electric service to the poles. An estimated 7% of the construction costs have been included for administrative costs. A preliminary special assessment rate of $191 per unit with 14 units total for a $2,673 project cost. The costs for the overhead utility line burial are as follows: Utility Line Burial = $51,500 The costs include all work associated with burying the overhead electric lines and removing the wooden poles supporting the utility lines, including restoration. Overhead telecommunications lines will be buried at the provider’s costs, consistent with past public improvement projects. An estimated 7% of the construction costs have been included for administrative costs. A preliminary special assessment rate of $8,583 per unit with 6 units total for a $51,500 project cost. Financial Or Budget Considerations The proposed financing is as follows: Street CIP* $ 2,673 $51,500 TOTAL* $54,173 *To be paid back through special assessments City Council Regular Meeting Executive Summary City of Golden Valley April 5, 2022 3 Recommended Action 1. Motion to adopt Resolution No. 22-033 accepting the Feasibility Report and Order Construction of Certain Proposed Public Improvements for Residential Street Light District and Overhead Utility Line Burial on Spring Valley Road. 2. Motion to adopt Resolution No. 22-034 accepting special assessments for residential streetlight district. 3. Motion to adopt Resolution No. 22-035 accepting special assessments for overhead utility line burial. 4. Approve Agreement with Xcel Energy for Overhead to Underground Utility Line Burial on Spring Valley Road Supporting Documents • Feasibility Report (14 pages) • Resolution No. 22-033 Accepting Feasibility Report and Ordering Improvements (2 page2) • Resolution No. 22-034 Accepting Residential Streetlight District Assessments (2 page) • Resolution No. 22-035 Accepting Overhead Utility Line Burial Assessments (2 page) • Statement of Work Agreement with Xcel Energy (5 pages) R.J. Kakach, PE, Assistant City Engineer CITY OF GOLDEN VALLEY FEASIBLITY REPORT SPRING VALLEY ROAD STREETLIGHT AND OVERHEAD UTILITY LINE BURIAL APRIL 5, 2022 i TABLE OF CONTENTS Page INTRODUCTION ............................................................................................................. 1 PROJECT LEGAL DESCRIPTION ................................................................................. 1 EXISTING CONDITIONS ................................................................................................ 2 Streetlights ............................................................................................................................. 2 Overhead Utilities ................................................................................................................... 2 PROPOSED IMPROVEMENTS ...................................................................................... 2 Streetlights ............................................................................................................................. 2 Burial of Overhead Utilities ..................................................................................................... 2 ESTIMATED COSTS AND PROJECT FINANCING ....................................................... 3 Estimated Project Costs ......................................................................................................... 3 Streetlight Costs .................................................................................................................................................. 3 Burial of Overhead Utilties Costs ......................................................................................................................... 3 Proposed Project Financing ................................................................................................... 3 Special Assessments .......................................................................................................................................... 3 Streetlights........................................................................................................................................................... 3 Overhead Utility Line Burial ................................................................................................................................. 4 SUMMARY AND RECOMMENDATIONS ....................................................................... 4 ii LIST OF EXHIBITS Exhibit 1 – Spring Valley Road Proposed Residential Streetlight District Exhibit 2 – Overhead Utility Line Burial Map Streetlights Assessment Roll Overhead Utility Line Burial Assessment Roll 1 INTRODUCTION In 2018, a resident along Spring Valley Road requested the removal and replacement of three traditional cobrahead style street lights with new ornamental style street lights as part of an overhead to underground utility line burial project between Angelo Drive and 1420 Spring Valley Road. Petitions were routed for the new residential streetlight district and the overhead to underground utility line burial. The feasibility report will discuss the existing conditions of the street lights within the project area. In addition, the report will discuss the proposed project design, estimated project costs, and the proposed financing, including a preliminary special assessment roll. PROJECT LEGAL DESCRIPTION Streetlights Three ornamental light poles installed on the lot lines of the following properties listed below: 1318 and 1320 Spring Valley Road 1334 and 1400 Spring Valley Road 1410 and 1420 Spring Valley Road Overhead Utility Lines All properties abutting Spring Valley Road between Angelo Drive and 1410 Spring Valley Road within the City of Golden Valley, Hennepin County for the burial of overhead utility lines along Spring Valley Road: 1318 Spring Valley Road 1320 Spring Valley Road 1326 Spring Valley Road 1334 Spring Valley Road 1400 Spring Valley Road 1410 Spring Valley Road 2 EXISTING CONDITIONS Streetlights There are three existing wooden pole cobrahead style street lights along the project corridor that are located within the existing Residential Street Light District 39. All three poles are owned and operated by Xcel Energy Outdoor Lighting Division and were upgraded to Light Emitting Diode (LED) fixtures in 2018. The poles are located on the lot lines of the following properties: • 1318 and 1320 Spring Valley Road • 1334 and 1400 Spring Valley Road • 1410 and 1420 Spring Valley Road Overhead Utilities Xcel Energy owns and maintains overhead electric lines along Spring Valley Road hung on wooden poles throughout the City right of way. Other private utilities, including communications lines, are mounted on the wooden poles. PROPOSED IMPROVEMENTS This portion of the feasibility report will focus on the proposed design of the project. The estimated project costs and project financing will be discussed later in this report. Streetlights Three ornamental light poles will be installed on the lot lines of the following properties listed below: • 1318 and 1320 Spring Valley Road • 1334 and 1400 Spring Valley Road • 1410 and 1420 Spring Valley Road New underground electrical service will be installed in conduit to power the light fixture at each pole. Each property within the new residential streetlight district will be subject to the quarterly street light utility charge as established in the City’s fee ordinance. Burial of Overhead Utilities Overhead utility lines, including telecommunications and Xcel Energy, will be buried between Angelo Drive and 1420 Spring Valley Road. Existing wooded poles supporting these lines will be removed. The areas disturbed by the burial, via trenching or directional drilling, will be restored with seed. 3 ESTIMATED COSTS AND PROJECT FINANCING Estimated Project Costs The estimated costs for the improvements outlined in this report are separated by the type of work and funding sources. These categories include streetlights and overhead utility line burial. The estimated project costs include construction costs and an estimated 7 percent administrative cost. Discussion on the financing and funding sources for the proposed improvements is included in the next section of this report. Streetlight Costs The estimated streetlight costs include installation of three new streetlights and all associated electrical work. Estimated Construction Costs = $ 2,498 Estimated 7% Admin Costs = $ 175 Estimated Streetlight Total = $ $2,673 Burial of Overhead Utilities Costs The estimated burial of overhead utilities costs includes all work associated with burying the overhead electric lines including restoration. Overhead telecommunications lines will be buried at the provider’s costs, consistent with past public improvement projects. Estimated Construction Costs = $ 48,130 Estimated 7% Admin Costs = $ 3,370 Estimated Overhead Burial Total = $ 51,500 Proposed Project Financing The proposed financing of these projects are 100 percent special assessments to properties abutting improvement areas. Special Assessments The proposed special assessments for the Spring Valley Road Streetlight and Overhead to Underground Utility Line Burial are consistent with the City of Golden Valley Special Assessment Policy and Minnesota Statutes, Chapter 429. The use of special assessments for financing public improvement projects is outlined in Minnesota Statutes, Chapter 429. Streetlights The preliminary special assessment rate of $191 per unit with 14 units for a total cost of $2,673. 4 Overhead Utility Line Burial The preliminary special assessment rate of $8,583 per unit with 6 units for a total cost of $51,500. Based upon the current schedule for the project, it is anticipated that the Xcel Energy agreement authorization and the Public Hearings for the Special Assessments and Projects will be held at the April 5, 2022 City Council Meeting. As shown on Appendix A: Streetlights Preliminary Special Assessment Roll, the estimated amount of streetlight costs to be financed through special assessments is $2,673. As shown on Appendix B: Overhead Utility Line Burial Preliminary Special Assessment Roll, the estimated amount of burial costs to be financed through special assessments is $51,500. SUMMARY AND RECOMMENDATIONS This feasibility report for the proposed Spring Valley Road Streetlighting and Overhead to Underground Utility Line Burial Project has been prepared in accordance with the Golden Valley City Council’s order on August 4, 2021. Engineering staff has determined that the improvements outlined in this report are feasible from an engineering perspective. These improvements should be constructed simultaneously and if one portion of the project is not approved, neither shall be approved. The cost-effectiveness of the proposed improvements should be determined by the City Council. Staff recommends approval of the Spring Valley Road Streetlighting and Overhead to Underground Utility Line Burial, as discussed within this report. Staff further recommends that the City Council authorize associated agreements with Xcel Energy and Xcel Energy Outdoor Lighting. Exhibits Exhibit 1 – Spring Valley Road Proposed Residential Streetlight District Exhibit 2 – Overhead Utility Line Burial Map !³ !³ !³ !³ !³ !³Angelo DrSpring Valley Rd Winsdale St St Croix Cir 1546 1460 1530 1440 1455494549374931 144814301449 1550 5025 4901 1444 1410 1415 1416 1431 1400 1401 1410 1325 131913151330 1334 1538 1250 1242 1230 1300 1326 1318 1320 1200 1422 1445 1305 1400 1420 0 150 30075Feetby the City of Golden Valley, 3/22/2021 I Spring Valley Rd Street Light Improvements Light Fixture !³Cobra Head !Upgrade to Decorative Light Street Lighting District Existing RSL 39 New District for Decorative Lighting !³ !³ !³ !³ !³ Spring Valley Rd Angelo Dr144814301449 1410 1415 1416 1431 1400 1401 1410 1325 1319 1315 1330 1334 1250 1300 1326 1318 1320 1422 1445 1305 1400 0 100 20050Feetby the City of Golden Valley, 12/12/2018 I Spring Valley RdOverhead to Under gr ound Conver sion !³Streetlight Electric Line, Propose d Burial RESIDENTIAL ASSESSMENT RATE=$190.93 NO. OF PROPERTIES 14 PID Property Owner HOUSE NO.STREET LEVIED ASSMTS TOTAL ASSMTS 1802924340011 JOY A BALEISIS 1315 SPRING VALLEY ROAD $190.93 $190.93 1802924340007 CHRISTY GAY LUECK REV TRUST 1318 SPRING VALLEY ROAD $190.93 $190.93 1802924340012 G J MEIER & T R STREICH 1319 SPRING VALLEY ROAD $190.93 $190.93 1802924340054 ROSE ANNE BENGSTON TRE ET AL 1320 SPRING VALLEY ROAD $190.93 $190.93 1802924340010 ENTRUST GROUP 1325 SPRING VALLEY ROAD $190.93 $190.93 1802924340055 WASCHEK FAMILY TRUST 1326 SPRING VALLEY ROAD $190.93 $190.93 1802924340003 CAROL M BEMIS ET AL TRUSTEES 1334 SPRING VALLEY ROAD $190.93 $190.93 1802924340053 SCOTT EASTMAN 1400 SPRING VALLEY ROAD $190.93 $190.93 1802924340033 J & L KETOKOSKI 1401 SPRING VALLEY ROAD $190.93 $190.93 1802924340052 STEPHEN & KATHERINE MAHLE 1410 SPRING VALLEY ROAD $190.93 $190.93 1802924340032 NATHAN & ERIN PLASCH 1415 SPRING VALLEY ROAD $190.93 $190.93 1802924340040 ROGER A PETERS & LORNA REICHL 1420 SPRING VALLEY ROAD $190.93 $190.93 1802924340031 JOHN MCKINLEY & GARY GRONSTED 1431 SPRING VALLEY ROAD $190.93 $190.93 1802924340030 JUDITH BELL & BETH GLOMMEN 1445 SPRING VALLEY ROAD $190.93 $190.93 TOTAL $2,673.02 Preliminary Special Assessment Roll CITY OF GOLDEN VALLEY SPRING VALLEY ROAD STREETLIGHT IMPROVEMENT RESIDENTIAL ASSESSMENT RATE=$8,583.33 NO. OF PROPERTIES 6 PID Property Owner HOUSE NO.STREET LEVIED ASSMTS TOTAL ASSMTS 1802924340007 CHRISTY GAY LUECK REV TRUST 1318 SPRING VALLEY ROAD $8,583.33 $8,583.33 1802924340054 ROSE ANNE BENGTSON TRE ET AL 1320 SPRING VALLEY ROAD $8,583.33 $8,583.33 1802924340055 WASCHEK FAMILY TRUST 1326 SPRING VALLEY ROAD $8,583.33 $8,583.33 1802924340003 CAROL M BEMIS ET AL TRUSTEES 1334 SPRING VALLEY ROAD $8,583.33 $8,583.33 1802924340053 SCOTT EASTMAN 1400 SPRING VALLEY ROAD $8,583.33 $8,583.33 1802924340052 STEPHEN & KATHERINE MAHLE 1410 SPRING VALLEY ROAD $8,583.33 $8,583.33 TOTAL $51,499.98 Preliminary Special Assessment Roll CITY OF GOLDEN VALLEY SPRING VALLEY ROAD BURIAL IMPROVEMENT Resolution #22-033 RESOLUTION ACCEPTING FEASIBILITY STUDY AND ORDERING CONSTRUCTION OF CERTAIN PROPOSED PUBLIC IMPROVEMENTS ON SPRING VALLEY ROAD RESIDENTIAL STREET LIGHT DISTRICT AND OVERHEAD UTILITY LINE BURIAL WHEREAS, pursuant to resolution of the council No. 22-033 adopted April 5, 2022, a report has been prepared by the City Engineer (the “Feasibility Study”) with reference to the proposed Improvements for Residential Street Light District and Overhead Utility Line Burial on Spring Valley Road, the improvement of the following: Residential Street Light District Three ornamental light poles installed on the lot lines of the following properties listed below: 1318 and 1320 Spring Valley Road 1334 and 1400 Spring Valley Road 1410 and 1420 Spring Valley Road Overhead Utility Line Burial Overhead utility lines buried in front of the following properties listed below: 1318 Spring Valley Road 1320 Spring Valley Road 1326 Spring Valley Road 1334 Spring Valley Road 1400 Spring Valley Road 1410 Spring Valley Road WHEREAS, the Feasibility Study provides information regarding whether the proposed improvement is necessary, cost-effective, and feasible; whether it should best be made as proposed or in connection with some other improvement; the estimated cost of the improvement as recommended; and a description of the methodology used to calculate individual assessments for affected parcels; and WHEREAS, a council hearing was held on this public improvement on this day (April 5, 2022) at 6:30 pm The meeting was held via Webex in accordance with the local emergency declaration made by the City of Golden Valley under Minnesota Statute, section 12.37, ten days’ mailed notice and two weeks’ published notice of the hearing was given, and all persons desiring to be heard were given an opportunity to be heard thereon. NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF GOLDEN VALLEY, MINNESOTA: 1. The Feasibility Study is hereby approved. Resolution No. 22-033 -2- April 5, 2022 2. Such improvement is necessary, cost-effective, and feasible as detailed in the feasibility report. 3. Such improvement is hereby ordered. 4. The City Engineer is hereby designated as the engineer for this improvement. The engineer shall prepare plans and specifications for the making of such improvement. 5. The council will consider the assessment of abutting properties for at least 20% of the cost of the streetlight improvements pursuant to Minnesota Statutes, Chapter 429 at an estimated total cost of the improvement of $2,673. 6. The council will consider the assessment of abutting properties for at least 20% of the cost of the overhead utility line burial improvements pursuant to Minnesota Statutes, Chapter 429 at an estimated total cost of the improvement of $51,500. Adopted by the City Council of Golden Valley, Minnesota this 5th day of April 2022. _____________________________ Shepard M. Harris, Mayor ATTEST: _____________________________ Theresa Schyma, City Clerk RESOLUTION 22-034 RESOLUTION ADOPTING AND CONFIRMING ASSESSMENTS FOR PUBLIC IMPROVEMENTS FOR SPRING VALLEY ROAD RESIDENTIAL STREET LIGHT (RSL) 231 IMPROVEMENT 1. The amount proper and necessary to be specially assessed at this time for various public improvements: Project Years Interest Rate First Year Levy Total Assessed 2022 Improvement for Spring Valley Road Residential Street Light (RSL) 10 4% 2023 $2,673.02 against every assessable lot, piece, or parcel of land affected thereby has been duly calculated upon the basis of benefits, without regard to cash valuation, in accordance with the provisions of Minnesota Statutes, Chapter 429, and notice has been duly published, as required by law that this Council would meet to hear, consider and pass upon all objections, if any, and said proposed assessment has at all time since its filing been open for public inspection and an opportunity has been given to all interested persons to present their objections if any, to such proposed assessments. 2. This Council, having heard and considered all objections so presented, finds that each of the lots, pieces and parcels of land enumerated in the proposed assessment was and is specially benefited by the construction of said improvement in not less than the amount of the assessment set opposite the description of each such lot, piece and parcel of land respectively, and such amount so set out is hereby levied against each of the respective lots, pieces and parcels of land therein described. 3. The proposed assessments are hereby adopted and confirmed as the proper assessments for each of said lots, pieces and parcels of land respectively, and the assessment against each parcel, together with interest at the rate of four (4) percent per annum accruing on the full amount thereof unpaid, shall be a lien concurrent with general taxes upon parcel and all thereof. The total amount of each such assessment not prepaid shall be payable in equal annual principal installments extending over a period of years, as indicated in each case. The first of said installments, together with interest on the entire assessment for the period of January 1, 2023, through December 31, 2023, will be payable with general taxes for the year of 2022, collectible in 2023, and one of each of the remaining installments, together with one year’s interest on that and all other unpaid installments, will be paid with general taxes for each consecutive year thereafter until the entire assessment is paid. 4. Prior to certification of the assessment to the County Auditor, the owner of any lot, piece or parcel of land assessed hereby may at any time pay the whole such Resolution 22-034 - Continued April 5, 2022 assessment, with interest to the date of payment, to the City Treasurer, but no interest shall be charged if such payment is made by November 14, 2022. 5. The City Clerk shall, as soon as may be, prepare and transmit to the County Auditor a certified duplicate of the assessment roll, with each installment and interest on each unpaid assessment set forth separately, to be extended upon the proper tax lists of the County and the County Auditor shall thereafter collect said assessment in the manner provided by law. _____________________________ Shepard M. Harris, Mayor ATTEST: _____________________________ Theresa Schyma, City Clerk RESOLUTION 22-035 RESOLUTION ADOPTING AND CONFIRMING ASSESSMENTS FOR IMPROVEMENT SPRING VALLEY ROAD OVERHEAD TO UNDERGROUND CONVERSION 1. The amount proper and necessary to be specially assessed at this time for public improvements: Project Years Interest Rate First Year Levy Total Assessed 2022 Improvement for Spring Valley Road Overhead to Underground Conversion 10 4% 2023 $51,499.98 against every assessable lot, piece, or parcel of land affected thereby has been duly calculated upon the basis of benefits, without regard to cash valuation, in accordance with the provisions of Minnesota Statutes, Chapter 429, and notice has been duly published, as required by law that this Council would meet to hear, consider and pass upon all objections, if any, and said proposed assessment has at all time since its filing been open for public inspection and an opportunity has been given to all interested persons to present their objections if any, to such proposed assessments. 2. This Council, having heard and considered all objections so presented, finds that each of the lots, pieces and parcels of land enumerated in the proposed assessment was and is specially benefited by the construction of said improvement in not less than the amount of the assessment set opposite the description of each such lot, piece and parcel of land respectively, and such amount so set out is hereby levied against each of the respective lots, pieces and parcels of land therein described. 3. The proposed assessments are hereby adopted and confirmed as the proper assessments for each of said lots, pieces and parcels of land respectively, and the assessment against each parcel, together with interest at the rate of four (4) percent per annum accruing on the full amount thereof unpaid, shall be a lien concurrent with general taxes upon parcel and all thereof. The total amount of each such assessment not prepaid shall be payable in equal annual principal installments extending over a period of years, as indicated in each case. The first of said installments, together with interest on the entire assessment for the period of January 1, 2022 through December 31, 2022, will be payable with general taxes for the year of 2022, collectible in 2023, and one of each of the remaining installments, together with one year's interest on that and all other unpaid installments, will be paid with general taxes for each consecutive year thereafter until the entire assessment is paid. 4. Prior to certification of the assessment to the County Auditor, the owner of any lot, piece or parcel of land assessed hereby may at any time pay the whole such assessment, with interest to the date of payment, to the City Treasurer, but no interest shall be charged if such payment is made by November 14, 2022. Resolution 22-035 - Continued April 5, 2022 5. The City Clerk shall, as soon as may be, prepare and transmit to the County Auditor a certified duplicate of the assessment roll, with each installment and interest on each unpaid assessment set forth separately, to be extended upon the proper tax lists of the County and the County Auditor shall thereafter collect said assessment in the manner provided by law. Shepard M. Harris, Mayor ATTEST: Theresa Schyma, City Clerk Golden Valley City Council Meeting April 5, 2022 Agenda Item 4. C. Preliminary Plan for Minor Lot Consolidation for 428 Sunnyridge Lane and Associated Subdivision Code Variance Prepared By Myles Campbell, Planner Summary 428 Sunnyridge Lane is the current address for a single-family home built in 1920 as part of the Glenwood Addition. While having a single home and property address, the underlying land is two separate platted parcels, both 40 feet in width, across which the existing home spans. The home was allowed to be built across the shared property line previously due to differences in City Code, and the two parcels were combined under one Property Identification (PID) Number for tax purposes. In 2019, the property owner explored splitting these tax-combined parcels into two 40-foot lots for redevelopment, but received a large amount of negative feedback for this proposal from the neighborhood. They now propose to redevelop the lot as a single parcel by removing the existing home on site and constructing a new home in its place. Because the underlying parcels are still technically separate, they must first be formally replatted in order to be developed with a completely new structure. The applicant is requesting the two lots be consolidated into one lot via the requirements of the City subdivision code, Chapter 109. Additionally, due to requirements for corner lots in code Sec. 109-149, subd. B, they are also requesting the approval of a subdivision variance. Staff Review Residential Lot Requirements Changes to the minimum lot area requirement of the Subdivision chapter in the City Code made in 2015 require a calculation of the average lot size of all residential lots within 250 feet of the subject property in the Single-Family Residential (R-1) Zoning District. If the average is greater than 18,000 square feet, the new required minimum lot size increases to 15,000 square feet. If the average is less than 18,000 square feet, the required minimum lot size remains at 10,000 square feet. For 428 Sunnyridge, 20 single-family zoned lots were within 250 feet, and the average size of the lots was approximately 8,247 square feet. Therefore, the required minimum lot size for the new lot would remain at 10,000 square feet. Combined the two parcels have an area of 10,144 sq. ft. meeting this minimum lot area requirement. City Council Regular Meeting Executive Summary City of Golden Valley April 5, 2022 2 City Code requires that new lots have a minimum of 80 feet of width at the front setback line and maintain 80 feet of width for 70 feet of depth. While this lot would satisfy this requirement, being uniformly 80 feet in width, the subdivision code lays out an additional requirement for new corner lots, stating they must provide 100 feet in width. Given that the two preexisting platted lots are unable to meet this secondary requirement, a variance is necessary for the subdivision to be approved (see Evaluation of Variance Request below) in order to allow the lot to be platted at only 80 feet in width. Engineering staff noted that the owner will need to determine which public utility connections to use for the new build, and that the eventual home would need to be built in compliance with the City’s Inflow and Infiltration requirement. They also noted that a Tree and Landscape permit would need to be pulled at that time, to account for any loss of trees during demolition/construction. The Fire Department had no comments on this subdivision. Minor Consolidation Eligibility In the City’s subdivision code there are three conditions for a request to be considered for a minor subdivision/consolidation action: 1. The land to be subdivided or consolidated must be part of a recorded plat or a recorded registered land survey (RLS). 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 properties meet all three conditions to be eligible for a minor action. Platted in 1915, creating a single parcel, and since no new public roads or utilities are required, the site would require no new public investment. Qualification Governing Approval as a Minor Consolidation 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 conditionally met. The new lot would require a subdivision variance given that it cannot meet the subdivision code requirement in Sec. 109-149, Subd. B, that calls for corner lots to have 100’ in width. City Council Regular Meeting Executive Summary City of Golden Valley April 5, 2022 3 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 lot is buildable, due to the lack of any significant 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 lot, however no new city infrastructure would be required in order to facilitate the new connections. 4. Approval shall be conditioned on the granting of easements for necessary public purposes. Standard conditionally met. There are no existing utility easements over the site, however easements along the boundary of the new property may be a condition of final plat approval depending on the review of nearby infrastructure by City Engineers. 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 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 lot consolidation, and staff is otherwise not aware of any deferred assessments. SAC and WAC fees are only assessed on subdivisions that create new housing units. 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. City Council Regular Meeting Executive Summary City of Golden Valley April 5, 2022 4 Evaluation of Variance Request The proposal requires a variance from the following section of City Subdivision Code: • Sec. 109-149, Lots, Subd. (B) Corner Lots Corner lots shall be platted at least 20 feet wider than the required minimum lot width as required by Chapter 113. The City, through its Planning Commission and City Council, may grant variances from the Subdivision chapter of the City Code if all of the following conditions outlined in Section 109-5 (a)(1) exist. In addition, the Council must consider the nature of the proposed use and of the existing use of land in the vicinity, the number of persons to reside in the proposed subdivision, and the probable effect of the proposed subdivision upon traffic conditions in the vicinity. In granting a variance, the Council may prescribe conditions necessary to protect the public interest. 1. There are special circumstances so that the strict application of the requirements would create unusual hardship and deprive the applicant of reasonable use of the land. Economic difficulty or inconvenience shall not constitute a hardship. In this case, the lot has been used as a single-family lot for now over a century with the existing width. However, under a strict interpretation of subdivision code, this lot could only be continued in its existing legally non-conforming form, rather than redeveloped. To staff, this meets the intention of “unusual hardship” as the code is restricting a land use which has been successful in this location for decades. 2. The variance is necessary for the preservation and enjoyment of a substantial property right of the petitioner. The absence of a variance from the lot width requirement would prevent the intended consolidation of the property, depriving the property owner of a substantial property right. 3. The granting of the variance will not be detrimental to the public welfare or injurious to other property in the neighborhood. The granting of the variance would not be injurious to other property in the neighborhood, as the proposed home after consolidation would improve the existing setback situation along Woodstock. In addition, this consolidation and variance is being sought due to neighborhood pushback on plans to develop the underlying 40-foot lots, and has seen support at the neighborhood meeting held for the consolidation. Staff believes the proposed use of land is consistent with the Low Density Residential guidance of the 2040 Comprehensive Plan and with the surrounding single-family residential properties. While any construction work in a residential neighborhood will have short-term impacts, staff believe the consolidation and variance would not have a negative effect on traffic conditions in the vicinity. Planning Commission Discussion The Planning Commission held an informal public hearing on this topic at their March 14, 2021 meeting. Commissioners were overall supportive of the proposal, with a few noting that they felt the 100’ width requirement for corner lots seemed unnecessary. There were no public comments on this item. The Commission recommended approval of both the consolidation and the associated variance. Financial Or Budget Considerations None. City Council Regular Meeting Executive Summary City of Golden Valley April 5, 2022 5 Recommended Action Based on the findings above, staff recommends approval of a variance of 20 feet off of the required 100 feet to a lot width of 80 feet. If the variance is approved, then based on the findings above staff recommends approval of the minor consolidation at 428 Sunnyridge Lane subject to the following conditions: 1. Engineering staff will determine if the dedication of new drainage and utility easements are necessary prior to approval of the final plat. 2. The City Attorney will determine if a title review is necessary prior to approval of the final plat. If the variance is not approved, the lot width requirement cannot be met and therefore staff recommends denial of the minor consolidation with a finding that the proposal does not meet the Minimum Dimension Requirements of the Subdivision Code. Supporting Documents • Memo to Planning Commission dated 3/14/22 (6 Pages) • Preliminary Plat (1 Page) • Additional Site Plans (3 Pages) 1 Date: March 14, 2021 To: Golden Valley Planning Commission From: Myles Campbell, Planner Subject: Informal Public Hearing on Preliminary Plan for Minor Consolidation of 428 Sunnyridge Lane and Associated Subdivision Code Variance Property address: 428 Sunnyridge Lane Applicant: Greenwood Design Build, LLC Property Owner: Greenwood Design Build, LLC Zoning District: Single-Family Residential (R-1) Lot size: 10,144 square feet (.23 acres) Current use: Low Density-Residential Future land use: Low Density-Residential Adjacent uses: Single-Family Residential, Medium Density Residential 2018 aerial photo (Hennepin County) 2 Summary 428 Sunnyridge Lane is the current address for a single-family home built in 1920 as part of the Glenwood Addition. While having a single home and property address, the underlying land is two separate platted parcels, both 40 feet in width, across which the existing home spans. The home was allowed to be built across the shared property line previously due to differences in City Code, and the two parcels were combined under one Property Identification (PID) Number for tax purposes. In 2019, the property owner explored splitting these tax-combined parcels into two 40-foot lots for redevelopment, but received a large amount of negative feedback for this proposal from the neighborhood. They now propose to redevelop the lot as a single parcel by removing the existing home on site and constructing a new home in its place. Because the underlying parcels are still technically separate, they must first be formally replatted in order to be developed with a completely new structure. The applicant is requesting the two lots be consolidated into one lot via the requirements of the City subdivision code, Chapter 109. Additionally, due to requirements for corner lots in code Sec. 109-149, subd. B, they are also requesting the approval of a subdivision variance. Existing Conditions As mentioned above, the lot today is the location of an existing single-family home. The footprint of the home can be seen in the image to the left. The site today is considered legally non-conforming, both from the perspective of the home being built over property lines, but also in regard to other aspects of our modern code such as the 2.4’ setback from the street-side property line along Woodstock, and the multiple curb cuts for a single family lot. The lot is 10,144 sq. ft. and is considered a corner lot facing both Sunnyridge and Woodstock Ave. There are two sewer and water connections existing, in the case of sewer one coming off Woodstock and the other off of Sunnyridge. As part of the building permit process for an eventual new home, one of these two services would likely need to be vacated. 3 Neighborhood Meeting Notices for a neighborhood meeting hosted by the applicant were sent out prior to the public hearing at Planning Commission. Because the request included a subdivision variance, a meeting was required rather than a simple notice. The meeting was hosted on March 2nd, and was attended by 3 residents from the neighborhood. Residents had some questions and comments for the applicant but generally were supportive of the decision to combine the parcels and redevelop them as a single-family property. Staff Review Residential Lot Requirements Changes to the minimum lot area requirement of the Subdivision chapter in the City Code made in 2015 require a calculation of the average lot size of all residential lots within 250 feet of the subject property in the Single-Family Residential (R-1) Zoning District. If the average is greater than 18,000 square feet, the new required minimum lot size increases to 15,000 square feet. If the average is less than 18,000 square feet, the required minimum lot size remains at 10,000 square feet. For 428 Sunnyridge, 20 single-family zoned lots were within 250 feet, and the average size of the lots was approximately 8,247 square feet. Therefore, the required minimum lot size for the new lot would remain at 10,000 square feet. Combined the two parcels have an area of 10,144 sq. ft. meeting this minimum lot area requirement. City Code requires that new lots have a minimum of 80 feet of width at the front setback line and maintain 80 feet of width for 70 feet of depth. While this lot would satisfy this requirement, being uniformly 80 feet in width, the subdivision code lays out an additional requirement for new corner lots, stating they must provide 100 feet in width. Given that the two preexisting platted lots are unable to meet this secondary requirement, a variance is necessary for the subdivision to be approved (see Evaluation of Variance Request below) in order to allow the lot to be platted at only 80 feet in width. Engineering staff noted that the owner will need to determine which public utility connections to use for the new build, and that the eventual home would need to be built in compliance with the City’s Inflow and Infiltration requirement. They also noted that a Tree and Landscape permit would need to be pulled at that time, to account for any loss of trees during demolition/construction. The Fire Department had no comments on this subdivision. Minor Consolidation Eligibility In the City’s subdivision code there are three conditions for a request to be considered for a minor subdivision/consolidation action: 1. The land to be subdivided or consolidated must be part of a recorded plat or a recorded registered land survey (RLS). 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. 4 3. The subdivision or consolidation shall not necessitate any additional public investment in new roads or utilities to serve the lots. The subject properties meets all three conditions to be eligible for a minor action. Platted in 1915, creating a single parcel, and since no new public roads or utilities are required, the site would require no new public investment. Qualification Governing Approval as a Minor Consolidation 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 conditionally met. The new lot would require a subdivision variance given that it cannot meet the subdivision code requirement in Sec. 109-149, Subd. B, that calls for corner lots to have 100’ in width. 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 lot is buildable, due to the lack of any significant 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 lot, however no new city infrastructure would be required in order to facilitate the new connections. 4. Approval shall be conditioned on the granting of easements for necessary public purposes. Standard conditionally met. There are no existing utility easements over the site, however easements along the boundary of the new property may be a condition of final plat approval depending on the review of nearby infrastructure by City Engineers. 5. Approval may be conditioned on the requirements of outside public agencies with jurisdiction on adjacent streets. Not applicable. 5 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 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 lot consolidation, and staff is otherwise not aware of any deferred assessments. SAC and WAC fees are only assessed on subdivisions that create new housing units. 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. Evaluation of Variance Request The proposal requires a variance from the following section of City Subdivision Code: • Sec. 109-149, Lots, Subd. (B) Corner Lots Corner lots shall be platted at least 20 feet wider than the required minimum lot width as required by Chapter 113. The City, through its Planning Commission and City Council, may grant variances from the Subdivision chapter of the City Code if all of the following conditions outlined in Section 109-5 (a)(1) exist. In addition, the Council must consider the nature of the proposed use and of the existing use of land in the vicinity, the number of persons to reside in the proposed subdivision, and the probable effect of the proposed subdivision upon traffic conditions in the vicinity. In granting a variance, the Council may prescribe conditions necessary to protect the public interest. 1. There are special circumstances so that the strict application of the requirements would create unusual hardship and deprive the applicant of reasonable use of the land. Economic difficulty or inconvenience shall not constitute a hardship. In this case, the lot has been used as a single- family lot for now over a century with the existing width. However, under a strict interpretation of subdivision code, this lot could only be continued in its existing legally non-conforming form, rather than redeveloped. To staff, this meets the intention of “unusual hardship” as the code is restricting a land use which has been successful in this location for decades. 6 2. The variance is necessary for the preservation and enjoyment of a substantial property right of the petitioner. The absence of a variance from the lot width requirement would prevent the intended consolidation of the property, depriving the property owner of a substantial property right. 3. The granting of the variance will not be detrimental to the public welfare or injurious to other property in the neighborhood. The granting of the variance would not be injurious to other property in the neighborhood, as the proposed home after consolidation would improve the existing setback situation along Woodstock. In addition, this consolidation and variance is being sought due to neighborhood pushback on plans to develop the underlying 40-foot lots, and has seen support at the neighborhood meeting held for the consolidation. Staff believes the proposed use of land is consistent with the Low Density Residential guidance of the 2040 Comprehensive Plan and with the surrounding single-family residential properties. While any construction work in a residential neighborhood will have short-term impacts, staff believe the consolidation and variance would not have a negative effect on traffic conditions in the vicinity. Recommended Action Based on the findings above, staff recommends approval of a variance of 20 feet off of the required 100 feet to a lot width of 80 feet. If the variance is approved, then based on the findings above staff recommends approval of the minor consolidation at 428 Sunnyridge Lane subject to the following conditions: 1. Engineering staff will determine if the dedication of new drainage and utility easements are necessary prior to approval of the final plat. 2. The City Attorney will determine if a title review is necessary prior to approval of the final plat. If the variance is not approved, the lot width requirement cannot be met and therefore staff recommends denial of the minor consolidation with a finding that the proposal does not meet the Minimum Dimension Requirements of the Subdivision Code. Attachments Preliminary Plat (1 Page) Additional Site Plans (3 Pages) Golden Valley City Council Meeting April 5, 2022 Agenda Item 4. D. Public Hearing – Central Park West PUD No. 121, Amendment No. 5 – 1653 Utica Avenue South Prepared By Jason Zimmerman, Planning Manager Summary OP4 SLP LLC is applying for a Major PUD Amendment to modify the existing property lines associated with Outlot A within Central Park West PUD No. 121. Specifically, they propose to create a new outlot, Outlot B, which would house the existing Metropolitan Council Environmental Services (MCES) lift station facility and allow MCES to obtain fee title to the land that the lift station occupies. No physical changes are being proposed. The Planning Commission considered this application at its regular meeting on March 14, 2022, and recommended approval of the amendment (5-0-1). If the City Council votes to approve the amendment, staff would work with the applicant to prepare a final plat, an updated PUD Permit, and any other legal documents, and bring them back to the Council for consideration at a future meeting. Background and Existing Conditions PUD 121 was created in 2016 to encompass a number of proposed buildings along the Golden Valley - St. Louis Park border. To date, two six-story multifamily buildings, a six-story hotel, and an eleven-story office building with associated parking ramp have been constructed. A second eleven-story office building and parking ramp expansion are anticipated in the near future. A privately-owned but publicly- accessible park provides open space and public art within the PUD. The project is unique in that some buildings cross municipal boundaries; a shared service agreement between the two Cities provides clarity on how issues such as permitting, inspections, and licensing are handled. The existing MCES lift station was constructed in 2015 and helps pump potential overflow from the local gravity line into the regional forcemain that flows north and east through Golden Valley. Proposal The Met Council would like to own the land under the lift station which is currently protected by a drainage and utility easement. The proposed plat would create a new Outlot B of 0.064 acres (2,772 square feet) adjacent to the municipal boundary. The size of Outlot A would be reduced by the same City Council Regular Meeting Executive Summary City of Golden Valley April 5, 2022 2 amount. The address of the new lot has been established as 1600 State Highway 100 Frontage Road. A future office building, 20 West End, and associated parking ramp are anticipated to begin construction on Outlot A in the near future. Neither structure would be impacted by this proposal. Evaluation As detailed in the March 14 staff memo to the Planning Commission, the amendment would require fairly minor elements of flexibility from the City’s standard zoning regulations – mostly centered around lot size and setbacks. Engineering and Fire staff provided comments that have been incorporated into the attached conditions. Due to the unique circumstances related to the Central Park West PUD, both St. Louis Park and Golden Valley are required to approve any amendments. The St. Louis Park City Council reviewed the Preliminary and Final Plat of CENTRAL PARK WEST P.U.D. No. 121 THIRD ADDITION on February 7, 2022, and approved it unanimously. Findings In order approve an amendment to a PUD, the City must be able to make certain findings as outlined in Section 113-123, Subd. (c)(2) of the City Code. These findings, along with staff responses, are listed below: Quality Site Planning. The PUD plan must be tailored to the specific characteristics of the site and achieve a higher quality of site planning and design than generally expected under conventional provisions of the zoning chapter. The original PUD plan is tailored to the specific characteristics of the site, such as the proximity to high retaining walls and highway traffic to the north and east and high-density development to the south and west. With flexibility under a PUD in uses allowed, setbacks, height, parking requirements, number of buildings on a lot, and similar requirements, the quality of site planning and design is of higher quality than if each parcel was designed individually under conventional provisions. The PUD encourages creativity and flexibility in land development. The proposed amendment does not alter this finding. Preservation. The PUD plan must preserve and protect substantial desirable portions of the site’s characteristics, open space, and sensitive environmental features including steep slopes, trees, scenic views, creeks, wetlands, and open waters. The current PUD development has replaced a vacant and mostly impervious site with new buildings and extensive landscaping, including a privately-owned but publicly-accessible park complete with public art. The proposed amendment does not alter this finding. Efficient; Effective. The PUD plan must include efficient and effective use of the land (which includes preservation). The PUD plan includes efficient and effective use of the land, and provides development appropriate for a location constrained by highways and other intense developments. The proposed amendment does not alter this finding. Consistency. The PUD plan must result in development that is compatible with adjacent uses and consistent with the Comprehensive Plan and redevelopment plans and goals. The PUD Plan results in development compatible with adjacent uses and is consistent with the Comprehensive Plan and redevelopment plans and goals. High-density office, commercial, and residential uses surround the site to the south and west. Low-density City Council Regular Meeting Executive Summary City of Golden Valley April 5, 2022 3 residential uses are separated from this proposed PUD site by significant highway development. Additional office development in anticipated in the near future. The proposed amendment does not alter this finding. General Health. The PUD plan must be consistent with preserving and improving the general health, safety, and welfare of the people of the city. The PUD plan is consistent with preserving and improving the general health, safety and general welfare of the people of the City. The PUD plan promotes pedestrian and bicycle activity and provides high-quality landscaping additions to the site. The proposed amendment does not alter this finding. Meets Requirements. The PUD plan must meet the intent and purpose provisions of Section 113-123 as well as all other provisions. The PUD plan meets the PUD Intent and Purpose provision and all other PUD ordinance provisions. The PUD provision permits flexibility from other provisions in Chapter 113 of the City Code. This flexibility is permitted in order to promote the intent and purpose of the PUD section of the City Code. The proposed amendment does not alter this finding. Staff recommends approval of Amendment #5 to Central Park West PUD No. 121, the preliminary plat for CENTRAL PARK WEST P.U.D. No. 121 THIRD ADDITION, subject to the following conditions: 1. The address number 1600 shall be installed on the east end of the north façade of the existing lift station building in conformance with Section 103-5 of the City Code prior to release of the final plat. 2. The applicant shall verify that access to the water service is located within the platted easement prior to release of the final plat. This approval is subject to all other state, federal, and local ordinances, regulations, or laws with authority over this development. Financial Or Budget Considerations There are no financial or budgetary consideration for the City. Recommended Action Motion to adopt Ordinance No. 735, Approval of Major PUD Amendment, Central Park West P.U.D. No. 121, Amendment #5. Supporting Documents • Memo to the Planning Commission dated March 14, 2022 (5 pages) • Planning Commission minutes from March 14, 2022 (3 pages) • Preliminary Plat of CENTERAL PARK WEST P.U.D. No. 121 THIRD ADDITION from Sambatek dated June 9, 2020 (1 page) • Ordinance No. 735 Approval of Major PUD Amendment, Central Park West P.U.D. No. 121, Amendment #5 (2 pages) 1 Date: March 14, 2022 To: Golden Valley Planning Commission From: Jason Zimmerman, Planning Manager Subject: Informal Public Hearing – Central Park West PUD No. 121, Amendment #5 – 1653 Utica Avenue South Property address: 1653 Utica Avenue South Property owner: OP4 SLP LLC Applicant: Metropolitan Council Lot size: 3.389 acres (1.34 acres in GV) Zoning district: Office Future land use: Office Current use: Vacant lot and MCES Lift Station Proposed use: Same Adjacent uses: Office (north, west, and south); Highway 100 (east) 2020 aerial photo (Hennepin County) 2 Summary OP4 SLP LLC is applying for a Major PUD Amendment to modify the existing property lines associated with Outlot A within Central Park West PUD No. 121. Specifically, they propose to create a new outlot, Outlot B, which would house the existing Metropolitan Council Environmental Services (MCES) lift station facility and allow MCES to obtain fee title to the land that the lift station occupies. No physical changes are being proposed. Background PUD 121 was created in 2016 to encompass a number of proposed buildings along the Golden Valley ‐ St. Louis Park border. To date, two six‐story multifamily buildings, a six‐story hotel, and an eleven‐story office building with associated parking ramp have been constructed. A second eleven‐ story office building and parking ramp expansion are anticipated in the near future. A privately‐ owned but publicly‐accessible park provides open space and public art within the PUD. The project is unique in that some buildings cross municipal boundaries; a shared service agreement between the two Cities provides clarity on how issues such as permitting, inspections, and licensing are handled. The existing MCES lift station was constructed in 2015 and helps pump potential overflow from the local gravity line into the regional forcemain that flows north and east through Golden Valley. Google Street View photo of the MCES lift station building prior to the construction of 10 West End (August 2017) 3 Proposal The Met Council would like to own the land under the lift station which is currently protected by a drainage and utility easement. The proposed plat would create a new Outlot B of 0.064 acres (2,772 square feet) adjacent to the municipal boundary. The size of Outlot A would be reduced by the same amount. The address of the new lot has been established as 1600 State Highway 100 Frontage Road. A future office building, 20 West End, and associated parking ramp are anticipated to begin construction on Outlot A in the near future. Neither structure would be impacted by this proposal. Evaluation Land Use and Zoning Considerations As a PUD, the City can offer flexibility from the regular zoning requirements in order to achieve a better development. While the existing use (Class I essential services) is permitted by‐right, there are number of dimensional standards that would not be met under the proposed plat. The PUD amendment would require zoning flexibility from the City Code in the following ways: 1) The proposed area of Outlot A would be well below the required minimum of one acre (43,560 sq. ft.). It would also fall short of the minimum lot width of 100 feet. 2) Given the existing structure on the proposed Outlot A, none of the required yard setbacks would be met. 4 3) The required vegetated buffer (one‐half of the depth of the required setback) along the rear yard is not present (an existing condition). Engineering and Fire Safety Considerations As is standard practice for development proposals, plans were reviewed by the City’s Engineering Division. Staff asked that prior to the final plat being prepared, the applicant verify that access to the water service is located within the platted easement. The Fire Department reviewed this proposal and asked that address numbers be mounted on the east end of the building’s north façade to assist emergency services in any response that may be necessary at this location. Section 103‐5 of the City Code requires numbers no less than four inches high, of contrasting color to the background and clearly visible from the street, be installed. Additional Review and Approval Due to the unique circumstances related to the Central Park West PUD, both Cities are required to approve any amendments. The St. Louis Park City Council reviewed the Preliminary and Final Plat of CENTRAL PARK WEST P.U.D. No. 121 THIRD ADDITION on February 7, 2022, and approved it unanimously. Findings In order approve an amendment to a PUD, the City must be able to make the following findings: Quality Site Planning. The PUD plan must be tailored to the specific characteristics of the site and achieve a higher quality of site planning and design than generally expected under conventional provisions of the zoning chapter. The original PUD plan is tailored to the specific characteristics of the site, such as the proximity to high retaining walls and highway traffic to the north and east and high‐density development to the south and west. With flexibility under a PUD in uses allowed, setbacks, height, parking requirements, number of buildings on a lot, and similar requirements, the quality of site planning and design is of higher quality than if each parcel was designed individually under conventional provisions. The PUD encourages creativity and flexibility in land development. The proposed amendment does not alter this finding. Preservation. The PUD plan must preserve and protect substantial desirable portions of the site’s characteristics, open space, and sensitive environmental features including steep slopes, trees, scenic views, creeks, wetlands, and open waters. The current PUD development has replaced a vacant and mostly impervious site with new buildings and extensive landscaping, including a privately‐owned but publicly‐accessible park complete with public art. The proposed amendment does not alter this finding. Efficient; Effective. The PUD plan must include efficient and effective use of the land (which includes preservation). The PUD plan includes efficient and effective use of the land, and provides development appropriate for a location constrained by highways and other intense developments. The proposed amendment does not alter this finding. Consistency. The PUD plan must result in development that is compatible with adjacent uses and consistent with the Comprehensive Plan and redevelopment plans and goals. 5 The PUD Plan results in development compatible with adjacent uses and is consistent with the Comprehensive Plan and redevelopment plans and goals. High‐density office, commercial, and residential uses surround the site to the south and west. Low‐density residential uses are separated from this proposed PUD site by significant highway development. Additional office development in anticipated in the near future. The proposed amendment does not alter this finding. General Health. The PUD plan must be consistent with preserving and improving the general health, safety, and welfare of the people of the city. The PUD plan is consistent with preserving and improving the general health, safety and general welfare of the people of the City. The PUD plan promotes pedestrian and bicycle activity and provides high‐quality landscaping additions to the site. The proposed amendment does not alter this finding. Meets Requirements. The PUD plan must meet the intent and purpose provisions of Section 113‐123 as well as all other provisions. The PUD plan meets the PUD Intent and Purpose provision and all other PUD ordinance provisions. The PUD provision permits flexibility from other provisions in Chapter 113 of the City Code. This flexibility is permitted in order to promote the intent and purpose of the PUD section of the City Code. The proposed amendment does not alter this finding. Recommendation Staff recommends approval of Amendment #5 to Central Park West PUD No. 121, the preliminary plat for CENTRAL PARK WEST P.U.D. No. 121 THIRD ADDITION, subject to the following condition: 1. The address number 1600 shall be installed on the east end of the north façade of the existing lift station building in conformance with Section 103‐5 of the City Code prior to release of the final plat. 2. The applicant shall verify that access to the water service is located within the platted easement prior to release of the final plat. This approval is subject to all other state, federal, and local ordinances, regulations, or laws with authority over this development. Attachments Preliminary Plat of CENTRAL PARK WEST P.U.D. No. 121 THIRD ADDITION from Sambatek dated June 9, 2020 (1 page) City of Golden Valley Planning Commission Regular Meeting March 14, 2022 – 6:30 pm 8 inquiry about ROW being taken/given and using a map, explained the spaces being exchanged between Hennepin County, MNDOT, the City, and the applicant. Chair Pockl opened the hearing at 8:30 pm. There were no in person commenters. There were no callers. Chair Pockl closed the hearing at 8:02 pm. Chair Pockl opened the discussion and started by checking in with staff on level of specificity allowed in the PUD. Commissioner Johnson stated that if the applicant wants to reduce traffic, they need to build a road and expand the PDD. He added the new building appears to be underutilized and expanded on how he looks at the PUD and addressing issues one at a time. Staff responded that expanding the PUD is not dependent on the use becoming educational. Commissioner Ginis added that education uses have a variety of uses to ensure the needs of students are met. Commissioner Segelbaum added that the amendment in 2021 has concern with including the new building without a use specified and now that’s been remedied. It makes sense for the applicant to integrate this building in their PUD. MOTION made by Commissioner Brookins and seconded by Commissioner Segelbaum to recommend approval of the Future Land Use Map amendment to reguide 5300 Glenwood Avenue from Office to Institutional - Assembly Staff took a roll call vote and the motion passed unanimously. MOTION made by Commissioner Brookins and seconded by Commissioner Segelbaum to recommend approval of the Zoning Map amendment to rezone 5300 Glenwood Avenue from Office to Institutional - Assembly (I-A). Staff took a roll call vote and the motion passed unanimously. Commissioners discussed the PUD, student cap, trash and screening, and adding or rolling in conditions. The group went on to discuss other conditions and how the applicant would approach the city if they have other desired changes, wither through a minor or administrative amendment. MOTION made by Commissioner Segelbaum and seconded by Commissioner Brookins to recommend approval of Amendment #6 to Meadowbrook School PUD No. 90, subject to the conditions listed and add those around enrollment cap, traffic changes to be an administrative review, and ensure trash screening is in compliance with zoning code. Staff took a roll call vote and the motion passed unanimously. 5. Informal Public Hearing – Central Park West PUD No. 121 – Major PUD Amendment Applicant: Metropolitan Council Address: 1653 Utica Avenue South City of Golden Valley Planning Commission Regular Meeting March 14, 2022 – 6:30 pm 9 Jason Zimmerman, Planning Manager, reviewed the proposal to subdivide the current Outlot and create a new outlot for the MCES lift station to sit. The new outlot will be 0.064 acres and there are no physical changes. The request is in conjunction with St Louis Park and they approved the preliminary and final plats on February 7th. Findings Quality Site Planning: The original PUD plan is tailored to the specific characteristics of the site, such as the proximity to high retaining walls and highway traffic to the north and east and high-density development to the south and west. With flexibility under a PUD in uses allowed, setbacks, height, parking requirements, number of buildings on a lot, and similar requirements, the quality of site planning and design is of higher quality than if each parcel was designed individually under conventional provisions. The PUD encourages creativity and flexibility in land development. The proposed amendment does not alter this finding. Preservation: The current PUD development has replaced a vacant and mostly impervious site with new buildings and extensive landscaping, including a privately-owned but publicly-accessible park complete with public art. The proposed amendment does not alter this finding. Efficient; Effective: The PUD plan includes efficient and effective use of the land, and provides development appropriate for a location constrained by highways and other intense developments. The proposed amendment does not alter this finding. Consistency: The PUD Plan results in development compatible with adjacent uses and is consistent with the Comprehensive Plan and redevelopment plans and goals. High-density office, commercial, and residential uses surround the site to the south and west. Low-density residential uses are separated from this proposed PUD site by significant highway development. Additional office development in anticipated in the near future. The proposed amendment does not alter this finding. General Health: The PUD Plan results in development compatible with adjacent uses and is consistent with the Comprehensive Plan and redevelopment plans and goals. High-density office, commercial, and residential uses surround the site to the south and west. Low-density residential uses are separated from this proposed PUD site by significant highway development. Additional office development in anticipated in the near future. The proposed amendment does not alter this finding. Meets Requirements: The PUD plan meets the PUD Intent and Purpose provision and all other PUD ordinance provisions. The PUD provision permits flexibility from other provisions in Chapter 113 of the City Code. This flexibility is permitted in order to promote the intent and purpose of the PUD section of the City Code. The proposed amendment does not alter this finding. Recommendation Staff recommends approval of Amendment #5 to Central Park West PUD No. 121, subject to the following conditions: 1. The address number 1600 shall be installed on the east end of the north façade of the existing lift station building in conformance with Section 103-5 of the City Code prior to release of the final plat. 2. The applicant shall verify that access to the water service is located within the platted easement prior to release of the final plat. City of Golden Valley Planning Commission Regular Meeting March 14, 2022 – 6:30 pm 10 Commissioner Segelbaum if any details in the amendment differ between Golden Valley and St Louis Park. Staff has discussed this with St Louis Park and balancing different requirements but this proposal is solely in Golden Valley. Chair Pockl invited the applicant to speak; Jason Howard, Met Council representative, stated that staff covered the request well. No questions for the applicant. Chair Pockl opened the hearing at 9:28 pm. There were no in person commenters. There were no callers. Chair Pockl closed the hearing at 9:30 pm. MOTION made by Commissioner Brookins and seconded by Commissioner Ruby to recommend approval of Amendment #5 to Central Park West PUD No. 121, subject to the conditions listed. Commissioner Ginis abstained from voting as Met Council is her employer. Staff took a roll call vote and the motion passed. Chair Pockl ended the televised portion of the meeting at 9:32pm 6. Council Liaison Report Council Member La Mere-Anderson updated the Commission around a recent conversation with the Three Rivers Park District regarding the Canadian Pacific rail master plan and their Parks to People master plan. The OSCR shared their work plan with the Council at the most recent Work Session. She previewed the upcoming Council meeting, including votes on some zoning text amendments and next approvals for the Artessa project. Finally, she noted that the City Manager had extended an offer of employment for Police Chief to Virgil Green and that he had accepted. 7. Other Business Planner Campbell informed the Commission that staff was working with the Communications Department to develop a survey around ADUs to help inform the conversation around legalizing them in Golden Valley. The May City Newsletter was being targeted for sharing information around the online survey as well as providing some educational materials. 8. Adjournment MOTION by Commissioner Brookins to adjourn, seconded by Chair Pockl, and approved unanimously by roll call vote. Meeting adjourned at 9:43 pm. ________________________________ Andy Johnson, Secretary ________________________________ Amie Kolesar, Planning Assistant OUTLOT A OUTLOT B Line Table Line # L1 L2 L3 Length 34.41 54.74 26.31 Direction N2°09'53"E S76°41'24"E S11°42'52"W Curve Table Curve # C1 C2 Length L=21.18 L=12.34 Radius R=12.00 R=8.00 Delta Δ=101°08'43" Δ=88°24'16" 0 NORTH SCALE IN FEET 40 80 1. The bearing system is based on the Hennepin County coordinate system, NAD83 (1986 Adjust). With an assumed bearing of South 88 degrees 13 minutes 33 seconds East for the most southerly line of Outlot A, CENTRAL PARK WEST P.U.D. NO. 121 SECOND ADDITION. 2. The vertical datum is based on NAVD88. The originating bench marks are 2789 AY and 2789 AZ, both referenced from the MnDOT Geodetic Database. 3. Subject property's addresses and property identification numbers are: St. Louis Park Parcel:1651 Utica Avenue S 30-029-24-32-0033 Golden Valley Parcel:1653 Utica Avenue S 30-029-24-31-0057 LEGEND SURVEY NOTES Outlot A, CENTRAL PARK WEST P.U.D. NO. 121 SECOND ADDITION, according to the recorded plat thereof, Hennepin County, Minnesota. PROPERTY DESCRIPTION Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved:Book / Page: Phase:Initial Issue: Client FOTH INFRASTRUCTURE CENTRAL PARK WEST P.U.D. NO. 121 THIRD ADDITON ST. LOUIS PARK & GOLDEN VALLEY, MN DL KED 1276/50 PPLAT 06/04/2020 22079.01 FOUND 1/2" IRON PIPE MONUMENT UNLESS OTHERWISE INDICATED SET MONUMENT MARKED LS 18418 SANITARY MANHOLE UTILITY MANHOLE SANITARY FORCE MAIN CHAIN LINK FENCE CONCRETE CURB BOUNDARY LINE RIGHT-OF-WAY LINE UNDERLYING / ADJACENT LOT SECTION LINE EASEMENT LINE RESTRICTED ACCESS VICINITY MAP SITE 100 N.T.S. GAMBLE DR W 16T H UTICA AVE SPARK PL BLVDWAYZATA BLVD ST 394 TOTAL SITE AREA: PROPOSED OUTLOT A: PROPOSED OUTLOT B: 3.389 Acres or 147,613 Square Feet 3.325 Acres or 144,841 Square Feet 0.064 Acres or 2,772 Square Feet LOT SUMMARY Aug 28, 2020 - 11:20am - User:ariecken L:\PROJECTS\22079\CAD\Survey\22079-PPLAT.dwg 1/1 PRELIMINARY PLAT Registration No.Date: I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed LAND SURVEYOR under the laws of the State of Minnesota. If applicable, contact us for a wet signed copy of this survey which is available upon request at Sambatek's, Minnetonka, MN office. 06/04/202018418 Keith E. Dahl SANITARY SEWER BITUMINOUS EDGE A 6/09/2020 BAA EDITED OUTLOT B EASEMENT LINES/ARCS ORDINANCE NO. 735 AN ORDINANCE AMENDING THE CITY CODE Approval of Major PUD Amendment Central Park West PUD No. 121, Amendment #5 Metropolitan Council, Applicant The City Council for the City of Golden Valley hereby ordains as follows: Section 1. City Code Chapter 113 entitled “Zoning” is amended in Article III, Division 3, 113-123 by approving a Major PUD Amendment to Planned Unit Development (PUD) No. 121 thereby creating a new outlot for the Metropolitan Council Environmental Services (MCES) lift station. The PUD is subject to all of the terms of the permit to be issued including, but not limited to, the following specific conditions: 1. The address number 1600 shall be installed on the east end of the north façade of the existing lift station building in conformance with Section 103-5 of the City Code prior to release of the final plat. 2. The applicant shall verify that access to the water service is located within the platted easement prior to release of the final plat. In addition, the Council makes the following findings pursuant to City Code Section 113-123, Subd. (c)(2): 1. The original PUD plan is tailored to the specific characteristics of the site, such as the proximity to high retaining walls and highway traffic to the north and east and high-density development to the south and west. With flexibility under a PUD in uses allowed, setbacks, height, parking requirements, number of buildings on a lot, and similar requirements, the quality of site planning and design is of higher quality than if each parcel was designed individually under conventional provisions. The PUD encourages creativity and flexibility in land development. The proposed amendment does not alter this finding. 2. The current PUD development has replaced a vacant and mostly impervious site with new buildings and extensive landscaping, including a privately-owned but publicly-accessible park complete with public art. The proposed amendment does not alter this finding. 3. The PUD plan includes efficient and effective use of the land, and provides development appropriate for a location constrained by highways and other intense developments. The proposed amendment does not alter this finding. 4. The PUD Plan results in development compatible with adjacent uses and is consistent with the Comprehensive Plan and redevelopment plans and goals. High-density office, commercial, and residential uses surround the site to the south and west. Low-density residential uses are separated from this proposed PUD site by significant highway development. Additional office development in anticipated in the near future. The proposed amendment does not alter this finding. 5. The PUD plan is consistent with preserving and improving the general health, safety and general welfare of the people of the City. The PUD plan promotes pedestrian and bicycle activity and provides high-quality landscaping additions to the site. The proposed amendment does not alter this finding. Ordinance No. 735 -2- April 5, 2022 6. The PUD plan meets the PUD Intent and Purpose provision and all other PUD ordinance provisions. The PUD provision permits flexibility from other provisions in Chapter 113 of the City Code. This flexibility is permitted in order to promote the intent and purpose of the PUD section of the City Code. The proposed amendment does not alter this finding. Section 2. The tracts of land affected by this ordinance (collectively, the “Properties”) are legally described as follows: Outlot A, Central Park West P.U.D. No. 121 Second Addition, Hennepin County, Minnesota. Section 3. This ordinance shall take effect from and after its passage and publication as required by law. Adopted by the City Council this 5th day of April 2022. /s/Shepard M. Harris Shepard M. Harris, Mayor ATTEST: /s/ Theresa J. Schyma Theresa J. Schyma, City Clerk Golden Valley City Council Meeting April 5, 2022 Agenda Item 4. E. 1. Public Hearing – Future Land Use Map Amendment for 5300 Glenwood Avenue Prepared By Jason Zimmerman, Planning Manager Summary Hopkins School District is petitioning to amend the City’s Future Land Use Map to guide the property at 5300 Glenwood Avenue for Institutional - Assembly use instead of the current guidance as Office. In tandem with this action, the applicant also proposes to rezone the property from Office to Institutional - Assembly (I-A). Additionally, the applicant is proposing to expand the existing Planned Unit Development (PUD) consisting of Meadowbrook Elementary and the Davis Community Center to include 5300 Glenwood and fully incorporate it into the campus. At its meeting on March 14, 2022, the Planning Commission voted (6-0) to recommend approval of the land use change. Background and Existing Conditions 5300 Glenwood is a roughly one-acre property containing a one-story brick office building (though because of changes in topography on the site, it appears to be two stories with a walkout basement when viewed from the north). It was constructed in 1969 with a 6,400 square foot footprint and was owned by the Boy Scouts of American for many years before being sold and eventually purchased by the Hopkins School District in 2018. The property sits between Highway 100 and the Meadowbrook Elementary School campus. The entrance drive wraps around the building from Glenwood (to the south) to the parking lot to the north. A narrow secondary drive provides access to the east parking lot of Meadowbrook School. In 2019, after an amendment to the Meadowbrook PUD that allowed for a major expansion along the west side of the building, the school district instituted a new drop-off/pick-up circulation pattern that involved utilizing the long driveway and access drive at 5300 Glenwood in an effort to remove queueing from Glenwood and prevent congestion on the public right-of-way. These efforts have been successful and the school district is now looking to fully incorporate this property into the Meadowbrook campus. Hopkins School District began this process in 2021, but eventually withdrew its applications. The current applications are much the same as previous, though additional information has been provided in some areas in response to questions from the Planning Commission and City Council raised last year. City Council Regular Meeting Executive Summary City of Golden Valley April 5, 2022 2 Proposal In response to feedback from the City as part of Amendment #4, the Hopkins School District purchased 5300 Glenwood Avenue and has been testing a new circulation pattern for the eastern parking lot. Along with the proposed changes to the land use and zoning, the new PUD amendment would officially incorporate this property into the PUD. In addition to 5300 Glenwood, the expansion of the PUD would also include land along Highway 100, along Glenwood Avenue, and near the exit ramp from Highway 100 onto Glenwood. This excess right-of- way is not needed by MnDOT, Hennepin County, or the City and would help to ensure all school uses (such as the running track) are located on school grounds. The City supports transferring responsibility for some existing infrastructure to the school as part of this arrangement. As part of this project, the parking lot at 5300 would be improved to provide a more direct circulation pattern and better capture and treat stormwater runoff. New lighting and landscaping around the parking lot would also be provided. The existing narrow drive that connects the two properties would be widened and improved to create a direct route for queueing vehicles. The northeast corner of the existing east Meadowbrook lot would also be expanded slightly in order to recapture some of the parking stalls lost during this realignment. Overall, between the two parking lots, the parking count would drop from 219 to 200. As a carry-over from the last PUD amendment, the school has also provided a letter confirming the process for verifying student enrollment annually as well as a description of the site logistics for drop-offs and pick-ups of students. Neighborhood Notification and Public Comments The City’s adopted Neighborhood Notification Policy requires a neighborhood mailing be sent for changes to the Future Land Use or Zoning maps. Because the proposed Major PUD Amendment for this property required a neighborhood meeting be held, the three items were all addressed at one meeting held on March 7. No neighbors attended the meeting in-person (one listened in remotely) and to date staff have received no comments on the land use change, the rezoning, or the PUD amendment. 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. As detailed in the staff memo to the Planning Commission, the proposed land use change does not City Council Regular Meeting Executive Summary City of Golden Valley April 5, 2022 3 appear to be in conflict with the long-range vision of the City. The applicant has indicated that the building at 5300 Glenwood would be targeted for two district programs – a special education program and a virtual education program. Both would be consistent with the requested Institutional - Assembly land use and compatible with the single-family residential neighborhood to the south of Glenwood Avenue. Traffic In 2021, the City utilized its consulting traffic engineer to evaluate the uses then identified for the 5300 site. After taking observations for a number of days, it was concluded that the use of the building for three programs that included up to 100 students on-site could operate without causing traffic concerns if minor physical changes were addressed to the queueing lane and if peak hours were observed so as to complement the existing traffic patterns instead of exacerbating them. The current proposal has identified two new programs instead of the previous three, and the overall impact in terms of number of students and hours of operation would have a considerably reduced impact. This suggests that the current proposal should not create traffic issues. Ongoing concerns around traffic, perhaps anticipating future changes, were addressed in the recommended conditions to the PUD amendment by the Planning Commission. Finally, the school district has announced that the 6th grade level will be departing the campus for various middle schools in the 2023-24 school year, reducing the number of students on campus by approximately 125 and further reducing congestion pressures. Comprehensive Plan Consistency Finally, staff reviewed the goals and policies of the Comprehensive Plan to help determine if this reguiding action follows the intent of the City’s central guiding plan. Based on the application materials, staff found goals and objectives to support the reguiding and incorporation of the site into the Meadowbrook campus. Findings The property under consideration is being reguided to a use that would allow it to be fully incorporated into the Meadowbrook campus and complete the vision that was developed in 2018 when the school building was expanded. Given staff’s review, and weighing the opportunities and challenges provided by a change in land use, the following findings from staff are made in support of reguiding the property in question to an Institutional - Assembly designation: 1. The site is currently adjacent to a significant Institutional zoned property and would not be out of character with the surrounding neighborhood. 2. A traffic study confirms that the proposed use of the property would not generate traffic concerns. An even more intense use of the site could function smoothly if minor adjustments were to be made to program operations and the site infrastructure. Any outstanding concerns around traffic have been addressed through conditions of the accompanying PUD Amendment. City Council Regular Meeting Executive Summary City of Golden Valley April 5, 2022 4 3. The use of this site for an expansion of the Meadowbrook campus fits with a number of the goals and objectives of the Comprehensive Plan. Financial Or Budget Considerations None Recommended Action Motion to adopt Resolution No. 22-036 Amendment to the Future Land Use Map Designating 5300 Glenwood Avenue and Associated Vacated Rights-of-Way as Institutional - Assembly, and to authorize staff to forward the request to the Metropolitan Council for review. Supporting Documents • Memo to the Planning Commission dated March 14, 2022 (5 pages) • Minutes of the March 14, 2022, Planning Commission meeting (6 pages) • Excerpt of Future Land Use Map (1 page) • Resolution No. 22-036, Amendment to the Future Land Use Map Designating 5300 Glenwood Avenue and Associated Vacated Rights-of Way as Institutional - Assembly (1 page) 1 Date: March 15, 2022 To: Golden Valley Planning Commission From: Jason Zimmerman, Planning Manager Subject: Informal Public Hearing – Future Land Use Map Amendment for 5300 Glenwood Ave Applicant: ISD #270 - Hopkins School District Property owner: Same Zoning District: Office Lot size: 1.16 acres Current use: Office building Future land use: School (offices or classrooms) Adjacent uses: School (west), single-family residential (south), Hwy 100 (north and east) 2020 aerial photo (Hennepin County) 2 Summary of Request Hopkins School District is petitioning to amend the City’s Future Land Use Map to guide the property at 5300 Glenwood Avenue for Institutional - Assembly use instead of the current guidance as Office. In tandem with this action, the applicant also proposes to rezone the property from Office to Institutional - Assembly (I-A). Additionally, the applicant is proposing to expand the existing Planned Unit Development (PUD) consisting of Meadowbrook Elementary and the Davis Community Center to include 5300 Glenwood and fully incorporate it into the campus . Background and Existing Conditions 5300 Glenwood is a roughly one-acre property containing a one-story brick office building (though because of changes in topography on the site, it appears to be two stories with a walkout basement when viewed from the north). It was constructed in 1969 with a 6,400 square foot footprint and was owned by the Boy Scouts of American for many years before being sold and eventually purchased by the Hopkins School District in 2018. The property sits between Highway 100 and the Meadowbrook Elementary School campus. The entrance drive wraps around the building from Glenwood (to the south) to the parking lot to the north. A narrow secondary drive provides access to the east parking lot of Meadowbrook School. In 2019, after an amendment to the Meadowbrook PUD that allowed for an major expansion along the west side of the building, the school district instituted a new drop -off/pick-up circulation pattern that involved utilizing the long driveway and access drive at 5300 Glenwood in an effort to remove queueing from Glenwood and prevent congestion on the public right-of-way. These efforts have been successful and the school district is now looking to fully incorporate this property into the Meadowbrook campus. Hopkins School District began this process in 2021, but eventually withdrew its applications. The current applications are much the same as previous, though additional information has been provided in some areas in response to questions from the Planning Commission and City Council raised last year. Required Process If the change in land use and zoning are both viewed favorably by the City Council, the Metropolitan Council would also be required to review and approve the land use change as it constitutes an amendment to the Future Land Use Map in the City’s 20 40 Comprehensive Plan. The proposed PUD amendment, which would expand the boundary of the existing PUD and incorporate the 5300 Glenwood address, could move ahead for consideration by the City Council while this process plays out, though final approval of a new PUD Permit would need to wait for final review and approval by the Met Council. Neighborhood Notification The City’s adopted Neighborhood Notification Policy requires a neighborhood mailing be sent for changes to the Future Land Use or Zoning maps. Because the proposed Major PUD Amendment for this property required a neighborhood meeting be held, the three items were all addressed at one meeting held on March 7. No neighbors attended the meeting in-person (one listened in remotely) 3 and to date staff have received no comments on the land use change, the rezoning, or the PUD amendment. 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 Comprehensive Plan as well as any potential impacts on the character of the area. For a baseline to this discussion, 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 Comprehensive Plan has the following description of the Office land use: 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. The Institutional - Assembly land use is described as follows: This category includes education facilities at all levels, the cemetery, places of worship for all denominations, and miscellaneous religious installations. The applicant has indicated that the building at 5300 Glenwood would be targeted for two district programs – a special education program and a virtual education program. Both would be consistent with the requested Institutional - Assembly land use and compatible with the single-family residential neighborhood to the south of Glenwood Avenue. Another important consideration for the reguiding and rezoning of the property is whether the planning actions makes sense in a broader context of addressing the concerns raised by residents when the Meadowbrook expansion was approved in 2018. At that point, the prospect of an increase in the on-site queueing space for drop-off/pick-up vehicles was welcomed. Incorporating this property in to the school campus would allow that plan to come to fruition. Traffic In 2021, the City utilized its consulting traffic engineer to evaluate the uses then identified for the 5300 site. After taking observations for a number of days, it was concluded that the use of the building for three programs that included up to 100 students on-site could operate without causing traffic concerns if minor physical changes were addressed to the queueing lane and if peak hours were observed so as to complement the existing traffic patterns instead of exacerbating them. The current proposal has identified two new programs instead of the previous three, and the overall impact in terms of number of students and hours of operation would have a considerably reduced impact. This suggests that the current proposal should not cr eate traffic issues. Ongoing 4 concerns around traffic, perhaps anticipating future changes, could be addressed in the PUD amendment if questions remain. Finally, the school district has announced that the 6th grade level will be departing the campus for various middle schools in the 2023-24 school year, reducing the number of students on campus by approximately 125 and further reducing congestion pressures. Comprehensive Plan Consistency Finally, staff reviewed the goals and policies of the Comprehensive P lan to help determine if this reguiding action follows the intent of the City’s central guiding plan. Based on the application materials, staff found the following goals and objectives to support the reguiding and incorporation of the site into the Meadowbrook campus. Land Use 1. Goal 2: Minimize Conflicts and Impacts of Change – Develop a regulatory framework designed to minimize potential conflicts between land uses . a. Objective 2 – Support non-residential growth opportunities while respecting adjacent properties b. Objective 2.1 – Promote Planned Unit Developments as a way to achieve zoning flexibility Transportation 1. Goal 2: Improve the Functionality and Safety of the Roadway Network – Improve mobility for efficient movement of people and goods on the local and regional roadway network. Improve safety for motorized and non-motorized traffic a. Objective 4 – Use Travel Demand Management (TDM) practices and land use planning principles to reduce congestion and increase mobility b. Objective 4.2 – Require development proposals with potential for significant traffic impacts to prepare a traffic impact study or TDM plan and make improvements that mitigate impacts determined in the study Findings The property under consideration is being reguided to a use that would allow it to be fully incorporated into the Meadowbrook campus and complete the vision that was developed in 2018 when the school building was expanded. Given staff’s review, and weighing the opportunities and challenges provided by a change in land use, the following findings from staff are made in support of reguiding the property in question to an Institutional - Assembly designation: 1. The site is currently adjacent to a significant Institutional zoned property and would not be out of character with the surrounding neighborhood. 2. A traffic study confirms that the proposed use of the property would not generate traffic concerns. An even more intense use of the site could function smoothly if minor adjustments were to be made to program operations and the site infrastructure. Any 5 outstanding concerns around traffic could be addressed through conditions of the accompanying PUD Amendment. 3. The use of this site for an expansion of the Meadowbrook campus fits with a number of the goals and objectives of the Comprehensive Plan. 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 5300 Glenwood Avenue from Office to Institutional - Assembly. Attachments Excerpt of Future Land Use Map (1 page) City of Golden Valley Planning Commission Regular Meeting March 14, 2022 – 6:30 pm 3 Greenwood Design Build, Applicant, purchased this lot in 2019. The applicant elaborated on the initial goal to develop the two underlying parcels but after neighbor feedback decided to develop it as a single property. The home will face Sunnyridge and Woodstock will feel like a side yard. No staff questions for the applicant. Chair Pockl opened the public hearing at 7:03 pm. There were no in person commenters. There were no callers. Chair Pockl closed the public hearing at 7:05 pm Chair Pockl opened the discussion guiding the subdivision request to start. Commissioner Ginis commented she supports the request and added that the 100ft rule is silly, Commissioner Johnson seconded this comment. Johnson commended the applicant for listening to community input. MOTION made by Commissioner Brookins and seconded by Commissioner Ruby recommend approval of a variance of 20 feet off of the required 100 feet to a lot width of 80 feet. Staff took a roll call vote. Motion carried. MOTION made by Commissioner Brookins and seconded by Commissioner Ginis recommend approval of the minor consolidation at 428 Sunnyridge Lane subject to the conditions listed in the staff memo. Staff took a roll call vote. Motion carried. 4. Informal Public Hearing – Meadowbrook School PUD No. 90 – Future Land Use Map Amendment, Zoning Map Amendment, Major PUD Amendment Applicant: ISD #270 – Hopkins Public Schools Address: 5300 and 5400 Glenwood Avenue Jason Zimmerman, Planning Manager, started by displaying maps of the property and elaborated that this request is broken into three portions: 1. Future Land Use Map amendment for 5300 Glenwood Avenue 2. Zoning Map amendment for 5300 Glenwood Avenue 3. Major PUD Amendment for PUD 90 Staff reviewed the history of this request, the original PUD was approved in 2000, Amendment 1 was granted in 2012 for a small addition, Amendment 2 was that November for modifications to the parking area, Amendment 3 in October 2013 consolidated the campus with the Nursery site next door, Amendment 4 in May 2018 allowed another addition, parking changes, and groundwork for incorporating of the 5300 building into the PUD. In 2021 Amendment 5 was considered but withdrawn and was almost identical to current Amendment 6. Amendment 6 addresses traffic concerns, excess ROW, and offers future space for special educational programing. City of Golden Valley Planning Commission Regular Meeting March 14, 2022 – 6:30 pm 4 There was a virtual neighborhood meeting on March 14 and staff received no comments. Staff gave commissioners a history of the lot, school, and traffic accommodation experiments. A 2021 traffic study raised no major concerns regarding proposed use but it may require some limits on hours of operation. The change in Future Land Use is consistent with the Comp Plan. Findings  The property is adjacent to significant I-A zoned property so would not be out of character with neighborhood  Pending PUD amendment can include conditions to mitigate future traffic impacts  Allows Meadowbrook to expand its campus and meet goals and objectives of the Comp Plan Recommendation Staff recommends approval of the Future Land Use Map amendment to reguide 5300 Glenwood Avenue from Office to Institutional - Assembly. Rezoning the property from Office to Institutional – Assembly would be a better fit for the planned use for educational programing. This is consistent with proposed change to the land use in the Comp Plan. Findings  Adjacent to significant I-A zoned property so would not be out of character with neighborhood  Pending PUD amendment can include conditions to mitigate future traffic impacts  Allows Meadowbrook to expand its campus and meet goals and objectives of the Comp Plan Recommendation Staff recommends approval of the Zoning Map amendment to rezone 5300 Glenwood Avenue from Office to Institutional - Assembly (I-A). The current proposed amendment will expand the boundary of the existing PUD to incorporate 5300 Glenwood Avenue. It will include excess right-of-ways along Highway 100, Glenwood Avenue, and near the exit ramp as well as improve existing parking lots to provide a more direct circulation pattern. This plan includes construction of new stormwater treatment infrastructure, replacing and adding new lighting, as well as the planting of new trees, shrubs, and perennials. Land Use and Zoning Evaluation  Very little flexibility needed – primary modification is the expansion of the internal access drive connecting the two properties  Would allow for an improved circulation pattern for student drop-offs and pick-ups at peak times City of Golden Valley Planning Commission Regular Meeting March 14, 2022 – 6:30 pm 5  Continuation of some parking setbacks at less than 25 feet, but impact is internal to the campus  Little change to impervious or open space percentages Traffic Evaluation  Utilization of the longer queueing lane a major impetus for the proposal  Would ensure back-ups do not occur on Glenwood Avenue  2021 traffic study raised no major concerns regarding proposed use; may require some limits on hours of operation Stormwater Evaluation  New stormwater treatment infrastructure would be added under the parking lot – no treatment in place today Lighting Evaluation  New lighting for 5300 Glenwood and along the east Meadowbrook parking lot must comply with the City’s “dark skies” standards  Some revisions needed prior to approval of the PUD Permit by the City Council Landscaping Evaluation  New trees, shrubs, and perennials would meet the City’s replacement requirements for trees removed as part of the site improvements Platting Evaluation  Planned incorporation of excess right-of-way would transfer responsibility for some infrastructure from the City to the school district  New walkway easements along Glenwood Avenue also proposed Enrollment and Operations  In reaction to a condition of approval from Amendment #4, an ongoing annual method of communication regarding enrollment and operations will be shared with the City Engineering and Fire Safety  A handful of comments regarding City permits and review by the Bassett Creek Watershed Management Commission are included  Engineering and Fire staff support the proposed amendment Previously Identified Issues  Concerns over continued loss of green space The proposal increases impervious coverage for the site by 4,117 square feet. The applicant indicates that 3,530 square feet of this is to accommodate pedestrian and bicycle access via City of Golden Valley Planning Commission Regular Meeting March 14, 2022 – 6:30 pm 6 sidewalks that will connect the east and west campus, the 5400 Glenwood building, and the trail along Glenwood Avenue. To help offset this additional coverage, 19 parking space will be removed as well as a remnant portion of the old entrance drive to the site just to the east of the 5400 building.  Lack of bike/pedestrian improvements As noted, new bike/ped connections are proposed to be added to the site in response to requests that the campus be accommodating of non-vehicle trips.  Challenging site grade changes Three areas of concern regarding steep grades were noted by the City Council – the driveway connection between Glenwood Avenue and the east parking lot, the connection between the east parking lot and the south-central lot, and the exit drive from the south- central lot onto Glenwood. Given the fixed elevations of Glenwood Avenue and the two parking lots, there were limited options to modify the grades. A small adjustment was made to the driveway slope allowing that change in grade to be reduced and the connecting drive between the two parking lots was increased in length in order to reduce the average slope, but the presence of the tunnel connecting the 5400 and the 5430 buildings presents an immovable object, thereby preventing the steep slope of the exit drive from being reduced. Findings Quality Site Planning: The PUD amendment is tailored to the specific characteristics of the site by providing a beneficial circulation plan that ensures vehicles are queueing off of the public right-of- way to avoid creating back-ups and congestion on Glenwood Avenue. Other improvements to the parking lot provide a needed update to older infrastructure. Preservation: Minimal tree removal required as part of the project is mitigated through replanting. No sensitive site features are impacted. Efficient; Effective: The proposed amendment would utilize land efficiently by consolidating nearby excess right-of-way and opening up an existing building for additional school operations. Consistency: The proposal is consistent with the current use of the existing PUD and there are no known impacts to the surrounding residential neighborhood. The proposal is consistent with the City’s Comprehensive Plan, which calls for the support of non-residential growth opportunities and utilizing the PUD process as a way to achieve zoning flexibility. General Health: The PUD amendment would improve general health by providing water quality improvements to the Sweeney Lake sub-watershed through new stormwater management infrastructure, and would improve safety and welfare by ensuring continued improvements to the traffic flow on Glenwood Avenue. City of Golden Valley Planning Commission Regular Meeting March 14, 2022 – 6:30 pm 7 Meets Requirements: The creativity and flexibility provided under the PUD section of the Zoning Code allows for the coordinated use of a long driveway across two properties in order to provide congestion reduction. The PUD amendment meets the Intent and Purpose provision of the City Code in that it creates a public benefit in exchange for this flexibility. Recommendation Staff recommends approval of Amendment #6 to Meadowbrook School PUD No. 90, subject to the following conditions: 1. The photometric plans must be updated to conform to City standards for lighting levels. 2. Information on enrollment, staffing, and program activities shall be provided to the City annually by October 1st. 3. Programming at the 5300 Glenwood Avenue building should end by 3:00; City may require additional future adjustments if concerns arise. 4. Walkway easements along Glenwood Avenue shall be recorded as separate documents. 5. The City will vacate any interest in the MnDOT turnback area with the exception of certain easements over City utilities; the school district will own and maintain all other infrastructure. 6. The existing stormwater maintenance agreement shall be updated, including the district’s existing chloride management plan. Commissioners asked questions regarding school start and end times, parking, and traffic in the parking lot. Commissioner Johnson asked about inherited pervious/impervious surface and bike lanes. Staff reviewed the discussed boundaries and the sidewalk connections between the main sidewalk and the parking lot. The conversation went more in depth on these topics. Johnson asked if the City is losing value in land by allowing the PUD to absorb some of the ROW. Staff pointed out that the City retains ownership of the stormwater infrastructure but by releasing the section of land to the applicant, the City no longer is responsible for mowing and maintaining that portion of land. Commissioner Brookins pointed out a dumpster staging are and asked about screening as well as the original PUD’s reference to a loading zone. Chair Pockl invited the applicant to speak. Kevin Neuman: Hopkins Public Schools, and Neil Tessier: Engineer Consultant , introduced themselves. Applicants stated that staff correctly and clearly laid out all the details and added details regarding their online learning community and its growth pattern in admission. The district hopes to address this with the 5300 building and its accredited online learning program. The applicants went on to discuss their parking lot and stormwater plans for 2022. Commissioners asked questions about building use, the special education bussing needs in conjunction with the Meadowbrook pick up que, and bussing on the North side of Meadowbrook. This evolved into admission questions, 6 th grade moving buildings, admission numbers, and a potential staggered start/end times for buildings. Landscaping, greenspace, and outdoor recreation use spaces were discussed. The applicant mentioned Brookins’ question about the dumpster and screening and added they can install screening if it’s needed. The applicant commented on Johnson’s City of Golden Valley Planning Commission Regular Meeting March 14, 2022 – 6:30 pm 8 inquiry about ROW being taken/given and using a map, explained the spaces being exchanged between Hennepin County, MNDOT, the City, and the applicant. Chair Pockl opened the hearing at 8:30 pm. There were no in person commenters. There were no callers. Chair Pockl closed the hearing at 8:02 pm. Chair Pockl opened the discussion and started by checking in with staff on level of specificity allowed in the PUD. Commissioner Johnson stated that if the applicant wants to reduce traffic, they need to build a road and expand the PDD. He added the new building appears to be underutilized and expanded on how he looks at the PUD and addressing issues one at a time. Staff responded that expanding the PUD is not dependent on the use becoming educational. Commissioner Ginis added that education uses have a variety of uses to ensure the needs of students are met. Commissioner Segelbaum added that the amendment in 2021 has concern with including the new building without a use specified and now that’s been remedied. It makes sense for the applicant to integrate this building in their PUD. MOTION made by Commissioner Brookins and seconded by Commissioner Segelbaum to recommend approval of the Future Land Use Map amendment to reguide 5300 Glenwood Avenue from Office to Institutional - Assembly Staff took a roll call vote and the motion passed unanimously. MOTION made by Commissioner Brookins and seconded by Commissioner Segelbaum to recommend approval of the Zoning Map amendment to rezone 5300 Glenwood Avenue from Office to Institutional - Assembly (I-A). Staff took a roll call vote and the motion passed unanimously. Commissioners discussed the PUD, student cap, trash and screening, and adding or rolling in conditions. The group went on to discuss other conditions and how the applicant would approach the city if they have other desired changes, wither through a minor or administrative amendment. MOTION made by Commissioner Segelbaum and seconded by Commissioner Brookins to recommend approval of Amendment #6 to Meadowbrook School PUD No. 90, subject to the conditions listed and add those around enrollment cap, traffic changes to be an administrative review, and ensure trash screening is in compliance with zoning code. Staff took a roll call vote and the motion passed unanimously. 5. Informal Public Hearing – Central Park West PUD No. 121 – Major PUD Amendment Applicant: Metropolitan Council Address: 1653 Utica Avenue South Future Land Use Map RESOLUTION NO. 22-036 RESOLUTION FOR AMENDMENT TO THE FUTURE LAND USE MAP DESIGNATING 5300 GLENWOOD AVENUE AND ASSOCIATED VACATED RIGHTS-OF-WAY AS INSTITUTIONAL - ASSEMBLY 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 areas affected will be legally described as: Lots 1, 2, and 3, Block 1, Meadowbrook School 4th Addition P.U.D. No. 90, Hennepin County, Minnesota 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 identified portion of the property at 7001 Golden Valley Road as High Density Residential. Adopted by the City Council this 5th day of April, 2022. _____________________________ Shepard M. Harris, Mayor ATTEST: _____________________________ Theresa Schyma, City Clerk Golden Valley City Council Meeting April 5, 2022 Agenda Item 4. E. 2. Public Hearing – Zoning Map Amendment for 5300 Glenwood Avenue Prepared By Jason Zimmerman, Planning Manager Summary Hopkins School District is petitioning to rezone the property at 5300 Glenwood Avenue from Office to Institutional - Assembly (I-A). In tandem with this action, the applicant also proposes to amend the City’s Future Land Use map to guide the property for Institutional - Assembly use instead of the current guidance as Office. Additionally, the applicant is proposing to expand the existing Planned Unit Development (PUD) consisting of Meadowbrook Elementary and the Davis Community Center to include 5300 Glenwood and fully incorporate it into the campus. At its meeting on March 14, 2022, the Planning Commission voted (6-0) to recommend approval of the zoning change. Proposal The request would change the designated zoning from Office to Institutional - Assembly (I-A). 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 PUD amendment 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) Another important consideration is whether the rezoning is consistent with surrounding uses. Both office and institutional uses are considered to have lower external impacts on surrounding properties City Council Regular Meeting Executive Summary City of Golden Valley April 5, 2022 2 compared to industrial and commercial uses. That said, the conversion of the 5300 Glenwood property to a school use has the potential to generate additional traffic in the area. As noted in the associated memo related to the proposed land use change, however, a traffic study conducted in 2021 found that the site could accommodate the proposed use without an increase in congestion. Updates to the intended programming have clarified this even further. In this case, the change in zoning to Institutional (I-A) is consistent with the adjacent institutional properties west and complementary to the single-family neighborhood to the south. Findings The property under consideration is being rezoned to a use that would allow it to be fully incorporated into the Meadowbrook campus and complete the vision that was developed in 2018 when the school building was expanded. 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 property in question to an Institutional (I-A) designation: 1. The site is currently adjacent to a significant Institutional zoned property and would not be out of character with the surrounding neighborhood. 2. A traffic study confirms that the proposed use of the property would not generate traffic concerns. An even more intense use of the site could function smoothly if minor adjustments were to be made to program operations and the site infrastructure. Any outstanding concerns around traffic could be addressed through conditions of the accompanying PUD Amendment. 3. As noted in the accompanying memo on the site’s land use change, the use of this site for an expansion of the Meadowbrook campus fits with a number of the goals and objectives of the Comprehensive Plan. Financial Or Budget Considerations None Recommended Action Motion to table the adoption of Ordinance No. 736, Amending the Zoning Map and Rezoning 5300 Glenwood Avenue and Associated Vacated Rights-of-Way from Office to Institutional - Assembly (I-A) until the change in land use has been reviewed by the Metropolitan Council. Supporting Documents • Memo to the Planning Commission dated March 14, 2022 (3 pages) • Excerpt of Zoning Map (1 page) • Ordinance No. 736, Amending the Zoning Map and Rezoning 5300 Glenwood Avenue and Associated Vacated Rights-of-Way from Office to Institutional - Assembly (I-A) (1 page) 1 Date: March 14, 2022 To: Golden Valley Planning Commission From: Jason Zimmerman, Planning Manager Subject: Informal Public Hearing – Zoning Map Amendment for 5300 Glenwood Avenue Summary of Request Hopkins School District is petitioning to rezone the property at 5300 Glenwood Avenue from Office to Institutional - Assembly (I-A). In tandem with this action, the applicant also proposes to amend the City’s Future Land Use map to guide the property for Institutional - Assembly use instead of the current guidance as Office. Additionally, the applicant is proposing to expand the existing Planned Unit Development (PUD) consisting of Meadowbrook Elementary and the Davis Community Center to include 5300 Glenwood and fully incorporate it into the campus. Background & Existing Conditions For details on the background of this rezoning request and the existing co nditions of the site itself, please refer to the accompanying memo on the proposed change in guided land use. Staff Review The City Code does not set forth 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 can be considered to be 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) This rezoning request seeks to change the sites zoning from Office to Institutional (I-1). The purpose statements for both districts f ollow: 2 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. Institutional - Assembly Zoning The purpose of the Institutional Zoning District is to establish areas where both public and private institutional uses such as schools, places of worship, hospitals, parks, golf courses, nursing homes, and public buildings may be located. The Assembly Subdistrict includes educational facilities at all levels, cemeteries, places of worship for all denominations, and miscellaneous religious installations. Allowed Uses In the Office Zoning District, permitted uses include: 1. Offices 2. Clinics - medical, dental, or optical 3. Financial institutions; and 4. Essential services, Class I. Conditional uses include Adult Day Care Centers, Child Care Centers, Daytime Activity Centers for disabled people, Drive -through Facilities for Financial Institutions, Heliports (accessory to an office), Limited Retail Service (accessory to an office), Recreational Facilities (accessory to an office) and Laboratories. The following principal uses are listed as permitted in the I-A Zoning Subdistrict: 1. Libraries 2. Museums 3. Places of worship 4. Private clubs 5. Public and private schools 6. Essential services, Class I 7. Mobile food vending (restricted); and 8. Seasonal farm produce sales (restricted). In addition to these four uses, Adult Day Care Centers, Cemeteries, and Child Care Centers are permitted in the I-A subdistrict by conditional use permit. Another important consideration is whether the rezoning is consistent with surrounding uses. Both office and institutional uses are considered to have lower external impacts on surrounding properties compared to industrial and commercial uses. That said, the conversion of the 5300 Glenwood property to a school use has the potential to generate additional traffic in the area. As 3 noted in the associated memo related to the proposed land use change, however, a traffic study conducted in 2021 found that the site could accommodate the proposed use without an increase in congestion. Updates to the intended programming have clarified this even further. In this case, the change in zoning to Institutional (I-A) is consistent with the adjacent institutional properties west and complementary to the single-family neighborhood to the south. Staff Findings The property under consideration is being rezoned to a use that would allow it to be fully incorporated into the Meadowbrook campus and complete the vision that was developed in 2018 when the school building was expanded. 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 property in question to an Institutional (I-A) designation: 1. The site is currently adjacent to a significant Institutional zoned property and would not be out of character with the surrounding neighborhood. 2. A traffic study confirms that the proposed use of the property would not generate traffic concerns. An even more intense use of the site could function smoothly if minor adjustments were to be made to program operations and the site infrastructure. Any outstanding concerns around traffic could be addressed through conditio ns of the accompanying PUD Amendment. 3. As noted in the accompanying memo on the site’s land use change , the use of this site for an expansion of the Meadowbrook campus fits with a number of the goals and objectives of the Comprehensive Plan. Recommended Action Based on the findings above, staff recommends approval of the requested amendment to the Zoning Map, changing the zoning designation for 5300 Glenwood Avenue from Office to Institutional - Assembly (I-A). Attachments Excerpt of Zoning Map (1 page) Zoning Map ORDINANCE NO. 736 AN ORDINANCE AMENDING THE CITY CODE CHAPTER 113 Amending the Zoning Map and Rezoning 5300 Glenwood Avenue and Associated Vacated Rights-of-Way from Office to Institutional - Assembly ISD #270 Hopkins School District, 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 Institutional - Assembly. Section 2. The tracts of land affected by this ordinance will be legally described as: Lots 1, 2, and 3, Block 1, Meadowbrook School 4th Addition P.U.D. No. 90, 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 form and after its passage and publication as required by law. Adopted by the City Council this 5th day of April, 2022. /s/Shepard M. Harris Shepard M. Harris, Mayor ATTEST: /s/Theresa J. Schyma Theresa J. Schyma, City Clerk Golden Valley City Council Meeting April 5, 2022 Agenda Item 4. E. 3. Public Hearing – Meadowbrook School PUD No. 90, Amendment No. 6 – 5430 and 5300 Glenwood Avenue Prepared By Jason Zimmerman, Planning Manager Summary Hopkins Public Schools is applying for a Major Planned Unit Development (PUD) Amendment in order to expand the boundary of the PUD and to incorporate additional land area currently addressed as 5300 Glenwood Avenue. This expansion would allow for the completion of a traffic control plan initiated as part of Amendment #4 in 2018 as well as provide space for future special education and virtual learning programs. At its meeting on March 14, 2022, the Planning Commission voted (6-0) to recommended approval of the amendment with modified conditions. Proposal The request would expand the existing PUD boundary to include the 5300 Glenwood Ave property and allow for planned improvements to the campus circulation. 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 PUD amendment until the land use change was approved. Evaluation Land Use and Zoning Considerations As a PUD, the City can offer flexibility from the regular zoning requirements in order to achieve a better development. With the inclusion of 5300 Glenwood Avenue and the adjacent excess rights-of-way along Highway 100 and Glenwood Avenue, very little additional flexibility is being requested on the part of the City. The primary modification would be the expansion of the drive between the Meadowbrook campus and the 5300 parcel. This paved connection would not be allowed outside of a PUD, but as part of the development it provides an extended circulation pattern that is a benefit to the City in that it keeps vehicles from queueing on Glenwood Avenue at peak drop-off and pick-up times. City Council Regular Meeting Executive Summary City of Golden Valley April 5, 2022 2 While there are no impervious surface standards for Institutional-zoned properties, the campus as a whole currently has an amount of impervious coverage that is quite high (approximately 66.3%) relative to the City’s target for Institutional PUDs (45%). As detailed later in this memo, additional impervious areas associated with the proposal would increase this amount slightly to 66.8%. The relative increase is masked by the inclusion of additional pervious areas acquired from MnDOT, Hennepin County, and the City within the new plat. Overall, the inclusion of the 5300 Glenwood property has no discernable impact on the general conformance to the usual Institutional requirements, has great benefit to those traveling along Glenwood Avenue, and requires only one primary concession in terms of zoning flexibility on the part of the City. Traffic A major impetus for the inclusion of the 5300 Glenwood property into the Meadowbrook PUD is the ability to relieve congestion on Glenwood Avenue by increasing the length of the queueing lanes. The concept of utilizing the long driveway at 5300 and improving the existing internal connection between the two properties was supported by the Planning Commission and City Council during the review process for Amendment #4 in 2018. An informal test of this arrangement has shown to remove traffic queues from Glenwood Avenue during regular conditions – though it should be noted that traffic congestion did occur during the initial return to school phase of the 2020-21 school year as many parents avoided sending their children to/from school on buses due to COVID concerns. Operations have since been optimized and the problems have been alleviated. As part of the 2021 proposal, a traffic study was conducted to evaluate potential impacts of new small scale programs proposed for the 5300 building. Given the assumptions at the time, including the number of students and staff that would be on-site at this location, the traffic engineer offered a handful of minor considerations to accommodate the new use and ensure traffic on Glenwood was not impacted. These included adjusting the ending time for the new programs to avoid complications of parents queueing in front of the building, keeping an open lane to allow these trips to leave the site quickly, and monitoring for other operational issues that might need to be addressed. The 2022 proposal has adjusted the proposed uses for the 5300 building and the potential impacts are even further reduced given the target number of students and staff that would be on-site. The school district plans to host both a special education program and a new VirtualEDU program at this location. Relevant information for both of these programs is as follows: Program No. of students No. of staff Hours Special Education 16 3 Staff: 7 am to 4 pm Students: 8:50 am to 3:30 pm VirtualEDU none Up to 42 but only 8-10 on site at any time Staff: 7:30 am to 3:30 pm Given that the parent queue begins to back up to the 5300 building by 3:30 or 3:45 pm, staff is recommending the special education program end at 3 pm in order to allow the mini-buses carrying City Council Regular Meeting Executive Summary City of Golden Valley April 5, 2022 3 students to load and depart easily. Regardless, the City will retain the right to curtail the use or the hours of operation at this location should future problems arise. Separately, staff has been informed that the school district will be moving the current five sections of the sixth grade away from this location and to various middle schools beginning in the 2023-24 school year. This will potentially reduce the number of students on-site by approximately 125, further relieving congestion pressures on Glenwood Avenue and Turners Crossroad. Other Site Improvements New stormwater management infrastructure, parking lot lighting, and landscaping would be installed as part of the proposed improvements associated with the PUD amendment. Staff have reviewed these plans and, with minimal comments, finds them to be acceptable. Platting In addition to replatting the two properties in order to consolidate them into one PUD, additional land would be incorporated by obtaining areas along Highway 100, along Glenwood Avenue, and near the exit ramp from Highway 100 (including the existing driveway to 5300 Glenwood). The school is also required to provide new walkway easements for a public trail along Glenwood Ave that veers onto its property. Enrollment and Operations In response to conditions placed on Meadowbrook as part of Amendment #4, the school district has provided confirmation that enrollment continues to remain below the maximum allowed level of 890 students and has also outlined a process for sharing this information with the City annually. Previously Identified Issues During the review of these applications in 2021, the Planning Commission and City Council raised questions around three topics: 1. Concern over continued loss of green space beginning with past amendments 2. Lack of bike/pedestrian improvements around the site 3. Significant grade changes between the 5300 site and the main campus as well as the exiting onto Glenwood Avenue In response, these concerns have been addressed in the revised plans and summarized by the applicant in an attached narrative. Loss of Green Space The proposal increases impervious coverage for the site by 4,117 square feet. The applicant indicates that 3,530 square feet of this is to accommodate pedestrian and bicycle access via sidewalks that will connect the east and west campus, the 5400 Glenwood building, and the trail along Glenwood Avenue. To help offset this additional coverage, 19 parking space will be removed as well as a remnant portion of the old entrance drive to the site just to the east of the 5400 building. Bicycle/Pedestrian Improvements As noted above, new bike/ped connections are proposed to be added to the site in response to requests that the campus be accommodating of non-vehicle trips. City Council Regular Meeting Executive Summary City of Golden Valley April 5, 2022 4 Grade Changes On-site Three areas of concern regarding steep grades were noted by the City Council – the driveway connection between Glenwood Avenue and the east parking lot, the connection between the east parking lot and the south-central lot, and the exit drive from the south-central lot onto Glenwood. Given the fixed elevations of Glenwood Avenue and the two parking lots, there were limited options to modify the grades. A small adjustment was made to the driveway slope allowing that change in grade to be reduced and the connecting drive between the two parking lots was increased in length in order to reduce the average slope, but the presence of the tunnel connecting the 5400 and the 5430 buildings presents an immovable object, thereby preventing the steep slope of the exit drive from being reduced. Anticipated Development Timeline Site/civil construction is planned to take place in in the summer of 2022, including the installation of the stormwater infrastructure and the improvements to the parking lot and driveways. Renovations to the 5300 building would take place in the summers of 2022 and 2023. Discussion at Planning Commission At the Planning Commission meeting on March 14, three primary issues were discussed and incorporated into the proposed conditions of approval. First, Commissioners expressed concern over potential future changes to the planned programs that will operate out of the 5300 building. Although the current proposals are not anticipated to cause parking or traffic concerns, changes or expansions to those programs in future years could add to the numbers of vehicles in the parking lot and/or the timing of arrivals and departures. The Commission resolved this by modifying the condition related to annual reporting of enrollment and staffing to also include updates on planned programming so that City staff can monitor for potential impacts and negotiate adjustments. Second, the Commission correctly clarified that the current enrollment cap would not apply to students attending class virtually through the VirtualEDU program. Finally, one Commissioner expressed concern over the visibility of the dumpsters in the new loading dock area on the west side of the school building. In addition, he wanted to ensure that dumpsters associated with the 5300 building would be screened from view from the public right-of-way as vehicles use the Highway 100 exit ramp. Staff have added a condition to ensure the dumpsters at the 5300 will be screened, but are reluctant to retroactively require changes to the layout and operations of the loading dock constructed as part of the building addition in 2019. While the dumpsters there are visible from Turners Crossroad, there are no homes or businesses with a view of the loading dock. In addition, in speaking with the School District, enclosing the loading dock would make maneuvering trucks to pick up garbage and recycling challenging. Unless the Council would like to explore a new requirement, staff recommends focusing solely on the dumpsters at the 5300 Glenwood Avenue address. City Council Regular Meeting Executive Summary City of Golden Valley April 5, 2022 5 Findings In order approve an amendment to a PUD, the City must be able to make certain findings as outlined in Section 113-123, Subd. (c)(2) of the City Code. These findings, along with staff responses, are listed below: Quality Site Planning. The PUD plan must be tailored to the specific characteristics of the site and achieve a higher quality of site planning and design than generally expected under conventional provisions of the zoning chapter. The PUD amendment is tailored to the specific characteristics of the site by providing a beneficial circulation plan that ensures vehicles are queueing off of the public right-of-way to avoid creating back-ups and congestion on Glenwood Avenue. Other improvements to the parking lot provide a needed update to older infrastructure. Preservation. The PUD plan must preserve and protect substantial desirable portions of the site’s characteristics, open space, and sensitive environmental features including steep slopes, trees, scenic views, creeks, wetlands, and open waters. Minimal tree removal required as part of the project is mitigated through replanting. No sensitive site features are impacted. Efficient and Effective. The PUD plan must include efficient and effective use of the land (which includes preservation). The proposed amendment would utilize land efficiently by consolidating nearby excess right- of-way and opening up an existing building for additional school operations. Consistency. The PUD plan must result in development that is compatible with adjacent uses and consistent with the Comprehensive Plan and redevelopment plans and goals. The proposal is consistent with the current use of the existing PUD and there are no known impacts to the surrounding residential neighborhood. The proposal is consistent with the City’s Comprehensive Plan, which calls for the support of non-residential growth opportunities and utilizing the PUD process as a way to achieve zoning flexibility. General Health. The PUD plan must be consistent with preserving and improving the general health, safety, and welfare of the people of the city. The PUD amendment would improve general health by providing water quality improvements to the Sweeney Lake sub-watershed through new stormwater management infrastructure, and would improve safety and welfare by ensuring continued improvements to the traffic flow on Glenwood Avenue. Meets Requirements. The PUD plan must meet the intent and purpose provisions of Section 113-123 as well as all other provisions. The creativity and flexibility provided under the PUD section of the Zoning Code allows for the coordinated use of a long driveway across two properties in order to provide congestion reduction. The PUD amendment meets the Intent and Purpose provision of the City Code in that it creates a public benefit in exchange for this flexibility. Staff recommends approval of Amendment # to Meadowbrook School PUD No. 90, subject to the following conditions: 1. The plans for the expanded Meadowbrook campus, submitted March 4, 2022, with amended lighting plans dated March 28, 2022, shall become a part of this approval. City Council Regular Meeting Executive Summary City of Golden Valley April 5, 2022 6 2. Dumpsters and recycling containers associated with the 5300 Glenwood Avenue building shall be screened from view from the public right-of-way, including the Highway 100 exit ramp, in compliance with zoning regulations. 3. Information on enrollment, staffing, and program activities – including those taking place at 5300 Glenwood Avenue – shall be provided to the City annually by October 1st or more frequently if changes are proposed or anticipated. Enrollment caps shall be applied to the entire campus but shall not include virtual students. Additional enrollment, or changes to staffing or programming, may only occur in concert with the construction of additional comprehensive traffic management solutions and may be limited by existing parking capacity. 4. On-site student programming in the 5300 Glenwood Avenue building shall end by 3 pm in order to allow those students to exist the site prior to significant parent queueing. The City reserves the right to curtail certain uses or hours of operation for the 5300 building in order to manage congestion on Glenwood Avenue should future problems arise, as determined by the City Engineer. 5. Walkway easements for any trail along Glenwood that is within the school property shall be recorded as separate documents. The school shall provide exhibits and legal description (two feet north of trail edge) and the City will prepare documents. 6. The City will vacate any interest it has in the MnDOT turnback area over a portion of the east driveway entrance and along the east side of PUD, with the exception that drainage and utility easements will be retained (or must be dedicated on the plat) for any areas with City utilities present. Any and all infrastructure within this vacation area would be owned and maintained by the school district and included in the maintenance agreement executed between the City and the school. 7. The existing stormwater maintenance agreement for the Meadowbrook site shall be updated as part of this PUD Amendment. The City will prepare all documents for review and signatures. The district’s existing chloride management plan for Meadowbrook shall be updated and included as part of this maintenance agreement. This approval is subject to all other state, federal, and local ordinances, regulations, or laws with authority over this development. Financial Or Budget Considerations There are no financial or budgetary consideration for the City. Recommended Action Motion to table the adoption of Ordinance No. 737, Approval of Major PUD Amendment, Meadowbrook School P.U.D. No. 90, Amendment #6, until the change in land use has been reviewed by the Metropolitan Council. Supporting Documents • Memo to the Planning Commission dated March 14, 2022 (9 pages) • Civil Plans received March 4, 2022, with amended lighting plans dated March 28, 2022 (13 pages) • Applicant Responses to Pervious Comments (2 pages) • Student Enrollment and Site Logistics Letter from 2021 (2 pages) • 2021 Meadowbrook Elementary School Traffic Review (9 pages) • VirtualEDU Overview (2 pages) City Council Regular Meeting Executive Summary City of Golden Valley April 5, 2022 7 •Ordinance No. 737 Approval of Major PUD Amendment, Meadowbrook School P.U.D. No. 90, Amendment #6 (2 pages) 1 Date: March 14, 2022 To: Golden Valley Planning Commission From: Jason Zimmerman, Planning Manager Subject: Informal Public Hearing – Meadowbrook School PUD No. 90, Amendment #6 – 5430 and 5300 Glenwood Avenue Applicant: ISD #270 - Hopkins School District Property owner: Same Zoning District: Institutional (I-1) and Office Proposed PUD size: 13.08 acres Current use: School and office building Future land use: School Adjacent uses: Railroad/ponds (west), residential and church (south), Hwy 100 (north and east) 2020 aerial photo (Hennepin County) 2 Summary Hopkins Public Schools is applying for a Major Planned Unit Development (PUD) Amendment in order to expand the boundary of the PUD and to incorporate additional lan d area currently addressed as 5300 Glenwood Avenue. This expansion would allow for the completion of a traffic control plan initiated as part of Amendment #4 in 2018 as well as provide space for future special education and virtual learning programs. Background PUD No. 90 was adopted by the City Council on December 19, 2000. The PUD was established to allow the City and the School District to build the Davis Community Center following the relocation of Turners Crossroad and Xenia Avenue. The first amendment to the PUD was approved in May 2012 to allow a small addition to the building. The second amendment, approved in November 2012, allowed for modifications to be made to the parking area. A third amendment was approved in October 2013 to consolidate the Meadowbrook School parcel, the Davis Community Center parcel, and the former Crisis Nursery parcel (which was connected to the main school building via a newly constructed tunnel). The latest amendment (number four) was approved in May 2018. This modification allowed for the addition of nine new classrooms on the west side of the building and modified both the east and west parking lots as well as right-of- way improvements with new turn lanes to improve traffic flow. Hopkins School District applied for a fifth PUD Amendment in 2021, but eventually withdrew its application. Existing Conditions The size of the current Meadowbrook PUD is roughly 10.5 acres. It is bounded on the west by Turners Crossroad North, on the east by Highway 100, and to the south by Glenwood Avenue. An office building sits adjacent to the PUD to the east at 5300 Glenwood Avenue. This is the property that would be included in the PUD if it is expanded. The entire Meadowbrook School site is guided for Institutional use in the Comprehensive Plan and is zoned Institutional - Assembly (I-A), the category reserved primarily for schools and places of worship. There are currently four access points to the school campus—two on Turners Crossroad and two on Glenwood Avenue. The northern driveway on Turners provides access to the loading and unloading area for buses. The southern driveway provides access to a small circular drive and parking area which is utilized for student drop-offs and pick-ups for the school and the community center. Along Glenwood, the western driveway is limited to exiting the site. All vehicles entering the site (teachers, staff, and parents) currently utilize an eastern driveway that loops through the 5300 Glenwood property and threads its way through an upper and lower parking area. Enrollment at the school is capped at 890 students through a condition of the existing PUD Permit. 3 Proposal In response to feedback from the City as part of Amendment #4, the Hopkins School District purchased 5300 Glenwood Avenue and has been testing a new circulation pattern for the eastern parking lot. The new proposal would officially incorporate this property into the PUD. Separately, the school district has submitted applications to change the land use and the zoning of this property. In addition to 5300 Glenwood, the expansion of the PUD would also include land along Highway 100, along Glenwood Avenue, and near the exit ramp from Highway 100 onto Glenwood. This excess right-of-way is not needed by MnDOT, Hennepin County, or the City and would help to ensure all school uses (such as the running track) are located on school grounds. The City suppo rts transferring responsibility for some existing infrastructure to the school as part of this arrangement. As part of this project, the parking lot at 5300 would be improved to provide a more direct circulation pattern and better capture and treat stormwater runoff. New lighting and landscaping around the parking lot would also be provided. The existing narrow drive that connects the two properties would be widened and improved to create a direct route for queueing vehicles. The northeast corner of the existing east Meadowbrook lot would also be expanded slightly in order to recapture some of the parking stalls lost during this realignment. Overall, between the two parking lots, the parking count would drop from 219 to 200. As a carry-over from the last PUD amendment, the school has also provided a letter confirming the process for verifying student enrollment annually as well as a description of the site logistics for drop-offs and pick-ups of students. Neighborhood Notification The City’s adopted Neighborhood Notification Policy requires a neighborhood mailing be sent for changes to the Future Land Use or Zoning maps. Because the proposed Major PUD Amendment for this property required a neighborhood meeting be held, the three items were all addressed at one meeting held on March 7. No neighbors attended the meeting in-person (one listened in remotely) and to date staff have received no comments on the land use change, the rezoning, or the PUD amendment. Evaluation Land Use and Zoning Considerations As a PUD, the City can offer flexibility from the regular zoning requirements in order to achieve a better development. With the inclusion of 5300 Glenwood Avenue and the adjacent excess rights- of-way along Highway 100 and Glenwood Avenue, very little additional flexibility is being requested on the part of the City. The primary modification would be the expansion of the drive between the Meadowbrook campus and the 5300 parcel. This paved connection would not be allowed outside of a PUD, but as part of the development it provides an extended circulation pattern that is a 4 benefit to the City in that it keeps vehicles from queueing on Glenwood Avenue at peak drop-off and pick-up times. Additionally, some interior parking setbacks would continue to be less that what the zoning requirements would be for institutional-zoned properties (25 feet), but because these represent a setback internal to the PUD there are no impacts to surrounding property owners. While there are no impervious surface standards for Institutional-zoned properties, the campus as a whole currently has an amount of impervious coverage that is quite high (approximately 66.3%) relative to the City’s target for Institutional PUDs (45%). As detailed later in this memo, additional impervious areas associated with the proposal would increase this amount slightly to 66.8%. The relative increase is masked by the inclusion of additional pervious areas acquired from MnDOT, Hennepin County, and the City within the new plat. Overall, the inclusion of the 5300 Glenwood property has no discernable impact on the general conformance to the usual Institutional requirements, has great benefit to those traveling along Glenwood Avenue, and requires only one primary concession in terms of zoning flexibility o n the part of the City. Traffic A major impetus for the inclusion of the 5300 Glenwood property into the Meadowbrook PUD is the ability to relieve congestion on Glenwood Avenue by increasing the length of the queueing lanes. The concept of utilizing the long driveway at 5300 and improving the existing internal connection between the two properties was supported by the Planning Commission and City Council during the review process for Amendment #4 in 2018. An informal test of this a rrangement has shown to remove traffic queues from Glenwood Avenue during regular conditions – though it should be noted that traffic congestion did occur during the initial return to school phase of the 2020-21 school year as many parents avoided sending their children to/from school on buses due to COVID concerns. Operations have since been optimized and the problems have been alleviated. As part of the 2021 proposal, a traffic study was conducted to evaluate potential impacts of new small scale programs proposed for the 5300 building. Given the assumptions at the time, including the number of students and staff that would be on-site at this location, the traffic engineer offered a handful of minor considerations to accommodate the new use and ensure traffic on Glenwood was not impacted. These included adjusting the ending time for the new programs to avoid complications of parents queueing in front of the building, keeping an open lane to allow these trips to leave the site quickly, and monitoring for other operational issues that might need to be addressed. The 2022 proposal has adjusted the proposed uses for the 5300 building and the potential impacts are even further reduced given the target number of students and staff that would be on -site. The school district plans to host both a special education program and a new VirtualEDU program at this location. Relevant information for both of these programs is as follows: 5 Program No. of students No. of staff Hours Special Education 16 3 Staff: 7 am to 4 pm Students: 8:50 am to 3:30 pm VirtualEDU none Up to 42 but only 8-10 on site at any time Staff: 7:30 am to 3:30 pm Given that the parent queue begins to back up to the 5300 building by 3:30 or 3:45 pm, staff is recommending the special education program end at 3 pm in order to allow the mini-buses carrying students to load and depart easily. Regardless, the City will retain the right to curtail the use or the hours of operation at this location should future problems arise. Separately, staff has been informed that the school district will be moving the current five sections of the sixth grade away from this location and to various middle schools beginning in the 2023-24 school year. This will reduce the number of students on-site by approximately 125, further relieving congestion pressures on Glenwood Avenue and Turners Crossroad. Stormwater New stormwater management in the form of an underground treatment area would be constructed under the parking lot at 5300 Glenwood, along with improvements to other surrounding infrastructure. Additional details and requirements are included in the Engineering comments below. Lighting New lighting for the parking lot at 5300 and the edge of the east parking lot for Meadowbrook is proposed as part of the improvements associated with this PUD amendment. As submitted, some lighting levels on the plans exceed the allowances of the City’s “dark skies” outdoor lighting standards. Adjustments will be required prior to the approval of the PUD Permit by the City Council. Landscaping The proposed landscaping plans primarily focus on the 5300 Glenwood property, but do include some plantings along the eastern edge of the current Meadowbrook campus. Staff review confirms the required one-for-one replacement of planted and significant trees and shrubs has been met, with 17 new trees, 20 new shrubs, and 15 new perennials replacing 12 identified tr ee removals. Additional review and possible adjustments to species or locations will be conducted as part of the Tree and Landscape Permit process near the end of construction. Platting In addition to replatting the two properties in order to consolidate them into one PUD, additional land would be incorporated by obtaining areas along Highway 100, along Glenwood Avenue, and near the exit ramp from Highway 100 (including the existing driveway to 5300 Glenwood). The school is also required to provide new walkway easements for a public trail along Glenwood Ave that veers onto its property. 6 Enrollment and Operations In response to conditions placed on Meadowbrook as part of Amendment #4, the school district has provided confirmation that enrollment continues to remain below the maximum allowed level of 890 students and has also outlined a process for sharing this information with the City annually. Engineering and Fire Safety Considerations As is standard practice for development proposals, plans were reviewed by the City’s Engineering staff and the following notes were provided: • The school is required to provide walkway easements, to be recorded as separate documents, for any trail along Glenwood that is within the school property. The school should provide exhibits and legal description (two feet north of trail edge) and the City will prepare documents. This was a condition of previous PUD approvals for this site. • The ROW layout is subject to the review and approval of Hennepin County and MnDOT. • City will vacate any interest it has in the MnDOT turnback area over a portion of the east driveway entrance and along the east side of PUD, with the exception that drainage and utility easements will be retained (or must be dedicated on the plat) for any areas with City utilities present. Any and all infrastructure within this vacation area would be owned and maintained by the school district and included in the maintenance agreement executed between the City and the school. • The proposed project requires BCWMC review of the erosion and sediment control plan. The City will need evidence of BCWMC approval before City permits are issued. • The proposal requires plat review by MnDOT and Hennepin County. The stormwater report and plan require review and a permit application from MnDOT for changes proposed to the storm sewer/stormwater system that drains to MnDOT’s system within the Highway 100 corridor. The City will need evidence of MnDOT review and permit issuance before City permits are issued. • If construction dewatering and pumping is required, the City will need to see evidence of permits and approvals from MnDNR and other applicable agencies before City permits are issued. • The existing stormwater maintenance agreement for the Meadowbrook site will need to be updated as part of this PUD Amendment. The City will prepare all documents for review and signatures. The district’s existing chloride management plan for Meadowbrook will need to be updated and included as part of this maintenance agreement. The Fire Department reviewed this proposal for adequate emergency access and public safety requirements and had no concerns. Previously Identified Issues During the review of these applications in 2021, the Planning Commission and City Council raised questions around three topics: 1. Concern over continued loss of green space beginning with past amendments 2. Lack of bike/pedestrian improvements around the site 7 3. Significant grade changes between the 5300 site and the main campus as well as the exiting onto Glenwood Avenue In response, these concerns have been addressed in the revised plans and summarized by the applicant in an attached narrative. Loss of Green Space The proposal increases impervious coverage for the site by 4,117 square feet. The applicant indicates that 3,530 square feet of this is to accommodate pedestrian and bicycle access via sidewalks that will connect the east and west campus, the 5400 Glenwood building, and the trail along Glenwood Avenue. To help offset this additional coverage, 19 parking space will be removed as well as a remnant portion of the old entrance drive to the site just to the east of the 5400 building. Bicycle/Pedestrian Improvements As noted above, new bike/ped connections are proposed to be added t o the site in response to requests that the campus be accommodating of non-vehicle trips. Grade Changes On-site Three areas of concern regarding steep grades were noted by the City Council – the driveway connection between Glenwood Avenue and the east par king lot, the connection between the east parking lot and the south-central lot, and the exit drive from the south-central lot onto Glenwood. Given the fixed elevations of Glenwood Avenue and the two parking lots, there were limited options to modify the grades. A small adjustment was made to the driveway slope allowing that change in grade to be reduced and the connecting drive between the two parking lots was increased in length in order to reduce the average slope, but the presence of the tunnel connecting the 5400 and the 5430 buildings presents an immovable object, thereby preventing the steep slope of the exit drive from being reduced. Anticipated Development Timeline Site/civil construction is planned to take place in in the summer of 2022, including the installation of the stormwater infrastructure and the improvements to the parking lot and driveways . Renovations to the 5300 building would take place in the summers of 2022 and 2023. Findings In order approve an amendment to a PUD, the City must be able to make certain findings as outlined in Section 113-123, Subd. (c)(2) of the City Code. These findings, along with staff responses, are listed below: Quality Site Planning. The PUD plan must be tailored to the specific characteristics of the site and achieve a higher quality of site planning and design than generally expected under conventional provisions of the zoning chapter. 8 The PUD amendment is tailored to the specific characteristics of the site by providing a beneficial circulation plan that ensures vehicles are queueing off of the public right -of-way to avoid creating back-ups and congestion on Glenwood Avenue. Other improvements to the parking lot provide a needed update to older infrastructure. Preservation. The PUD plan must preserve and protect substantial desirable portions of the site’s characteristics, open space, and sensitive environmental features including steep slopes, trees, scenic views, creeks, wetlands, and open waters. Minimal tree removal required as part of the project is mitigated through replanting. No sensitive site features are impacted. Efficient and Effective. The PUD plan must include efficient and effective use of the land (which includes preservation). The proposed amendment would utilize land efficiently by consolidating nearby excess right- of-way and opening up an existing building for additional school operations. Consistency. The PUD plan must result in development that is compatible with adjacent uses and consistent with the Comprehensive Plan and redevelopment plans and goals. The proposal is consistent with the current use of the existing PUD and there are no known impacts to the surrounding residential neighborhood . The proposal is consistent with the City’s Comprehensive Plan, which calls for the support of non -residential growth opportunities and utilizing the PUD process as a way to achieve zoning flexibility. General Health. The PUD plan must be consistent with preserving and improving the general health, safety, and welfare of the people of the city. The PUD amendment would improve general health by providing water quality improvements to the Sweeney Lake sub-watershed through new stormwater management infrastructure, and would improve safety and welfare by ensuring continued improvements to the traffic flow on Glenwood Avenue. Meets Requirements. The PUD plan must meet the intent and purpose provisions of Section 113-123 as well as all other provisions. The creativity and flexibility provided under the PUD section of the Zoning Code allows for the coordinated use of a long driveway across two properties in order to provide congestion reduction. The PUD amendment meets the Intent and Purpose provision of the City Code in that it creates a public benefit in exchange for this flexibility. Recommendation Based on review of the materials submitted and the findings above, staff recommends approval of Amendment #6 to Meadowbrook School PUD No. 90, subject to the following conditions: 1. The photometric plans must be updated to conform to City standards for lighting levels and shall be reviewed and approved by staff prior to the approval of the PUD Permit by the City Council. 2. Information on enrollment, staffing, and program activities shall be provided to the City annually by October 1st or more frequently if changes are proposed or anticipated. Additional enrollment, or changes to staffing or programming, may only occur in concert with the construction of additional comprehensive traffic management solutions. 9 3. On-site student programming in the 5300 Glenwood Avenue building shall end by 3 pm in order to allow those students to exist the site prior to significant parent queueing. The City reserves the right to curtail certain uses or hours of operation for the 5300 building in order to manage congestion on Glenwood Avenue should future problems arise, as determined by the City Engineer. 4. Walkway easements for any trail along Glenwood that is within the school property shall be recorded as separate documents. The school shall provide exhibits and legal description (two feet north of trail edge) and the City will prepare documents. 5. The City will vacate any interest it has in the MnDOT turnback area over a portion of the east driveway entrance and along the east side of PUD, with the exception that drainage and utility easements will be retained (or must be dedicated on the plat) for any areas with City utilities present. Any and all infrastructure within this vacation are a would be owned and maintained by the school district and included in the maintenance agreement executed between the City and the school. 6. The existing stormwater maintenance agreement for the Meadowbrook site shall be updated as part of this PUD Amendment. The City will prepare all documents for review and signatures. The district’s existing chloride management plan for Meadowbrook shall be updated and included as part of this maintenance agreement. This approval is subject to all other state, federal, an d local ordinances, regulations, or laws with authority over this development. Attachments Civil Plans received March 4, 2022 (13 pages) Applicant Responses to Pervious Comments (2 pages) Student Enrollment and Site Logistics Letter from 2021 (2 pages) 2021 Meadowbrook Elementary School Traffic Review (9 pages) VirtualEDU Overview (2 pages) Mar 04, 2022 - 11:06am - User:jworkman L:\PROJECTS\21672.01\CAD\Civil\Sheets\21672.01 - C1 - TITLE.dwg C1.01 TITLE DEVELOPER/OWNER INDEPENDENT SCHOOL DISTRICT NO. 270 1001 HIGHWAY 7 HOPKINS, MN 55305 TEL 952-988-4000 FAX 952-988-4092 CONTACT: CIVIL ENGINEER SAFENGINEERING 3200 122ND AVENUE NE BLAINE, MN 55449 TEL 612-213-9859 CONTACT: NEIL TESSIER, PE. SURVEYOR CORNERSTONE LAND SURVEYING, INC. 6750 STILLWATER, BLVD. NORTH SUITE #1 STILLWATER, MN 55082 TEL 651-275-8969 FAX 651-275-8976 CONTACT: DAN THURMES SHEET INDEX SHEET DESCRIPTION C1.01 TITLE --SURVEY - 5430 GLENWOOD AVENUE --TREE INVENTORY --PROPOSED PLAT C2.02 DEMO PLAN - EAST PARKING LOT C3.01 SITE PLAN - EAST PARKING LOT C4.01 GRADING PLAN - EAST PARKING LOT C5.01 UTILITY PLAN - EAST PARKING LOT C6.01 EROSION CONTROL PLAN - EAST PARKING LOT C6.02 SWPPP NARRATIVE C6.03 SWPPP NARRATIVE L0.01 TREE PROTECTION PLAN L1.01 LANDSCAPE PLAN - EAST PARKING LOT C9.01 DETAILS C9.02 DETAILS C9.03 DETAILS 13 OF 13 SUBSURFACE TREATMENT SYSTEM DETAILS ( ADS) 3 OF 3 SITE LIGHTING PLAN Meadowbrook Elementary School Parking Lot Improvements SAFEngineering Golden Valley, Minnesota Presented by: NO SCALE VICINITY MAP SITE CONSULTANT CONTACT LIST: N.T.S. Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved:Book / Page: Phase:Initial Issue: Client ISD # 270 MEADOWBROOK ELEMENTARY PARKING LOT IMPROVEMENTS GOLDEN VALLEY, MN 5430 GLENWOOD AVE. NT JRW NT PRELIM.1/11/2021 21672.01 I HEREBY CERTIFY THAT THIS SET OF PLANS AND SPECIFICATIONS WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. NEIL TESSIER, PE. DATE REGISTRATION NO. 3/04/2022 26364 SAFEngineering, PLLC Site and Athletic Facility Engineering 3200 122nd Ave. NE Blaine, MN 55449 612-213-9859 nrtessier@gmail.comISD #270 GLENWOOD AVENUE 394 55 100 ELECTRICAL MUSCO 20892 HARTFORD WAY LAKEVILLE, MN 55044 TEL 612-368-9286 CONTACT: SCOTT PEITZ PARCEL 2PID#1902924330007CONTACT:SAFEngineering, PLLCNeil Tessier, PE3200 122nd Avenue NEBlaine, MN 55449612-213-9859nrtessier@gmail.comLHB12013DSURVLHB13DEXISTING CONDITIONSSURVEYCOUNTY/CITY:REVISIONS:PROJECT LOCATION:LAND SURVEYING, INC.CORNERSTONESuite #2001970 Northwestern AveStillwater, MN 55082Phone 651.275.8969Fax 651.275.8976dan@cssurvey.netDATEREVISIONPROJECT NO.FILE NAME5300CALL BEFORE YOU DIG!TWIN CITY AREA:TOLL FREE:1-800-252-1166651-454-0002Gopher State One CallLEGAL DESCRIPTION:GLENWOOD AVECITY OF GOLDEN VALLEYHENNEPINCOUNTY5300 GLENWOOD AVEPID: 1902924330007Parcel 1:That part of the Southwest Quarter of the Southwest Quarter, Section 19, Township 29, Range 24 described asbeginning at the intersection of the center line of County Road No. 40 with a line drawn parallel to and 647.84feet East measured at right angles from the East line of the Southeast Quarter of Section 33, Township 118,Range 21; thence North along said parallel line to a point 252.96 feet North of the South line of said Section 19;thence deflecting to the right 100 degrees 27 minutes, a distance of 102.5 feet along a line hereafter referred toas Line "A"; thence deflecting to the left 57 degrees 55 minutes, a distance of 162.2 feet to the Southwesterly lineof State Trunk Highway No. 100; thence Southeasterly along said Southwesterly line to its intersection with line"A"; thence Westerly along Line "A" to a point thereon 302.5 feet, measured along line "A"; Easterly from theaforedescribed parallel line; thence deflecting to the left 99 degrees 37 minutes to the center line of said CountyRoad No. 40; thence Westerly along said center line to the point of beginning, according to the GovernmentSurvey thereof.Parcel 2:That part of the Southwest Quarter of the Southwest Quarter of Section 19, Township 29 North, Range 24 West ofthe 4th Principal Meridian, Hennepin County, Minnesota, described as follows, to wit: Commencing at a point 330feet East of the West line of said Southwest Quarter of the Southwest Quarter of said Section 19, and 264 feetNorth of the center line of Glenwood Avenue; thence Southeasterly parallel with said center line of GlenwoodAvenue, a distance of 330 feet to actual point of beginning of the tract of land to be described; thence deflectingto the left at an angle of 73 degrees 17 minutes, a distance of 160.5 feet to the intersection with theSouthwesterly right of way line of State Trunk Highway No. 100; thence Southeasterly, along said right of way lineto its intersection with the Northerly property line of the following described tract: That part of the SouthwestQuarter of the Southwest Quarter, Section 19, Township 29, Range 24, described as beginning at the intersectionof the center line of County Road No. 40 with a line drawn parallel with and 647.84 feet East, measured at rightangles, from the East line of the Southeast Quarter of Section 33, Township 118 North, Range 21 West of the 5thPrincipal Meridian; thence North along said parallel line to a point 252.96 feet North of the South line of saidSection 19; thence deflecting to the right 100 degrees 27 minutes a distance of 102.5 feet along a line hereafterreferred to as Line "A"; thence deflecting to the left 57 degrees 55 minutes a distance of 162.2 feet to theSouthwesterly line of State Trunk Highway No. 100; thence Southeasterly along said Southwesterly line to itsintersection with line "A"; thence Westerly along line "A" to a point thereon 302.5 feet, measured along line "A";Easterly from the aforedescribed parallel line; thence deflecting to the left 99 degrees 37 minutes to the centerline of said County Road No. 40; thence Westerly along said center line to the point of beginning; thenceSouthwesterly and Westerly along the Northerly line of said property line to its intersection with a line parallelwith and 677.47 feet East of the West line of said Section 19, as measured along the center line of said GlenwoodAvenue; thence Northerly along said parallel line to a point, distant 264 feet North of said center line; thenceWesterly to the point of beginning.Hennepin County, MinnesotaAbstract Property (Parcel 2)Torrens Property (Parcel 1)**NOTE: THERE APPEARS TO BE A POSSIBLE DESCRIPTION GAP CREATED BY THE DIFFERENCES IN THE WAY THE WESTLINES OF THE ABOVE DESCRIBED PARCEL 1 AND PARCEL 2 ARE DESCRIBED.5430 GLENWOOD AVEPID: 3311821340054Lot 1, Block 1, MEADOWBROOK SCHOOL ADDITION 3RD ADDITION P.U.D. NO. 905400 GLENWOOD AVEPID: 1902924330019Lot 2, Block 1, MEADOWBROOK SCHOOL ADDITION 3RD ADDITION P.U.D. NO. 90All in Hennepin County, Minnesota10-25-19INITIAL ISSUE03-03-20SEWER INFORMATIONCERTIFICATION:I hereby certify that this plan was prepared byme, or under my direct supervision, and that I ama duly Licensed Land Surveyor under the laws ofthe state of Minnesota.Daniel L. Thurmes Registration Number: 25718Date:__________________MEADOWBROOK0NORTH4080ELEMENTARYSCHOOLPID#19029243300195400GLENWOOD AVEPID#33118213400545430GLENWOOD AVESHEET 1 OF 3PARCEL 1 AND PARCEL 2 ARE SHOWN ON SHEET 2 OF 3 SEE SHEET 3 OF 3 SHEETSFOR TREE INFORMATION10-25-19SEE SHEET 2 OF 3 SHEETSFOR SYMBOL LEGENDBENCHMARKSELEVATIONS BASED ON INFORMATION AS SHOWN ON THE MNDOT GEODETICWEBSITE. SURVEY DISK 2735N WITH AN ELEVATION OF 880.95 WAS USED TOESTABLISH VERTICAL CONTROL FOR THIS SURVEY (NAVD 88) TRUNK HIGHWAY NO. 100GLENWOOD AVENUEPARCEL 1PARCEL 1PARCEL 2PID#1902924330007CONTACT:SAFEngineering, PLLCNeil Tessier, PE3200 122nd Avenue NEBlaine, MN 55449612-213-9859nrtessier@gmail.comLHB12013DSURVLHB13DEXISTING CONDITIONSSURVEYCOUNTY/CITY:REVISIONS:PROJECT LOCATION:LAND SURVEYING, INC.CORNERSTONESuite #2001970 Northwestern AveStillwater, MN 55082Phone 651.275.8969Fax 651.275.8976dan@cssurvey.netDATEREVISIONPROJECT NO.FILE NAME5300GLENWOOD AVECITY OF GOLDEN VALLEYHENNEPINCOUNTY10-25-19INITIAL ISSUE03-03-20SEWER INFORMATIONCERTIFICATION:I hereby certify that this plan was prepared byme, or under my direct supervision, and that I ama duly Licensed Land Surveyor under the laws ofthe state of Minnesota.Daniel L. Thurmes Registration Number: 25718Date:__________________MEADOWBROOKELEMENTARYSCHOOLPID#19029243300195400GLENWOOD AVEPID#33118213400545430GLENWOOD AVESHEET 2 OF 310-25-19LEGEND:0NORTH4080SEE SHEET 3 OF 3 SHEETSFOR TREE INFORMATIONCALL BEFORE YOU DIG!TWIN CITY AREA:TOLL FREE:1-800-252-1166651-454-0002Gopher State One CallUNDERGROUND ELECTRICUNDERGROUND CABLE TVUNDERGROUND FIBER OPTICUNDERGROUND TELEPHONEOVERHEAD UTILITYUNDERGROUND GASSANITARY SEWERSTORM SEWERWATERMAINFENCECURB [TYPICAL]CONTOURSBITUMINOUS SURFACECONCRETE SURFACEGRAVEL SURFACEFOUND MONUMENTSET 1/2" IRON PIPEMARKED RLS NO. 25718CABLE TV PEDESTALAIR CONDITIONERELECTRIC MANHOLEELECTRIC METERELECTRIC PEDESTALELECTRIC TRANSFORMERLIGHT POLEGUY WIREPOWER POLEGAS MANHOLEGAS METERTELEPHONE MANHOLETELEPHONE PEDESTALSANITARY CLEANOUTSANITARY MANHOLECATCH BASINSTORM DRAINFLARED END SECTIONSTORM MANHOLEFIRE DEPT. CONNECTIONHYDRANTCURB STOPWATER WELLWATER MANHOLEWATER METERPOST INDICATOR VALVEWATER VALVEBOLLARDFLAG POLEMAIL BOXTRAFFIC SIGNUNKNOWN MANHOLESOIL BORINGSPOT ELEVATIONTRAFFIC SIGNALCONIFEROUS TREEDECIDUOUS TREEBENCHMARKSELEVATIONS BASED ON INFORMATION AS SHOWN ON THEMNDOT GEODETIC WEBSITE. SURVEY DISK 2735N WITH ANELEVATION OF 880.95 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88) PID#1902924330007CONTACT:SAFEngineering, PLLCNeil Tessier, PE3200 122nd Avenue NEBlaine, MN 55449612-213-9859nrtessier@gmail.comLHB12013DSURVLHB13DEXISTING CONDITIONSSURVEYCOUNTY/CITY:REVISIONS:PROJECT LOCATION:LAND SURVEYING, INC.CORNERSTONESuite #2001970 Northwestern AveStillwater, MN 55082Phone 651.275.8969Fax 651.275.8976dan@cssurvey.netDATEREVISIONPROJECT NO.FILE NAME5300GLENWOOD AVECITY OF GOLDEN VALLEYHENNEPINCOUNTY10-25-19INITIAL ISSUE03-03-20SEWER INFORMATIONCERTIFICATION:I hereby certify that this plan was prepared byme, or under my direct supervision, and that I ama duly Licensed Land Surveyor under the laws ofthe state of Minnesota.Daniel L. Thurmes Registration Number: 25718Date:__________________MEADOWBROOKELEMENTARYSCHOOLPID#19029243300195400GLENWOOD AVEPID#33118213400545430GLENWOOD AVESHEET 3 OF 31Acer sppMaple82Betula nigraRiver Birch63Betula nigraRiver Birch64Acer saccharinumSilver Maple3Multi Stem5Acer saccharinumSilver MapleMulti Stem6Acer saccharinumSilver MapleMulti Stem7Pinus sylvestrisScots Pine48Pinus sylvestrisScots Pine49Pinus sylvestrisScots Pine410Malus sppOrnamental Crab Apple211Malus sppOrnamental Crab Apple212Malus sppOrnamental Crab Apple213Sorbus sppOrnamental Mountain Ash214Sorbus sppOrnamental Mountain Ash215Sorbus sppOrnamental Mountain Ash216Sorbus sppOrnamental Mountain Ash217Acer saccharinumSilver Maple3Multi Stem18Acer saccharinumSilver Maple3Multi Stem19Salix sppWillow SppMulti Stem20Betula nigraRiver Birch6Multi Stem21Betula nigraRiver Birch24Multi Stem22Betula nigraRiver Birch6Multi Stem23Fraxinus sppAsh3024Malus sppCrab Apple825Malus sppCrab Apple826Fraxinus sppAsh3027Magnolia sppMagnolia228Magnolia sppMagnolia229Magnolia sppMagnolia230Acer sppMaple1231Malus sppApple Tree- Fruit632 Betula papyriferaPaper BirchMulti Stem33Betula papyriferaPaper BirchMulti Stem34Quercus macrocarpaBur Oak3035Pinus sylvestrisScots Pine236Pinus sylvestrisScots Pine1837Fraxinus sppAsh3038 Celtis occidentalisHackberry639Pinus sylvestrisScots Pine2440Pinus sylvestrisScots Pine2441Pinus sylvestrisScots Pine1542Fraxinus sppAsh2443Betula papyriferaPaper Birch6Multi Stem44Betula papyriferaPaper Birch6Multi Stem45Betula papyriferaPaper Birch6Multi Stem46Pinus sylvestrisScots Pine1247Quercus rubraRed Oak548Pinus sppPine649Betula nigraRiver Birch6Multi Stem50Pinus resinosaRed Pine851Pinus resinosaRed Pine852Fraxinus sppAsh653Fraxinus sppAsh654Fraxinus sppAsh655Pinus resinosaRed Pine856Pinus resinosaRed Pine657Pinus resinosaRed Pine658Quercus rubraPin Oak659Quercus macrocarpaBur Oak460Betula nigraRiver Birch4Multi Stem61Betula nigraRiver Birch4Multi Stem62Betula nigraRiver Birch4Multi Stem63Acer sppMaple564Acer sppMaple565Acer sppMaple566Acer sppMaple567Picea sppSpruce668Pinus sppPine669Celtis occidentalisHackberry570Ulmus thomasiiRock Elm1071Acer sppMaple272Acer sppMaple273Acer sppMaple274Acer sppMaple275Robinia sppLocustMulti Stem76Robinia sppLocust577Robinia sppLocust778 Tilia sppLinden179Robinia sppLocust880Robinia sppLocust1081Picea sppSpruce15Half Dead82 Tilia sppLinden683 Tilia sppLinden684 Tilia sppLinden3685 Tilia sppLinden686 Tilia sppLinden887Ulmus thomasiiRock Elm788Ulmus thomasiiRock Elm489Amur ChockcherryAmur Chockcherry490Fraxinus sppAsh1291N/AN/A92Fraxinus sppAsh1293Malus sppCrab Apple8Multi Stem94Fraxinus sppAsh1095 Tilia sppLinden496Fraxinus sppAsh1897Celtis occidentalisHackberry1298Fraxinus sppAsh1299Syringa reticulataTree Lilac6100Picea sppSpruce6101Abies balsameaBalsam Fir6102Fraxinus sppAsh24103Malus sppCrab AppleMulti Stem104Malus sppCrab AppleMulti Stem105Malus sppCrab Apple6Multi Stem106Malus sppCrab Apple6107 Acer negundoBox Elder12108Celtis occidentalisHackberry10109Celtis occidentalisHackberry8110Celtis occidentalisHackberry8111Celtis occidentalisHackberry6112N/AN/A113Celtis occidentalisHackberry8114Malus sppCrab Apple5115Celtis occidentalisHackberry6116Quercus sppOak8117Robinia sppLocust10118Ulmus thomasiiRock Elm8119Betula nigraRiver Birch4Multi Stem120Betula nigraRiver Birch4Multi Stem121Betula nigraRiver Birch4Multi Stem122Betula nigraRiver Birch4Multi Stem123Betula nigraRiver Birch4Multi Stem124Betula nigraRiver Birch4Multi Stem125Betula nigraRiver Birch4Multi Stem126Betula nigraRiver Birch4Multi Stem127Betula nigraRiver Birch4Multi Stem128Betula nigraRiver Birch4Multi Stem129Betula nigraRiver Birch4Multi Stem130Betula nigraRiver Birch4Multi Stem131Betula nigraRiver Birch4Multi Stem132Fraxinus sppAsh24Mostly Dead133 Acer negundoBox Elder6134Betula nigraRiver Birch6Multi Stem135Betula nigraRiver Birch6Multi Stem136Picea sppSpruce8901Prunus spp.Crab Apple4902Prunus spp.Crab Apple4903Prunus spp.Crab Apple4904Prunus spp.Crab Apple4905Prunus spp.Crab Apple3906Prunus spp.Crab Apple5907Prunus spp.Crab Apple6908Prunus spp.Crab Apple9909Prunus spp.Crab Apple9910Fraxinus spp.Ash10911Fraxinus spp.Ash9912Acer plataniodesNorway Maple8913Acer plataniodesNorway Maple8914Acer plataniodesNorway Maple9915Acer spp.Maple4916Picea pungensBlue Spruce7917Prunus spp.Crab Apple4918Prunus spp.Crab Apple4919Picea pungensBlue Spruce8920Picea pp.Spruce6921Picea pungensBlue Spruce8922Acer spp.Maple4923Acer spp.Maple5924Picea pungensBlue Spruce7925Picea spp.Spruce5926Picea pungensBlue Spruce6927Tilia cordataSmall Leaf Linden4928Acer saccarinumSilver Maple16/14Double929Picea pungensBlue Spruce6930Picea spp.Spruce8931Picea spp.Spruce6932Picea pungensBlue Spruce6933Populus deltoidesCottonwood30934Populus deltoidesCottonwood18/18/20Triple935Fraxinus spp.Ash12936Fraxinus spp.Ash9/5Twin937Populus deltoidesCottonwood16938Fraxinus spp.Ash10939Fraxinus spp.Ash6940Populus deltoidesCottonwood20941Populus deltoidesCottonwood29942Fraxinus spp.Ash8943Acer negundoBox Elder15Dead944Populus deltoidesCottonwood18945Acer negundoBox Elder11/12Twin946Populus deltoidesCottonwood10/10Twin947Populus deltoidesCottonwood12948Populus deltoidesCottonwood21/26/32TripleTREE #NAMECOMMON NAMESIZE (IN)NOTESTREE #NAMECOMMON NAMESIZE (IN)NOTESTREE #NAMECOMMON NAMESIZE (IN)NOTES10-25-19 TRUNK HIGHWAY NO. 100GLENWOOD AVENUEPARCEL 3PROPOSED R/W EASEMENT VACATION(AREA SHOWN PER MNDOT DESCRIPTION)PROPOSED TRAILEASEMENT AREA #1PROPOSED R/W VACATIONPROPOSED R/W EASEMENT VACATIONPROPOSED TRAILEASEMENT AREA #2PROPOSED R/W (TO BEDEDICATED ON FUTURE PLAT)PARCEL 1PARCEL 2 PARCEL 4 PARCEL 5PARCEL 6PARCEL 7PARCEL 8PARCEL 8PROPOSED R/W (TO BEDEDICATED ON FUTURE PLAT)PROPOSED DRAINAGE ANDUTILITY EASEMENT AREAPID#1902924330007CONTACT:SAFEngineering, PLLCNeil Tessier, PE3200 122nd Avenue NEBlaine, MN 55449612-213-9859nrtessier@gmail.comLHB12013DSURVLHB13DPROPOSED R.O.W.SKETCHCOUNTY/CITY:PROJECT LOCATION:LAND SURVEYING, INC.CORNERSTONESuite #2001970 Northwestern AveStillwater, MN 55082Phone 651.275.8969Fax 651.275.8976dan@cssurvey.netPROJECT NO.FILE NAME5300CALL BEFORE YOU DIG!TWIN CITY AREA:TOLL FREE:1-800-252-1166651-454-0002Gopher State One CallGLENWOOD AVECITY OF GOLDEN VALLEYHENNEPINCOUNTYMEADOWBROOK0NORTH50100ELEMENTARYSCHOOLPID#19029243300195400GLENWOOD AVEPID#33118213400545430GLENWOOD AVE T R U N K H I G HW A Y N O . 1 0 0 GLENWOO D A V E N U E TEMPORARY CURBS18A LIGHT POLE & FOOTING18A TREES 18A TREES 18A METAL RING18A BITUMINOUS18A TEMPORARY CURBS18A TURF18A CURB & GUTTER 18A CURB & GUTTER 18ASAWCUT SAWCUT BITUMINOUS18A CURB & GUTTER18A STORMWATER STRUCTURES19A SHELTER18A CONCRETE18A LIGHT POLE & FOOTING18A LIGHT POLE & FOOTING18A STORMWATER CMP 18ALIGHT POLE & FOOTING18A CURB & GUTTER18A FES & RIP-RAP18A TREES18A FES & RIP-RAP18A WALL 19A CONCRETE18A CONCRETE19A SAWCUT RETAINING WALLS 19A TEMPORARY CURBS18A TEMPORARY CURBS18A BITUMINOUS18A FES & RIP-RAP18A UTLITIES19A UTILITES19A FES 18A TURF18A TURF18A BITUMINOUS18A CURB & GUTTER18A 18A 10' OF 15" RCP18A 10' OF 12" RCP18A 10' OF 18" CMP18A BOULDERS18A FES 19A PLANTERS18A TREES18A CLEANOUT20A CLEANOUT20A UTILITIES19A UTILITIES19A BASINS20A TREE18A BITUMINOUS18A CURB & GUTTER18A TREES18A CURB & GUTTER18A SCALE IN FEET 0 6030 NORTH Mar 04, 2022 - 11:07am - User:jworkman L:\PROJECTS\21672.01\CAD\Civil\Sheets\21672.01 - C2 - DEMO.dwg C2.02 DEMO PLAN - EAST PARKING LOT Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved:Book / Page: Phase:Initial Issue: Client ISD # 270 MEADOWBROOK ELEMENTARY PARKING LOT IMPROVEMENTS GOLDEN VALLEY, MN 5430 GLENWOOD AVE. NT JRW NT PRELIM.1/11/2021 21672.01 I HEREBY CERTIFY THAT THIS SET OF PLANS AND SPECIFICATIONS WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. NEIL TESSIER, PE. DATE REGISTRATION NO. 3/04/2022 26364 SAFEngineering, PLLC Site and Athletic Facility Engineering 3200 122nd Ave. NE Blaine, MN 55449 612-213-9859 nrtessier@gmail.com LEGEND UNDERGROUND GAS STONE RETAINING WALL CHAIN LINK FENCE WOOD FENCE IRON FENCE WIRE FENCE UNDERGROUND ELECTRIC UNDERGROUND CABLE TV UNDERGROUND TELEPHONE OVERHEAD ELECTRIC SANITARY SEWER FORCE MAIN WATERMAIN DRAIN TILE STORM SEWER LIGHT HYDRANT GAS METER SPRINKLER HEAD SPRINKLER VALVE GUARD RAIL HANDRAIL EDGE OF TREES TREES / SHRUBS CONCRETE GUARD POLES SIGNS CONCRETE CURB BITUMINOUS CURB BUILDING SAW CUT EXIST BITUMINOUS PAVEMENT REMOVE EXISTING UTILITY LINE EXISTING REMOVE BY CONTRACTOR KEYNOTES 18A SAVE IN PLACE19A ADJUST BY CONTRACTOR20A ADJUST BY OWNER21A NO PARKINGNO PARKINGFFE 858.3WET LAND T R U N K H I G H W A Y N O . 1 0 0 GLENWOO D A V E N U E LT LT PIV GM ELEC. BOX GAS METER GRAVEL GRA V EL GRAVELGRAV E L GRAVEL 24'24'9'24'18.5'18.5'18.5'24'18.5' 25' SAW CUT LINE NEW CATCH BASIN NEW CATCH BASIN TWO TRENCH GRATES & 5 CY RIP RAP SAW CUT LINE 02H 04A SIGN 07A SIGN07H 04A 04B CURB & GUTTER01C CURB & GUTTER01C 03A CURB AND GUTTER01A 03F 24'03F CURB & GUTTER01A 02B 03A CURB & GUTTER01A NEW 12" RCP @ 10' NEW 15" RCP @ 20' CONCRETE SIDEWALK02A ADA RAMP ADA PARKING SIGNS ON BUILDING CURB AND GUTTER01A 48.3'79.2'21.9'91.2'55.1'24'13.3'55.7'13'47'66'31.8' 55. 6 ' 5 ' NEW MANHOLE 18.5' 24' 18.5' 02C26'68.2'CURB & GUTTER01C MANHOLE04BCURB & GUTTER01A NEW FES WITH 10 CY RIPRAP 04F CLEANOUT04J CLEANOUT04J 92'53' CURB & GUTTER01A CATCH BASIN04B MANHOLE04B 4" W x 6' L WHITE DASHED STRIPES 4" W x 6' L WHITE DASHED STRIPES 4" W SOLID YELLOW STRIPE 13'13' MANHOLE04B 15' 07B 07G07H 04B 4" W x 6' L WHITE DASHED STRIPES 07A07G07H 07G 04B REMOVE AND RESET EXISTING CB CASTINGS04B CONTINUE STRIPES TO BUILDING 12'12'-02E -02E -02E -02E -02E -02E -02E -02E -02E -02E -02E -02E -02E 6'03F 02B -02E CONCRETE SIDEWALK02A CONCRETE SIDEWALK02A SAW CUT LINE ADA RAMP02C 02CADA RAMP 03A CURB & GUTTER01C DROP STRUCTURE 04Z SAW CUT LINE MANHOLE04B MANHOLE04B 02B -FES W/ 10 CY RIP RAP04F16'13.6'Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved:Book / Page: Phase:Initial Issue: Client ISD # 270 MEADOWBROOK ELEMENTARY PARKING LOT IMPROVEMENTS GOLDEN VALLEY, MN 5430 GLENWOOD AVE. NT JRW NT PRELIM.1/11/2021 21672.01 I HEREBY CERTIFY THAT THIS SET OF PLANS AND SPECIFICATIONS WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. NEIL TESSIER, PE. DATE REGISTRATION NO. 3/04/2022 26364 SAFEngineering, PLLC Site and Athletic Facility Engineering 3200 122nd Ave. NE Blaine, MN 55449 612-213-9859 nrtessier@gmail.com LEGEND EASEMENT CURB & GUTTER BUILDING RETAINING WALL CHAINLINK FENCE NUMBER OF PARKING STALLS PER ROW SIGN PIPE BOLLARD STANDARD DUTY ASPHALT PAVING SAND FILTER UNDER PAVING CONCRETE PAVING PROPERTY LIMIT EXISTINGPROPOSED KEY NOTE WETLAND LIMITS TREELINE XX XX 0 NORTH SCALE IN FEET 30 60 Mar 04, 2022 - 11:07am - User:jworkman L:\PROJECTS\21672.01\CAD\Civil\Sheets\21672.01 - C3 - SITE.dwg C3.01 SITE PLAN - EAST PARKING LOT DETAIL XX 04F FLARED END SECTION WITH RIP-RAP DETAIL KEYNOTES 02H TRENCH GRATE 01A D312 CURB AND GUTTER 03A STANDARD DUTY ASPHALT PAVING 07A SIGN POST 04B MANHOLE CATCH BASIN 02A CONCRETE SIDEWALK 02B HEAVY DUTY CONCRETE 02C ADA ACCESSIBLE RAMP 01C B612 CURB AND GUTTER 04J CLEAN OUT LIGHT POLE 04A CURB CATCH BASIN 07E ADA SYMBOL 07H DO NOT ENTER SIGN 07B ADA SIGNS 07G STOP SIGN 02E LIGHT POLE MAINTENANCE STRIP 03F ASPHALT PAVING OVER SAND FILTER 858.3 861860859858 858 857856855854853852 8 6 4 8638628618608598 5 9 8 5 8 857 856 857.4 858.4 858.2 858.2 858.1858.2 858.0 858.3 HP 858.0 858.2 858.2 858.4 858.2858.8 859 859.9 86 0 860.7 857.0 859861862863864865866867868857.3 856.8860857.4 8598608518 6 5 866 867 868 869 870 871 872 873866867 874 875 857.2 857.2 858.6 HP 858.5 858.2 FFE 858.3 857.5 858 858.3 858.3 858.3 858 858.1 857.6 10' WIDE VEGETATED GRASS SWALE TO DISSIPATE STORMWATER FLOW. TRENCH GRATES 18.3%23.0%18 . 4 %8.5%10.0% SCALE IN FEET 0 6030 NORTH Mar 04, 2022 - 11:07am - User:jworkman L:\PROJECTS\21672.01\CAD\Civil\Sheets\21672.01 - C4 - GRAD.dwg C4.01 GRADING PLAN - EAST PARKING LOT Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved:Book / Page: Phase:Initial Issue: Client ISD # 270 MEADOWBROOK ELEMENTARY PARKING LOT IMPROVEMENTS GOLDEN VALLEY, MN 5430 GLENWOOD AVE. NT JRW NT PRELIM.1/11/2021 21672.01 I HEREBY CERTIFY THAT THIS SET OF PLANS AND SPECIFICATIONS WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. NEIL TESSIER, PE. DATE REGISTRATION NO. 3/04/2022 26364 SAFEngineering, PLLC Site and Athletic Facility Engineering 3200 122nd Ave. NE Blaine, MN 55449 612-213-9859 nrtessier@gmail.com 902.5 X 902 SPOT ELEVATION CONTOUR RIP RAP OVERFLOW ELEV. CURB & GUTTER BUILDING RETAINING WALL PROPERTY LIMIT EXISTINGPROPOSED LEGEND WETLAND LIMITS TREELINE STORM SEWER SOIL BORINGS DRAINTILE EOF 902.5 D LIGHT POLE 861860859858 858 857856855854853852 8 6 4 8638628618608598 5 9 8 5 8 857 856 86 0 8598618628638648658668678688608598608518 6 5 866 867 868 869 870 871 872 873866867 874 875 FFE 858.3 858 858 10' WIDE VEGETATED GRASS SWALE TO DISSIPATE STORMWATER FLOW. CB 02 RE=857.20 IE=853.6 (W) IE=853.5 (E) SUMP=851.50 18 LF - 15" RCP CONNECTION IS TO EXISTING MN/DOT STORMWATER PIPE AT 853.50* *(FIELD VERIFY) 41 LF - 15" SCH40 PVC @ 0.8%MH 08 RE=868.00 IE=864.90 (SE) IE=862.00 (NW) 12 LF - 12" RCP @ 1.00% 50 LF - 15" SCH 40 PVC @ 1.0% FES 01 IE=846.00 FIELD VERIFY CB 01 RE=856.80 IE=854.20 (SE) IE=854.15 (NW) SUMP=852.15 61 LF - 12"SCH40 PVC @ 12.8% MH 06 RE=857.8 IE=853.51 (N) IE=854.54 (E) IE=855.10(SE) 20 LF - 24" RCP @ 1.5% PIPE01 - 24" OUT IE=852.05 9 LF - 12" PVC @ 3.78% PIPE07 - 12" IN IE=853.80 PIPE06 - 15" OUT IE=853.70 PIPE05 - 15" IN IE=853.55 PIPE08 - 12" OUT IE=855.47 16 LF - 24" RCP @ 1.5% MH 07 RE=853.30 IE=851.81 S IE=846.30 N 40 LF - 12" SCH 40 PVC @ 1.0% 50 LF - 15" SCH 40 PVC @ 5.8% 42 LF - 12" RCP @ 0.5% 80 LF - 18" SCH 40 PVC @ 3.0% FES 02 IE=857.50 CB 06 RE=864.00 RE=856.5 (S) CB 04 RE=862.30 IE=856.1 (N) IE=856.1 (W) IE=856.0 (E) SUMP=584.0 CB 03 RE=860.8 IE=855.8 (NW) IE=855.8 (S) IE=855.7 (E) SUMP=583.7 CB 05 RE=864.0 IE=859.0 (E) TRENCH GRATES 45 LF - 18" SCH 40 PVC @ 0.5% PIPE 15" OUT IE=852.40 3 LF - 15" SCH40 PVC @ 1.5% PIPE 15" IN IE=852.34 6 LF - 15" SCH 40 @ 1.17% CB 03 RE=856.0 IE=853.05 (SW) SUMP=551.05 PIPE 15" IN IE=852.98 MH 04 RE=857.9 IE=853.25 (W) IE=853.13 (E) IE=852.92 (N) MH 05 RE=858.4 IE=853.13 (E) IE=853.13 (W) IE=852.92 (N) MH 02 RE=856.7 IE=852.92 (S) IE=853.13 (E) IE=853.13 (W) IE=852.34 (N) IE=852.34 (DT) MH 03 RE=856.4 IE=853.5(NW) IE=853.13 (E) IE=853.13 (W) IE=852.92 (S) MH 01 RE=857.40 IE=853.13(W) IE=853.13(N) IE=852.92 (S) WETLAND 25' SETBACK SCALE IN FEET 0 6030 NORTH Mar 04, 2022 - 11:08am - User:jworkman L:\PROJECTS\21672.01\CAD\Civil\Sheets\21672.01 - C6 - UTIL.dwg C5.01 UTILITY PLAN - EAST PARKING LOT Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved:Book / Page: Phase:Initial Issue: Client ISD # 270 MEADOWBROOK ELEMENTARY PARKING LOT IMPROVEMENTS GOLDEN VALLEY, MN 5430 GLENWOOD AVE. NT JRW NT PRELIM.1/11/2021 21672.01 I HEREBY CERTIFY THAT THIS SET OF PLANS AND SPECIFICATIONS WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. NEIL TESSIER, PE. DATE REGISTRATION NO. 3/04/2022 26364 SAFEngineering, PLLC Site and Athletic Facility Engineering 3200 122nd Ave. NE Blaine, MN 55449 612-213-9859 nrtessier@gmail.com 902.5 X 902 SPOT ELEVATION CONTOUR RIP RAP OVERFLOW ELEV. CURB & GUTTER BUILDING RETAINING WALL PROPERTY LIMIT EXISTINGPROPOSED LEGEND WETLAND LIMITS TREELINE STORM SEWER SOIL BORINGS DRAINTILE EOF 902.5 D LIGHT POLE NO PARKINGNO PARKING861860859858 858 857856855854853852 8 6 4 8638628618608598598 5 8 857 856 86 0 859861862863864865866867868860859860PROPOSED R / W V A C A T I O N PROPOSED R / W E A S E M E N T V A C A T I O N8518 6 5 866 867 868 869 870 871 872 873866867 874 875 FFE 858.3 858 858WET LAND T R U N K H I G H W A Y N O . 1 0 0 GLENWOO D A V E N U E LT LT SAN. MH RIM=878.1 INV=868.0 PIV GM ELEC. BOX GAS METER SAN. MH INV=860.4 GRAVEL GRA V EL GRAVELGRAV E L GRAVEL RIM=866.0 Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved:Book / Page: Phase:Initial Issue: Client ISD # 270 MEADOWBROOK ELEMENTARY PARKING LOT IMPROVEMENTS GOLDEN VALLEY, MN 5430 GLENWOOD AVE. NT JRW NT PRELIM.1/11/2021 21672.01 I HEREBY CERTIFY THAT THIS SET OF PLANS AND SPECIFICATIONS WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. NEIL TESSIER, PE. DATE REGISTRATION NO. 3/04/2022 26364 SAFEngineering, PLLC Site and Athletic Facility Engineering 3200 122nd Ave. NE Blaine, MN 55449 612-213-9859 nrtessier@gmail.com 0 NORTH SCALE IN FEET 30 60 Mar 04, 2022 - 11:08am - User:jworkman L:\PROJECTS\21672.01\CAD\Civil\Sheets\21672.01 - C5 - EROS.dwg C6.01 EROSION CONTROL PLAN - EAST PARKING LOT DIRECTION OF OVERLAND FLOW TEMPORARY DIVERSION DITCH LIMITS OF DRAINAGE SUB-BASIN INLET PROTECTION DEVICE TEMPORARY STONE CONSTRUCTION ENTRANCE LIMITS OF DISTURBANCE OVERFLOW ELEV. CONTOUR RIP RAP CHECK DAM SILT FENCE SOIL BORINGS EXISTINGPROPOSED STORM SEWER CURB & GUTTER DRAINTILE THE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTIL THE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS, SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THE NOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALL REVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, TO BE KEPT ON FILE IN ACCORDANCE WITH THE RECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE. SILT DIKE BIO-ROLL LEGEND NOTE TO CONTRACTOR EOF 902.5 D 902 IPX LIGHT POLE Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved:Book / Page: Phase:Initial Issue: Client ISD # 270 MEADOWBROOK ELEMENTARY PARKING LOT IMPROVEMENTS GOLDEN VALLEY, MN 5430 GLENWOOD AVE. NT JRW NT PRELIM.1/11/2021 21672.01 I HEREBY CERTIFY THAT THIS SET OF PLANS AND SPECIFICATIONS WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. NEIL TESSIER, PE. DATE REGISTRATION NO. 3/04/2022 26364 SAFEngineering, PLLC Site and Athletic Facility Engineering 3200 122nd Ave. NE Blaine, MN 55449 612-213-9859 nrtessier@gmail.com Mar 04, 2022 - 11:08am - User:jworkman L:\PROJECTS\21672.01\CAD\Civil\Sheets\21672.01 - C5 - EROS.dwg C6.02 SWPPP NARRATIVE SECTION 1: SITE EVALUATION, ASSESSMENT, AND PLANNING 1.1 PROJECT/SITE INFORMATION PROJECT/SITE NAME: MEADOWBROOK ELEMENTARY PARKING LOT IMPROVEMENTS PROJECT STREET/LOCATION: 5430 GLENWOOD AVE. CITY: GOLDEN VALLEY STATE: MINNESOTA ZIP CODE: 55422 COUNTY: HENNEPIN NPDES PERMIT NUMBER: TBD 1.2 CONTACT INFORMATION/RESPONSIBLE PARTIES COMPANY/ORGANIZATION NAME: SAFENGINEERING, PLLC CONTACT NAME: NEIL TESSIER ADDRESS: 3200 122 AVE NE CITY, STATE, ZIP CODE: BLAINE, MN 55449 TELEPHONE NUMBER: 612-213-9859 GENERAL CONTRACTOR (TO BE COMPLETED BY GENERAL CONTRACTOR): COMPANY/ORGANIZATION NAME: CONTACT NAME: ADDRESS: CITY, STATE, ZIP CODE: TELEPHONE NUMBER: FAX/EMAIL: THE GENERAL CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE MINNESOTA GENERAL PERMIT AUTHORIZATION TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM PERMIT PROGRAM (GENERAL PERMIT). THE GENERAL CONTRACTOR MUST COMPLY WITH ANY LOCAL GOVERNING AGENCY (LGU) HAVING JURISDICTION CONCERNING EROSION AND SEDIMENT CONTROL. THE GENERAL CONTRACTOR SHALL BE REQUIRED TO BE A CO-APPLICANT WITH THE OWNER. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE EROSION AND SEDIMENT CONTROL DEVICES. THE “APPLICATION FOR GENERAL STORM-WATER PERMIT FOR CONSTRUCTION ACTIVITY (MN R100001)” SHALL BE COMPLETED BY THE GENERAL CONTRACTOR AND SUBMITTED ONLINE, ALONG WITH THE REQUIRED APPLICATION FEE, THROUGH THE MPCA'S WEBSITE. UNLESS NOTIFIED BY THE MINNESOTA POLLUTION CONTROL AGENCY (MPCA) TO THE CONTRARY, APPLICANTS WHO SUBMIT A COMPLETE APPLICATION FORM IN ACCORDANCE WITH THE REQUIREMENTS OF THE GENERAL PERMIT ARE AUTHORIZED TO DISCHARGE STORM WATER FROM THE CONSTRUCTION SITE UNDER THE TERMS AND CONDITIONS OF THIS PERMIT SEVEN (7) CALENDAR DAYS THE ONLINE APPLICATION PROCESS IS COMPLETE(HTTPS://NETWEB.PCA.STATE.MN.US/PRIVATE/). (NOTE: ALL PROJECTS UNDER 50 ACRES MUST SUBMIT THE PERMIT APPLICATION USING THE ONLINE PROCESS. MAILED APPLICATIONS ARE ONLY ACCEPTED FOR PROJECTS THAT DISTURB 50 OR MORE ACRES, AND HAVE A DISCHARGE POINT WITHIN 1 MILE OF A PROTECTED WATER.) ADDITIONALLY, AUTHORIZATION WILL BE DELAYED UNDER THE FOLLOWING CIRCUMSTANCES: ·IF THE PROJECT DISTURBS 50 ACRES OR MORE AND HAS A DISCHARGE POINT WITHIN 1 MILE AND FLOWS TO AN IMPAIRED OR SPECIAL WATER WHOSE DISCHARGE MAY REACH AN IMPAIRED OR SPECIAL WATER LISTED IN SECTION 23 OF THE GENERAL PERMIT THE APPLICANT SHALL SUBMIT THE STORM WATER POLLUTION PREVENTION PLAN AND A COMPLETED APPLICATION AT LEAST 30 CALENDAR DAYS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION ACTIVITIES. UNLESS NOTIFIED BY THE MPCA TO THE CONTRARY, COVERAGE BECOMES EFFECTIVE 30 CALENDAR DAYS AFTER THE POSTMARKED DATE OF THE COMPLETED APPLICATION. ·IF THE PROJECT INCLUDES ALTERNATIVE METHODS THE APPLICATION AND TWO ALTERNATIVE TREATMENT PLANS MUST BE SUBMITTED A MINIMUM OF 90 DAY BEFORE CONSTRUCTION STARTS. EROSION & SEDIMENT CONTROL SUBCONTRACTOR (RESPONSIBLE FOR IMPLEMENTING & UPDATING SWPPP - TO BE COMPLETED BY CONTRACTOR): COMPANY/ORGANIZATION NAME: CONTACT NAME: ADDRESS: CITY, STATE, ZIP CODE: TELEPHONE NUMBER: FAX/EMAIL: EROSION & SEDIMENT CONTROL INSPECTOR (SEE PART 6.1 OF THIS SWPPP FOR MORE INFORMATION ON INSPECTION RESPONSIBILITIES- TO BE COMPLETED BY CONTRACTOR): COMPANY/ORGANIZATION NAME: CONTACT NAME: ADDRESS: CITY, STATE, ZIP CODE: TELEPHONE NUMBER: FAX/EMAIL: GROUND DISTURBING SUBCONTRACTOR(S): COMPANY/ORGANIZATION NAME: CONTACT NAME: ADDRESS: CITY, STATE, ZIP CODE: TELEPHONE NUMBER: FAX/EMAIL: THE GENERAL CONTRACTOR SHALL PROVIDE A CHAIN OF RESPONSIBILITY WITH ALL OPERATORS ON THE SITE TO ENSURE THAT THE SWPPP WILL BE IMPLEMENTED AND STAY IN EFFECT UNTIL THE CONSTRUCTION PROJECT IS COMPLETE AND THE NOT SUBMITTED. THIS SWPPP WAS PREPARED BY: COMPANY/ORGANIZATION NAME: SAMBATEK, INC. CONTACT NAME: EMILY CASTANIAS ADDRESS: 12800 WHITEWATER DRIVE, SUITE 300 CITY, STATE, ZIP CODE: MINNETONKA, MN 55343 TELEPHONE NUMBER: 763-476-6010 SWPPP DESIGNER CERTIFICATION CARD: 1.3 NATURE OF CONSTRUCTION ACTIVITY NATURE OF CONSTRUCTION: THIS SWPPP HAS BEEN PREPARED FOR MAJOR ACTIVITIES ASSOCIATED WITH CONSTRUCTION OF MEADOWBROOK ELEMENTARY SCHOOL PARKING LOT IMPROVEMENTS. ANTICIPATED APPROXIMATE TIMELINES: ESTIMATED PROJECT START DATE: 06/15/2022 ESTIMATED PROJECT COMPLETION DATE:08/15/2022 1.4 SOILS, SLOPES, VEGETATION, AND CURRENT DRAINAGE PATTERNS SOIL TYPE(S): SILTY SANDS, CLAYEY SANDS, AND SANDY CLAYS. SLOPES: SLOPES RANGE FROM 2% TO 10% DRAINAGE PATTERNS: THE SITE CURRENTLY DRAINS INTO A CREEK. THE NEW DRAINAGE WILL BE RETAINED ON SITE THEN DISCHARGED INTO THE CREEK. VEGETATION: THE SITE WILL BE SODDED OR LANDSCAPED. RAINFALL INFORMATION: RAINFALL INFORMATION - THE AVERAGE TOTAL ANNUAL PRECIPITATION IS ABOUT 28.32 INCHES. OF THIS ABOUT 17.31 INCHES, OR 61 PERCENT, USUALLY FALLS IN MAY THROUGH SEPTEMBER. THE AVERAGE ANNUAL SNOWFALL IS 57.3 INCHES. 1.5 CONSTRUCTION SITE ESTIMATES PROJECT AREA SUMMARY: TOTAL PROJECT AREA: 12.45 ACRES CONSTRUCTION SITE AREA TO BE DISTURBED: 1.58 ACRES IMPERVIOUS AREAS: IMPERVIOUS AREA BEFORE CONSTRUCTION (ACRES): 8.26 IMPERVIOUS AREA AFTER CONSTRUCTION (ACRES): 8.32 1.6 RECEIVING WATERS CONSTRUCTION PHASE STORM WATER SYSTEM DESCRIPTION: UNDERGROUND RETENTION SYSTEM. DESCRIPTION OF RECEIVING WATERS: SWEENY LAKE 1.7 SITE FEATURES AND SENSITIVE AREAS TO BE PROTECTED N/A 1.8 POTENTIAL SOURCES OF POLLUTION POTENTIAL SOURCES OF SEDIMENT AND OTHER POLLUTANTS TO STORMWATER RUNOFF: CONSTRUCTION PHASE POLLUTANT SOURCES ANTICIPATED AT THE SITE ARE DISTURBED (BARE) SOIL, VEHICLE FUELS AND LUBRICANTS, CHEMICALS ASSOCIATED WITH BUILDING CONSTRUCTION, AND BUILDING MATERIALS. WITHOUT ADEQUATE CONTROL THERE IS THE POTENTIAL FOR EACH TYPE OF POLLUTANT TO BE TRANSPORTED BY STORM WATER. 1.9 ENDANGERED/THREATENED SPECIES NO KNOWN THREATENED OR ENDANGERED SPECIES ARE PRESENT ON SITE. 1.10 HISTORIC PRESERVATION THERE ARE NO KNOWN HISTORIC SITES ON OR NEAR THE CONSTRUCTION SITE. 1.11 APPLICABLE FEDERAL, TRIBAL, STATE OR LOCAL PROGRAMS LOCAL GOVERNING UNIT (LGU) REQUIREMENTS: CITY OF GOLDEN VALLEY AND BASSETT CREEK WATERSHED DISTRICT. 1.12 MITIGATION MEASURES FROM ENVIRONMENTAL REVIEWS/TMDLS/IMPAIRED WATERS 1.13 MAPS N/A EROSION AND SEDIMENT CONTROL PLANS: THE FOLLOWING SITE DEVELOPMENT PLAN SHEETS ARE AN INTEGRAL PART OF THIS SWPPP: C-3.01 - PHASE I EROSION AND SEDIMENTATION CONTROL PLAN/”SITE MAP” C-3.01 - PHASE II EROSION AND SEDIMENTATION CONTROL PLAN/”SITE MAP” C-9.03 - EROSION AND SEDIMENTATION CONTROL DETAILS SECTION 2: EROSION AND SEDIMENT CONTROL BMPS EROSION CONTROL BMPS: THE PURPOSE OF EROSION CONTROL IS TO PREVENT SOIL PARTICLES FROM BECOMING SUSPENDED IN WATER AND BEING TRANSPORTED TO EITHER DOWNSTREAM SURFACE WATERS OR DOWNSTREAM PROPERTIES. APPROPRIATE CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES THAT MINIMIZE EROSION MUST BE PLANNED FOR AND IMPLEMENTED. IN THE NATURAL CONDITION, SOIL IS STABILIZED BY NATIVE VEGETATION. THE PRIMARY TECHNIQUE TO BE USED AT THIS PROJECT FOR FINAL STABILIZATION OF SITE SOIL WILL BE TO PROVIDE A PROTECTIVE COVER OF VEGETATION, PAVEMENT, OR BUILDING. ALL EXPOSED AREAS MUST BE STABILIZED AS SOON AS POSSIBLE (BUT NO LATER THAN THE NEXT WORK DAY) TO LIMIT SOIL EROSION, BUT IN NO CASE LATER THAN 7 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. TEMPORARY SOIL STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS (E.G. CLEAN AGGREGATED STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) AND THE CONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES ARE EXEMPT FROM THIS REQUIREMENT, BUT MUST COMPLY WITH SECTION 2.7 OF THIS SWPPP (SECTION 8.4, 9.9, 9.10, AND 23.9 OF THE GENERAL PERMIT). SEDIMENT CONTROL BMPS: THE PURPOSE OF SEDIMENT CONTROL IS TO PREVENT SOIL PARTICLES THAT HAVE BEEN SUSPENDED IN WATER FROM ENTERING SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS AND STORM SEWER INLETS. SEDIMENT CONTROL BMPS HAVE BEEN DESIGNED AS PART OF THIS SWPPP. IF THE DOWN GRADIENT TREATMENT SYSTEM IS OVERLOADED, THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING ADDITIONAL UP GRADIENT SEDIMENT CONTROL PRACTICES OR REDUNDANT BMPS TO ELIMINATE THE OVERLOADING AND MUST AMEND THE SWPPP TO IDENTIFY THE ADDITIONAL PRACTICES. SEDIMENT CONTROL PRACTICES MUST ALWAYS BE ESTABLISHED ON ALL DOWN GRADIENT PERIMETERS AND BE LOCATED UPGRADIENT OF ANY BUFFER ZONES. THE PERIMETER SEDIMENT CONTROL PRACTICES MUST BE IN PLACE BEFORE ANY UP GRADIENT LAND DISTURBING ACTIVITIES BEGIN. THESE PRACTICES MUST REMAIN IN PLACE UNTIL FINAL STABILIZATION IS ACHIEVED (SEE SECTION 8 OF THIS SWPPP). THE TIMING OF THE INSTALLATION OF SEDIMENT CONTROL PRACTICES MAY BE ADJUSTED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES. ANY SHORT TERM ACTIVITY MUST BE COMPLETED AS QUICKLY AS POSSIBLE AND THE SEDIMENT CONTROL PRACTICES MUST BE RE-INSTALLED IMMEDIATELY AFTER THE ACTIVITY IS COMPLETED. SEDIMENT CONTROL PRACTICES MUST BE INSTALLED BEFORE THE NEXT RAIN EVENT EVEN IF THE ACTIVITY IS NOT COMPLETE. 2.1 MINIMIZE DISTURBED AREA AND PROTECT NATURAL FEATURES AND SOIL 1.INSTALL CONSTRUCTION ENTRANCE. 2.INSTALL SILT FENCE / EROSION CONTROL. 3.DEMO ITEMS AS NEEDED. 4.ROUGH GRADE THE SITE. 5.CONSTRUCT STORM WATER MANAGEMENT SYSTEMS. 6.CONSTRUCT BUILDING PAD AND STRUCTURES IF APPLICABLE. 7.TEMPORARY SEED AS REQUIRED. 8.INSTALL UTILITIES. 9.INSTALL BASE AGGREGATE, CURB AND GUTTER, CONCRETE, AND FIRST LIFT BITUMINOUS. 10.COMPLETE SITE GRADING, TOPSOIL PLACEMENT, SOD, SEED, TREES AND SHRUBS, AND ALL REQUIRED LANDSCAPING ELEMENTS. SOD AND SEE MUST BE INSTALLED WITHIN 7 DAYS OF FINAL GRADING. 11.REMOVE ALL EROSION CONTROL MEASURES ONCE SITE IS STABILIZED. 12.PAVE WEAR COURSE. 2.2 PRESERVE 50 FOOT NATURAL BUFFER N/A 2.3 CONTROL STORMWATER FLOWING ONTO AND THROUGH THE PROJECT MEASURES SHOULD BE TAKEN TO ENSURE THAT “CLEAN” RUNOFF FROM OFF SITE IS DIVERTED AROUND DISTURBED AREAS ON SITE. CARE SHOULD BE TAKEN THAT RE-ROUTING OFF SITE RUNOFF DOES NOT RESULT IN FLOODING OR OTHER ISSUES ON ADJACENT PROPERTIES. BMP DESCRIPTION: SILT FENCE, DANDY SACK. 2.4 STABILIZE SOILS 1.TEMPORARY SEEDING - DISTURBED AREAS THAT ARE NOT YET AT FINAL GRADE BUT THAT WILL NOT BE ACTIVELY WORKED FOR 7 DAYS OR MORE MUST BE TEMPORARILY STABILIZED. TEMPORARY STABILIZATION MUST BE INITIATED IMMEDIATELY WHERE WORK HAS TEMPORARILY CEASED AND MUST BE COMPLETED NO LATER THAN 7 CALENDAR DAYS AFTER WORK IN THAT PORTION OF THE SITE HAS TEMPORARILY CEASED. TEMPORARY SEEDING SHALL BE IN ACCORDANCE WITH MN/DOT SEED MIXTURE NUMBER 21-111 OR 21-112 DEPENDING ON THE SEASON OF PLANTING (SEE MN/DOT SPECIFICATION SECTION 2575.3) SEEDING METHOD AND APPLICATION RATE SHALL CONFORM TO MN/DOT SPECIFICATION SECTION 2575.3. TEMPORARY MULCH SHALL BE APPLIED IN ACCORDANCE WITH MN/DOT SPECIFICATION SECTION 2575.3C. ALTERNATIVELY, HYDRAULIC SOIL STABILIZER IN ACCORDANCE WITH MN/DOT SPECIFICATION SECTION 2575.3E MAY BE USED IN PLACE OF TEMPORARY MULCH. 2.PERMANENT STABILIZATION - ALL AREAS AT FINAL GRADE MUST BE STABILIZED WITHIN 7 DAYS AFTER COMPLETION OF THE MAJOR CONSTRUCTION ACTIVITY. PERMANENT STABILIZATION MUST BE INITIATED IMMEDIATELY WERE WORK HAS PERMANENTLY CEASED AND MUST BE COMPLETED NO LATER THAN 7 CALENDAR DAYS AFTER CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS PERMANENTLY CEASED. SEEDED AREAS SHALL BE PROTECTED WITH MULCH. PERMANENT MULCH SHALL CONFORM TO MN/DOT SPECIFICATION 3882, TYPE 3 AT 2 TONS/ACRE AND SHALL BE DISK ANCHORED. HYDRAULIC SOIL STABILIZER MAY BE USED IN PLACE OF MULCH IF APPROVED BY CIVIL ENGINEER. IF HYDRAULIC SOIL STABILIZER IS USED, IT SHALL BE MN/DOT TYPE 6. 2.5 PROTECT SLOPES N/A 2.6 PROTECT STORM DRAIN INLETS ALL STORM DRAIN INLETS MUST BE PROTECTED BY APPROPRIATE MEANS DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. INLET PROTECTION MAY BE REMOVED FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (STREET FLOODING/FREEZING) HAS BEEN IDENTIFIED AND PERMITTEE(S) HAVE RECEIVED WRITTEN CORRESPONDENCE FROM THE JURISDICTIONAL AUTHORITY (E.G. CITY/COUNTY/TOWNSHIP/MNDOT/ETC.) VERIFYING THE NEED FOR REMOVAL. THE WRITTEN CORRESPONDENCE MUST BE DOCUMENTED IN THIS SWPPP. BMP DESCRIPTION: DANDY SACKS INSTALLATION SCHEDULE: INSTALL INLET PROTECTION IN EXISTING STRUCTURES AS DIRECTED ON THE SWPPP PLAN SHEETS, AND AS NEEDED THROUGHOUT CONSTRUCTION, PRIOR TO BEGINNING GROUND DISTURBING ACTIVITIES UP GRADIENT OF THE INLET. INSTALL INLET PROTECTION ON NEW STRUCTURES AS SOON AS THE STRUCTURES ARE PUT INTO USE. MAINTENANCE AND INSPECTION REQUIREMENTS: INSPECT SILT FENCE EVERY 7 DAYS OR WITHIN 24 HOURS AFTER A 0.5” 24-HOUR RAIN EVENT. SEDIMENT ACCUMULATIONS SHOULD BE REMOVED WHEN SEDIMENT BUILD-UP REACHES 1/2 THE HEIGHT OF THE SILT FENCE. THIS MAINTENANCE MUST BE COMPLETED WITHIN 24 HOURS OF DISCOVERY. RESPONSIBLE STAFF (CONTRACTOR TO COMPLETE): 2.7 ESTABLISH PERIMETER CONTROLS AND SEDIMENT BARRIERS ALL STRUCTURAL SEDIMENT CONTROLS INTENDED TO RECEIVE AND TREAT CONSTRUCTION RUNOFF MUST BE IN PLACE BEFORE ANY UP GRADIENT LAND ALTERATION CAN BEGIN AND MUST STAY IN OPERATION UNTIL FINAL STABILIZATION OF THE SITE HAS BEEN ACHIEVED. TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS, AND CANNOT BE PLACED IN ANY NATURAL BUFFERS OR SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES UNLESS THERE IS A BYPASS IN PLACE FOR THE STORMWATER. BMP DESCRIPTION: SILT FENCE INSTALLATION SCHEDULE: INSTALL SILT FENCE AS DIRECTED ON THE SWPPP PLAN SHEETS, AND AS NEEDED THROUGHOUT CONSTRUCTION, PRIOR TO COMMENCING UP GRADIENT LAND DISTURBING ACTIVITIES. MAINTENANCE AND INSPECTION REQUIREMENTS: INSPECT SILT FENCE EVERY 7 DAYS OR WITHIN 24 HOURS AFTER A 0.5” 24-HOUR RAIN EVENT. SEDIMENT ACCUMULATIONS SHOULD BE REMOVED WHEN SEDIMENT BUILD-UP REACHES 1/2 THE HEIGHT OF THE SILT FENCE. THIS MAINTENANCE MUST BE COMPLETED WITHIN 24 HOURS OF DISCOVERY. RESPONSIBLE STAFF (CONTRACTOR TO COMPLETE): 2.8 RETAIN SEDIMENT ON-SITE ANY OFF-SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED IN A MANNER AND AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF-SITE IMPACT (E.G. FUGITIVE SEDIMENT IN STREETS COULD BE WASHED INTO STORM SEWERS BY THE NEXT RAIN AND/OR POSE A SAFETY HAZARD TO USERS OF PUBLIC STREETS. PERFORM DAILY STREET AND SITE SWEEPING. RESPONSIBLE STAFF (CONTRACTOR TO COMPLETE): 2.9 ESTABLISH VEHICLE TRACKING PADS N/A 2.10 CONTROL STORMWATER DISCHARGE POINTS 1.PIPE OR OTHER TEMPORARY OR PERMANENT OUTLETS MUST BE STABILIZED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. 2.STABILIZE THE NORMAL WETTED PERIMETER OF A DRAINAGE DITCH OR SWALE WITHIN 200 FEET OF THE PROPERTY EDGE WITHIN 24 HOURS OF CONNECTION TO A SURFACE WATER. THE REMAINDER OF THE DITCH MUST BE STABILIZED WITHIN 7 CALENDAR DAYS. BMP DESCRIPTION: RIPRAP AND UNDERGROUND SYSTEM INSTALLATION SCHEDULE: INSTALL RIPRAP AS SHOWN ON SWPPP PLANS AND/OR GRADING PLANS. INSTALLATION MUST BE COMPLETED WITHIN 24 HOURS OF CONNECTING TO A SURFACE WATER. MAINTENANCE AND INSPECTION REQUIREMENTS: INSPECT OUTLETS EVERY 7 DAYS OR WITHIN 24 HOURS AFTER A 0.5” 24-HOUR RAIN EVENT. REPAIR, REPLACE OR SUPPLEMENT NON-FUNCTIONING RIPRAP ENERGY DISSIPATION WITHIN 3 DAYS OR BY THE NEXT RAIN EVENT, WHICHEVER COMES FIRST. ANY OFF SITE ACCUMULATION OF SEDIMENT MUST BE REMOVED IN MANNER AND AT A FREQUENCY TO MINIMIZE OFF-SITE IMPACTS. RESPONSIBLE STAFF (CONTRACTOR TO COMPLETE): 2.11 CHEMICAL EROSION AND SEDIMENT CONTROL BMPS N/A 2.13 ADDITIONAL EROSION AND SEDIMENT CONTROL BMPS N/A Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved:Book / Page: Phase:Initial Issue: Client ISD # 270 MEADOWBROOK ELEMENTARY PARKING LOT IMPROVEMENTS GOLDEN VALLEY, MN 5430 GLENWOOD AVE. NT JRW NT PRELIM.1/11/2021 21672.01 I HEREBY CERTIFY THAT THIS SET OF PLANS AND SPECIFICATIONS WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. NEIL TESSIER, PE. DATE REGISTRATION NO. 3/04/2022 26364 SAFEngineering, PLLC Site and Athletic Facility Engineering 3200 122nd Ave. NE Blaine, MN 55449 612-213-9859 nrtessier@gmail.com Mar 04, 2022 - 11:08am - User:jworkman L:\PROJECTS\21672.01\CAD\Civil\Sheets\21672.01 - C5 - EROS.dwg C6.03 SWPPP NARRATIVE SECTION 3: DEWATERING & BASIN DRAINING 3.1 DEWATERING AND BASIN DRAINING ALLOWABLE NON-STORMWATER DISCHARGES, AS DEFINED BY THE GENERAL PERMIT, ARE LIMITED TO DEWATERING AND BASIN DRAINING. DEWATERING OR BASIN DRAINING THAT MAY HAVE TURBID OR SEDIMENT LADEN DISCHARGE WATER MUST BE DISCHARGED TO A TEMPORARY OR PERMANENT SEDIMENTATION BASIN ON THE PROJECT SITE WHENEVER POSSIBLE. IF THE WATER CANNOT BE DISCHARGED TO A SEDIMENTATION BASIN PRIOR TO ENTERING THE SURFACE WATER, IT MUST BE TREATED WITH THE APPROPRIATE BMPS, SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE RECEIVING WATER OR DOWNSTREAM LANDOWNERS. THE CONTRACTOR MUST ENSURE THAT DISCHARGE POINTS ARE ADEQUATELY PROTECTED FROM EROSION AND SCOUR. THE DISCHARGE MUST BE DISPERSED OVER NATURAL ROCK RIPRAP, SAND BAGS, PLASTIC SHEETING OR OTHER ACCEPTED ENERGY DISSIPATION MEASURES. ADEQUATE SEDIMENTATION CONTROL MEASURES ARE REQUIRED FOR DISCHARGE WATER THAT CONTAINS SUSPENDED SOLIDS. ALL WATER FROM DEWATERING OR BASIN DRAINING MUST BE DISCHARGED IN A MANNER THAT DOES NOT CAUSE NUISANCE CONDITIONS, EROSION IN RECEIVING CHANNELS OR ON DOWNSLOPE PROPERTIES, OR INUNDATION IN WETLANDS CAUSING SIGNIFICANT ADVERSE IMPACT TO THE WETLAND. IF THE CONTRACTOR ELECTS TO UTILIZE FILTERS WITH BACKWASH WATER, THE CONTRACTOR MUST HAUL THE BACKWASH WATER AWAY FOR DISPOSAL, RETURN THE BACKWATER TO THE BEGINNING OF THE TREATMENT PROCESS, OR INCORPORATE THE BACKWASH WATER INTO THE SITE IN A MANNER THAT DOES NOT CAUSE EROSION. THE CONTRACTOR MUST REPLACE AND CLEAN THE FILTER MEDIA USED IN DEWATERING DEVICES WHEN REQUIRED TO RETAIN ADEQUATE FUNCTION. CONTRACTOR SHALL OBTAIN A WATER USE (APPROPRIATION) PERMIT FROM THE MINNESOTA DNR FOR DEWATERING ACTIVITIES THAT WILL WITHDRAW MORE THAN 10,000 GALLONS OF WATER PER DAY OR 1 MILLION GALLONS PER YEAR. (PROJECT SPECIFIC DEWATERING PROCESS MUST BE DEFINED) SECTION 4: GOOD HOUSEKEEPING BMPS 4.1 MATERIAL HANDLING AND WASTE MANAGEMENT 1.SOLID WASTE DISPOSAL - NO SOLID MATERIALS, INCLUDING CONSTRUCTION AND DEMOLITION MATERIALS, COLLECTED SEDIMENT, ASPHALT AND CONCRETE MILLINGS, SHALL BE ALLOWED TO BE CARRIED FROM THE SITE WITH STORM WATER. ALL SOLID WASTE, INCLUDING DISPOSABLE MATERIALS INCIDENTAL TO THE MAJOR CONSTRUCTION ACTIVITIES, MUST BE COLLECTED AND PLACED IN CONTAINERS. THE CONTAINERS WILL BE EMPTIED PERIODICALLY BY A CONTRACT TRASH DISPOSAL SERVICE AND HAULED AWAY FROM THE SITE. DISPOSAL OF SOLID WASTES MUST COMPLY WITH MPCA REQUIREMENTS. 2.GROUNDWATER PROTECTION - SUBSTANCES THAT HAVE THE POTENTIAL FOR POLLUTING SURFACE AND/OR GROUNDWATER MUST BE CONTROLLED BY WHATEVER MEANS NECESSARY IN ORDER TO ENSURE THAT THEY DO NOT DISCHARGE FROM THE SITE. AS AN EXAMPLE, SPECIAL CARE MUST BE EXERCISED DURING EQUIPMENT FUELING AND SERVICING OPERATIONS. IF A SPILL OCCURS, IT MUST BE CONTAINED AND DISPOSED OF SO THAT IT WILL NOT FLOW FROM THE SITE OR ENTER GROUNDWATER, EVEN IF THIS REQUIRES REMOVAL, TREATMENT, AND DISPOSAL OF SOIL. IN THIS REGARD, POTENTIALLY POLLUTING SUBSTANCES SHOULD BE HANDLED IN A MANNER CONSISTENT WITH THE IMPACT THEY REPRESENT. 3.SANITARY FACILITIES - ALL PERSONNEL INVOLVED WITH CONSTRUCTION ACTIVITIES MUST COMPLY WITH STATE AND LOCAL SANITARY SEPTIC SYSTEM REGULATIONS. PORTABLE TOILETS MUST BE POSITIONED SO THAT THEY ARE SECURE AND WILL NOT BE TIPPED OR KNOCKED OVER. TEMPORARY SANITARY FACILITIES WILL BE PROVIDED AT THE SITE THROUGHOUT THE CONSTRUCTION PHASE WHERE REQUIRED BY STATE OR LOCAL REGULATIONS. THEY MUST BE UTILIZED BY ALL CONSTRUCTION PERSONNEL AND BE SERVICED BY A COMMERCIAL OPERATOR. 4.2 ESTABLISH PROPER STORAGE, HANDLING & DISPOSAL PRACTICES HAZARDOUS MATERIALS & TOXIC WASTE (INCLUDING OIL, DIESEL FUEL, GASOLINE, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS) MUST BE STORED IN WATERPROOF CONTAINERS WITH SECONDARY CONTAINMENT, AND THEIR LOCATION(S) MUST BE NOTED ON THE SWPPP MAP. EXCEPT DURING APPLICATION, THE CONTENTS MUST BE KEPT IN TRUCKS OR WITHIN STORAGE FACILITIES IN ACCORDANCE WITH SECTION 12.4 OF THE GENERAL PERMIT. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MCPA REGULATIONS. RUNOFF CONTAINING SUCH MATERIAL MUST BE COLLECTED, REMOVED FROM THE SITE, TREATED, AND DISPOSED AT AN APPROVED SOLID WASTE OR CHEMICAL DISPOSAL FACILITY. BUILDING PRODUCTS THAT HAVE THE POTENTIAL TO LEACH POLLUTANTS AND PESTICIDES, HERBICIDES, INSECTICIDES, FERTILIZERS, TREATMENT CHEMICALS AND LANDSCAPE MATERIALS MUST BE UNDER COVER BY PLASTIC SHEETING OR TEMPORARY ROOFS TO PREVENT DISCHARGE, OR PROTECTED BY SIMILAR EFFECTIVE MEANS TO PREVENT CONTACT WITH STORMWATER. 4.3 DESIGNATE WASHOUT AREAS N/A 4.4 ESTABLISH PROPER EQUIPMENT/VEHICLE FUELING AND MAINTENANCE PRACTICES THE CONTRACTOR SHALL DESIGNATE AREAS FOR EQUIPMENT FUELING, CLEANING, MAINTENANCE AND REPAIR, AND NOTE THE LOCATION(S) ON THE SWPPP SITE MAPS. RUNOFF MUST BE CONTAINED WITHIN THE DESIGNATED AREAS (I.E. THROUGH USE OF A TEMPORARY BERM). THE AREAS MUST NOT BE LOCATED IN ANY SURFACE WATER. SPECIAL CARE MUST BE EXERCISED DURING EQUIPMENT FUELING AND SERVICING OPERATIONS. IF A SPILL OCCURS, IT MUST BE CONTAINED AND DISPOSED OF SO THAT IT WILL NOT FLOW FROM THE SITE OR ENTER GROUNDWATER, EVEN IF THIS REQUIRES REMOVAL, TREATMENT, AND DISPOSAL OF SOIL. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE THAT ADEQUATE SUPPLIES ARE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT AN APPROPRIATE DISPOSAL METHOD IS AVAILABLE FOR RECOVERED SPILLED MATERIALS. NO ENGINE DEGREASING IS ALLOWED ON SITE. 4.5 CONTROL EQUIPMENT/VEHICLE WASHING THE CONTRACTOR SHALL DESIGNATE LOCATION(S) FOR VEHICLE WASHING, AND NOTE THE LOCATION(S) ON THE SWPPP SITE MAP. RUNOFF FROM THE WASHING AREA MUST BE CONTAINED IN A SEDIMENT BASIN OR OTHER SIMILARLY EFFECTIVE CONTROLS AND WASTE FROM THE WASHING ACTIVITY MUST BE PROPERLY DISPOSED OF. THE CONTRACTOR MUST PROPERLY USE AND STORE SOAPS, DETERGENTS AND SOLVENTS. ENGINE DEGREASING OF TRUCKS AND OTHER CONSTRUCTION VEHICLES IS ALSO PROHIBITED. 4.6 SPILL PREVENTION AND CONTROL PLAN 1.ACCIDENTAL SPILL - DISCHARGE OF OIL OR OTHER HAZARDOUS SUBSTANCES IS SUBJECT TO REPORTING AND CLEAN UP REQUIREMENTS. IN CASE OF AN ACCIDENTAL SPILL, THE MINNESOTA POLLUTION CONTROL AGENCY IS TO BE NOTIFIED AT THEIR 24-HOUR TELEPHONE NUMBER: 651-649-5451. REFER TO SECTION 12 OF THE GENERAL PERMIT. 2.GROUNDWATER PROTECTION - SUBSTANCES THAT HAVE THE POTENTIAL FOR POLLUTING SURFACE AND/OR GROUNDWATER MUST BE CONTROLLED BY WHATEVER MEANS NECESSARY IN ORDER TO ENSURE THAT THEY DO NOT DISCHARGE FROM THE SITE. AS AN EXAMPLE, SPECIAL CARE MUST BE EXERCISED DURING EQUIPMENT FUELING AND SERVICING OPERATIONS. IF A SPILL OCCURS, IT MUST BE CONTAINED AND DISPOSED OF SO THAT IT WILL NOT FLOW FROM THE SITE OR ENTER GROUNDWATER, EVEN IF THIS REQUIRES REMOVAL, TREATMENT, AND DISPOSAL OF SOIL. IN THIS REGARD, POTENTIALLY POLLUTING SUBSTANCES SHOULD BE HANDLED IN A MANNER CONSISTENT WITH THE IMPACT THEY REPRESENT. 4.7 ADDITIONAL BMPS N/A SECTION 5: POST-CONSTRUCTION BMPS [DESCRIBE PERMANENT STORM WATER SYSTEM, AND INCLUDE REFERENCE TO DESIGN CALCULATIONS. REFER TO SECTION 15, 16, 17, 18, AND 19 OF THE GENERAL PERMIT, AS WELL AS LGU REQUIREMENTS. NOTE: THE 2018 GENERAL PERMIT REQUIRES INFILTRATION OF THE WATER QUALITY VOLUME (1” OVER THE NEW IMPERVIOUS)] BMP DESCRIPTION: UNDERGROUND RETENTION SYSTEM INSTALLATION SCHEDULE: DURING GRADING ACTIVITIES MAINTENANCE AND INSPECTION REQUIREMENTS: PRACTICE SHOULD BE INSPECTED SEMI-ANNUALLY TO ENSURE THE DRAWDOWN TIME OF 48-HOURS IS MAINTAINED. REFER TO MANUFACTURER'S RECOMMENDATIONS FOR INSPECTION AND MAINTENANCE. RESPONSIBLE STAFF (CONTRACTOR TO COMPLETE): BMP DESCRIPTION: SUMP MANHOLE INSTALLATION SCHEDULE: ALONG WITH STORM SEWER NETWORK MAINTENANCE AND INSPECTION REQUIREMENTS: PRACTICE SHOULD BE INSPECTED (AND CLEANED OUT IF DEEMED NECESSARY) SEMI-ANNUALLY TO ENSURE THAT SEDIMENT IS NOT BEGINNING TO WASH OUT DURING STORM EVENTS. DEVICES SHOULD BE CLEANED OUT AT LEAST ONCE PER YEAR OR AS NEEDED. RESPONSIBLE STAFF (CONTRACTOR TO COMPLETE): SECTION 6: INSPECTIONS 6.1 INSPECTIONS 1.INSPECTION FREQUENCY AND RESPONSIBILITY BETWEEN THE TIME THIS SWPPP IS IMPLEMENTED AND FINAL SITE STABILIZATION IS ACHIEVED AND THE NOTICE OF TERMINATION FILED WITH THE MPCA, ALL DISTURBED AREAS AND POLLUTANT CONTROLS MUST BE INSPECTED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS FOLLOWING A RAINFALL OF 0.5 INCHES OR GREATER. THE PURPOSE OF SITE INSPECTIONS IS TO ASSESS PERFORMANCE OF POLLUTANT CONTROLS. THE INSPECTIONS WILL BE CONDUCTED BY THE CONTRACTOR'S DESIGNATED REPRESENTATIVE. BASED ON THESE INSPECTIONS, THE CONTRACTOR WILL DECIDE WHETHER IT IS NECESSARY TO MODIFY THIS SWPPP, ADD OR RELOCATE STRUCTURAL BMPS, OR WHATEVER ELSE MAY BE NEEDED IN ORDER TO PREVENT POLLUTANTS FROM LEAVING THE SITE VIA STORM WATER RUNOFF. IF THE SWPPP REQUIRES MODIFICATION, THOSE CHANGES TO THE SWPPP MUST BE DOCUMENTED. THE CONTRACTOR HAS THE DUTY TO CAUSE POLLUTANT CONTROL MEASURES TO BE REPAIRED, MODIFIED, MAINTAINED, SUPPLEMENTED, OR WHATEVER ELSE IS NECESSARY IN ORDER TO ACHIEVE EFFECTIVE POLLUTANT CONTROL. 2. INSPECTION PROCEDURES - EXAMPLES OF PARTICULAR ITEMS TO EVALUATE DURING SITE INSPECTIONS ARE LISTED BELOW. THIS LIST IS NOT INTENDED TO BE COMPREHENSIVE. DURING EACH INSPECTION THE INSPECTOR MUST EVALUATE OVERALL POLLUTANT CONTROL SYSTEM PERFORMANCE AS WELL AS PARTICULAR DETAILS OF INDIVIDUAL SYSTEM COMPONENTS. ADDITIONAL FACTORS SHOULD BE CONSIDERED AS APPROPRIATE TO THE CIRCUMSTANCES. A. PRE-INSPECTION PREPARATION: 1. INSPECTORS SHOULD BE FAMILIAR WITH THE SWPPP, INCLUDING THE EROSION AND SEDIMENT CONTROL PLANS, PAST INSPECTION REPORTS, AND MAINTENANCE LOGS. B. SITE ENTRY: 1. BEFORE ENTERING THE SITE, OBSERVE THE SURROUNDINGS AND VARIOUS STAGES OF CONSTRUCTION. NOTE AREAS FOR IN-DEPTH REVIEW AND ANY POTENTIAL ISSUES. 2. THIS IS A GOOD TIME TO VIEW CONSTRUCTION SITE VEHICLE TRACKING PAD LOCATIONS AND PERIMETER CONTROLS. C. RECORDS REVIEW: 1. VERIFY THAT A COPY OF THE SWPPP AND APPLICATION FOR THE NPDES STORM WATER PERMIT, AND COPIES OF ALL CONSTRUCTION SITE INSPECTIONS ARE ON SITE. 2. VERIFY THAT THE TIMING FOR INSTALLATION OF ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS, AS WELL AS CONSTRUCTION PHASING, IS GENERALLY BEING FOLLOWED. 3. SWPPPS ARE INTENDED TO BE DYNAMIC DOCUMENTS, VERIFY THAT AMENDMENTS OR CHANGES TO THE SWPPP ARE BEING MADE WHEN: A.A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS HAVE A SIGNIFICANT EFFECT ON STORM WATER DISCHARGES B. INSPECTIONS INDICATE THE SWPPP IS NOT EFFECTIVE C. THE SWPPP IS NOT CONSISTENT WITH THE TERMS OF THE GENERAL PERMIT D. SITE INSPECTION (NOTE TIMELINES FOR MAINTENANCE INCLUDED IN INSPECTION/MAINTENANCE REPORT) 1. INSPECT DISCHARGE POINTS DOWNSTREAM AND OFF-SITE AREAS FOR SIGNS OF IMPACT. 2. INSPECT PERIMETER CONTROLS: A. HAVE PERIMETER CONTROLS BEEN PROPERLY INSTALLED AND MAINTAINED? B. ARE VEHICLE TRACKING PADS FUNCTIONING PROPERLY? ARE ADDITIONAL ENTRANCES/EXITS BEING USED THAT ARE NOT STABILIZED? C. ALL STORM DRAINS MUST BE PROTECTED AND TEMPORARY STOCKPILES MUST HAVE SEDIMENT CONTROLS INSTALLED. D. ALL EXPOSED SOILS MUST HAVE TEMPORARY OR PERMANENT EROSION PROTECTION WITHIN 7 DAYS OF INACTIVITY. 3. COMPARE BMPS IN THE SWPPP WITH CONSTRUCTION SITE CONDITIONS: ARE REQUIRED BMPS IN PLACE; ARE ADDITIONAL BMPS NEEDED; ARE BMPS IN PLACE PROPERLY INSTALLED AND MAINTAINED? 4. INSPECT AREAS THAT HAVE BEEN DISTURBED AND ARE NOT CURRENTLY BEING WORKED. ANY UNSEEDED OR UNMULCHED BARE AREAS THAT HAVE BEEN IDLE FOR 7 DAYS SHOULD BE NOTED. 5. INSPECT AREAS WITH FINAL STABILIZATION. IN ORDER FOR FINAL STABILIZATION TO BE ACHIEVED, AREAS MUST HAVE A UNIFORM COVER WITH A DENSITY OF 70% OVER ENTIRE AREA. TEMPORARY BMPS SHOULD BE REMOVED AND AREAS DISTURBED BY REMOVAL SEEDED AS NECESSARY. E. EXIT INTERVIEW: 1. DEBRIEF THE PERSON IN CHARGE. EXPLAIN THE IDENTIFIED DEFICIENCIES AND ANY AREAS OF CONCERN. F. A COPY OF THE COMPLETED INSPECTION REPORT MUST BE KEPT WITH THE SWPPP ON SITE. THE INSPECTION REPORT USED SHOULD INCLUDE, AT A MINIMUM, THE FOLLOWING: ·DATE & TIME OF INSPECTION ·NAME OF INSPECTOR(S) ·FINDINGS OF INSPECTIONS AND RECOMMENDATIONS FOR CORRECTIVE ACTIONS ·CORRECTIVE ACTIONS TAKEN, INCLUDING DATES, TIMES AND NAMES OF PARTY COMPLETING MAINTENANCE ·DATE & AMOUNT OF RAINFALL ·RECORD OF ALL POINTS OF DISCHARGE FROM THE PROPERTY AND DESCRIPTION OF DISCHARGE ·NOTE TO UPDATE THE SWPPP 6.2 DELEGATION OF AUTHORITY N/A 6.3 CORRECTIVE ACTION LOG THE INSPECTION/MAINTENANCE FORM, AVAILABLE UPON REQUEST, INCORPORATES BOTH INSPECTION AND MAINTENANCE REPORTING INTO A SINGLE FORM. THIS FORM ALSO SPECIFIES THE TIME ALLOWED FOR CORRECTIONS TO BE PERFORMED. IF THE PARTY PERFORMING INSPECTIONS CHOOSES TO USE ANOTHER INSPECTION FORM, A SEPARATE CORRECTIVE ACTION LOG MUST BE PROVIDED. SECTION 7: RECORD KEEPING AND TRAINING 7.1 RECORDKEEPING RECORD RETENTION - THE OWNER MUST KEEP THE SWPPP INCLUDING ALL CHANGES MADE TO IT DURING CONSTRUCTION (SEE SECTION 7.2 OF THIS SWPPP), ALONG WITH THE FOLLOWING ADDITIONAL RECORDS ON FILE FOR THREE YEARS AFTER COMPLETION OF THE CONSTRUCTION PROJECT (FINAL STABILIZATION AND NOTICE OF TERMINATION): 1.ANY OTHER STORMWATER RELATED PERMITS REQUIRED FOR THE PROJECT 2.RECORDS OF ALL INSPECTIONS AND MAINTENANCE CONDUCTED DURING CONSTRUCTION 3.ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDING ALL RIGHT OF WAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUAL MAINTENANCE 4.ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORM WATER MANAGEMENT SYSTEMS 7.2 AMENDMENTS THE CONTRACTOR SHALL KEEP A RECORD LOG OF ALL MODIFICATIONS TO THE SWPPP. AN EXAMPLE OF A SWPPP UPDATE LOG FORM CAN BE PROVIDED UPON REQUEST. MODIFICATIONS TO THE SWPPP - THIS SWPPP INTENDS TO CONTROL WATER-BORNE AND LIQUID POLLUTANT DISCHARGES BY SOME COMBINATION OF INTERCEPTION, FILTRATION, AND CONTAINMENT. THE GENERAL CONTRACTOR AND SUBCONTRACTORS IMPLEMENTING THIS SWPPP MUST REMAIN ALERT TO THE NEED TO PERIODICALLY REFINE AND UPDATE THE SWPPP IN ORDER TO ACCOMPLISH THE INTENDED GOALS. THIS SWPPP MUST BE AMENDED AS NECESSARY DURING THE COURSE OF CONSTRUCTION IN ORDER TO KEEP IT CURRENT WITH THE POLLUTANT CONTROL MEASURES UTILIZED AT THE SITE. AMENDING THE SWPPP DOES NOT MEAN THAT IT HAS TO BE REPRINTED. IT IS ACCEPTABLE TO ADD ADDENDA, SKETCHES, NEW SECTIONS, AND/OR REVISED DRAWINGS. THIS SWPPP MUST BE UPDATED AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS, SUCH AS ADDITIONAL OR MODIFIED BMPS, DESIGNED TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER: 1.THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS THAT HAS A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR UNDERGROUND WATERS. 2.INSPECTIONS OR INVESTIGATIONS BY SITE OPERATORS, LOCAL, STATE OR FEDERAL OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR UNDERGROUND WATERS OR THAT THE DISCHARGES ARE CAUSING WATER QUALITY STANDARD EXCEEDANCES. 3.THE SWPPP IS NOT ACHIEVING THE GENERAL OBJECTIVES OF CONTROLLING POLLUTANTS IN STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY, OR THE SWPPP IS NOT CONSISTENT WITH THE TERMS AND CONDITIONS OF THE GENERAL PERMIT. 4.THE MPCA HAS DETERMINED THAT THE PROJECT'S STORM WATER DISCHARGES MAY CAUSE OR CONTRIBUTE TO NON-ATTAINMENT OF ANY APPLICABLE WATER STANDARD, OR THAT THE SWPPP DOES NOT INCORPORATE REQUIREMENTS RELATED TO AN APPROVED TOTAL MAXIMUM DAILY LOAD (TMDL) IMPLEMENTATION PLAN. IN THIS CASE, THE SWPPP MUST BE UPDATED OR A SUPPLEMENTAL BMP ACTION PLAN DEVELOPED TO ADDRESS THE IDENTIFIED CONCERNS. 7.3 TRAINING THE PERMITTEE(S) MUST FULFILL TRAINING REQUIREMENTS AND INCLUDE RECORDS OF TRAINING IN THE SWPPP. REFRESHER TRAINING MUST BE ATTENDED EVERY THREE YEARS STARTING THREE YEARS, FROM THE ISSUANCE OF THE GENERAL PERMIT. INDIVIDUALS REQUIRED TO BE TRAINED INCLUDE: 1.INDIVIDUALS PREPARING THE SWPPP 2.INDIVIDUALS OVERSEEING IMPLEMENTATION OF, REVISING, AND AMENDING THE SWPPP AND INDIVIDUALS PERFORMING INSPECTIONS. ONE OF THESE INDIVIDUALS MUST BE AVAILABLE FOR AN ON SITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY THE MPCA. 3.INDIVIDUALS PERFORMING OR SUPERVISING THE INSTALLATION, MAINTENANCE AND REPAIR OF BMPS. AT LEAST ONE INDIVIDUAL ON A PROJECT MUST BE TRAINED IN THESE JOB DUTIES. THE CONTENT AND EXTENT OF TRAINING MUST BE COMMENSURATE WITH THE INDIVIDUAL'S JOB DUTIES AND RESPONSIBILITIES WITH REGARD TO ACTIVITIES COVERED UNDER THE GENERAL PERMIT. AT LEAST ONE INDIVIDUAL TRAINED IN THE JOB DUTIES LISTED ABOVE MUST BE PRESENT ON THE SITE OR AVAILABLE TO THE SITE IN 72 HOURS. TRAINING DOCUMENTATION MUST INCLUDE: 1.NAMES OF PERSONNEL ASSOCIATED WITH THE PROJECT THAT ARE REQUIRED TO BE TRAINED 2.DATES OF TRAINING AND NAMES OF INSTRUCTOR AND ENTITY PROVIDING TRAINING 3.CONTENT OF TRAINING COURSE, INCLUDING NUMBER OF HOURS OF TRAINING 4.DOCUMENTATION MUST BE KEPT WITH THE SWPPP. TRAINING RECORD/CERTIFICATION TEMPLATE IS AVAILABLE UPON REQUEST. INDIVIDUALS MUST BE TRAINED BY LOCAL, STATE, FEDERAL AGENCIES, PROFESSIONAL ORGANIZATIONS, OR OTHER ENTITIES WITH EXPERTISE IN EROSION PREVENTION, SEDIMENT CONTROL, OR PERMANENT STORMWATER MANAGEMENT SUCH AS THE UNIVERSITY OF MINNESOTA, MINNESOTA EROSION CONTROL ASSOCIATION, SOIL AND WATER CONSERVATION DISTRICTS, OR THE MPCA. SECTION 8: FINAL STABILIZATION / PERMIT TERMINATION FINAL STABILIZATION - TO ACHIEVE FINAL STABILIZATION OF THE SITE, THE CONTRACTOR WILL IMPLEMENT THE FOLLOWING MEASURES AFTER ALL SOIL DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED. 1.ALL SOILS MUST BE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70 PERCENT OVER THE ENTIRE PERVIOUS SURFACE AREA, OR BY OTHER EQUIVALENT MEANS NECESSARY TO PREVENT SOIL FAILURE UNDER EROSIVE CONDITIONS. REFER TO LANDSCAPING PLANS/SPECIFICATIONS FOR TYPE OF VEGETATIVE COVER. 2.THE PERMANENT STORMWATER MANAGEMENT SYSTEM IS CONSTRUCTED, MEETS ALL REQUIREMENTS IN SECTIONS 15, 16, 17, 18, AND 19 OF THE GENERAL PERMIT AND IS OPERATING AS DESIGNED. TEMPORARY OR PERMANENT SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS HAVE BEEN CLEAN OF ANY ACCUMULATED SEDIMENT. ALL SEDIMENT HAS BEEN REMOVED FROM CONVEYANCE SYSTEMS AND DITCHES ARE STABILIZED WITH PERMANENT COVER. [MODIFY THIS ITEM TO BE SITE SPECIFIC - DELETE REFERENCES TO PERMANENT OR TEMPORARY SEDIMENTATION BASINS IF NONE ARE DESIGNED] 3.ALL TEMPORARY EROSION PREVENTION AND SEDIMENT CONTROL BMPS MUST BE REMOVED. PERMIT TERMINATION - TO ACHIEVE PERMIT TERMINATION FOR THE SITE, PERMITTEES MUST COMPLY WITH SECTIONS 4 & 13 OF THE GENERAL PERMIT. T R U N K H I G HW A Y N O . 1 0 0 GLENWOO D A V E N U E SCALE IN FEET 0 6030 NORTH Mar 04, 2022 - 11:08am - User:jworkman L:\PROJECTS\21672.01\CAD\Civil\Sheets\21672.01 - L0 - TREE.dwg L0.01 TREE PROTECTION PLAN Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved:Book / Page: Phase:Initial Issue: Client ISD # 270 MEADOWBROOK ELEMENTARY PARKING LOT IMPROVEMENTS GOLDEN VALLEY, MN 5430 GLENWOOD AVE. NT JRW NT PRELIM.1/11/2021 21672.01 I HEREBY CERTIFY THAT THIS SET OF PLANS AND SPECIFICATIONS WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. NEIL TESSIER, PE. DATE REGISTRATION NO. 3/04/2022 26364 SAFEngineering, PLLC Site and Athletic Facility Engineering 3200 122nd Ave. NE Blaine, MN 55449 612-213-9859 nrtessier@gmail.com LEGEND UNDERGROUND GAS STONE RETAINING WALL CHAIN LINK FENCE WOOD FENCE IRON FENCE WIRE FENCE UNDERGROUND ELECTRIC UNDERGROUND CABLE TV UNDERGROUND TELEPHONE OVERHEAD ELECTRIC SANITARY SEWER FORCE MAIN WATERMAIN DRAIN TILE STORM SEWER LIGHT HYDRANT GAS METER SPRINKLER HEAD SPRINKLER VALVE GUARD RAIL HANDRAIL EDGE OF TREES TREES / SHRUBS CONCRETE GUARD POLES SIGNS CONCRETE CURB BITUMINOUS CURB BUILDING SAW CUT EXIST BITUMINOUS PAVEMENT REMOVE EXISTING UTILITY LINE EXISTING TREE REMOVAL SUMMARY TREE TO BE REMOVED TREE #SCIENTIFIC NAME COMMON NAME SIZE CLASSIFICATION STATUS 1 Acer spp.Crab Apple 8"Hardwood Significant 903 Prunus spp Crab Apple 4"Hardwood 904 Prunus spp Crab Apple 4"Hardwood 905 Prunus spp.Crab Apple 3"Hardwood 906 Prunus spp.Crab Apple 5"Hardwood 907 Prunus spp.Crab Apple 6"Hardwood Significant 908 Prunus spp.Crab Apple 9"Hardwood Signficiant 909 Prunus spp.Crab Apple 9"Hardwood Significant 944 Populus deltoides Cottonwood 18"Softwood Significant 945 Acer negundo Box Elder 11.5"Softwood 946 Populus deltoides Cottonwood 10"Softwood 947 Populus deltoides Cottonwood 12"Softwood Significant REMOVED TREES LIST SIGNIFICANT TREES REMOVED HARDWOOD 6"-20"4 SOFTWOOD 12"-24"2 REPLACEMENT TREES REQUIRED CATEGORY TYPE "B" TREES:12 REPLACEMENT TREES PROPOSED (SEE L1.01) CATEGORY TYPE "B" TREES:7 CATEGORY TYPE "C" TREES:10 *TWO TYPE "C" TREES EQUATE TO ONE TYPE "B" TREE. SILT FENCE/TREE PROTECTION FENCE NO PARKINGNO PARKING861860859858 858 857856855854853852 8 6 4 8638628618608598598 5 8 857 856 86 0 8598618628638648658668678688608598608518 6 5 866 867 868 869 870 871 872 873866867 874 875 FFE 858.3 858 858WET LAND T R U N K H I G H W A Y N O . 1 0 0 GLENWOO D A V E N U E LT LT SAN. MH RIM=878.1 INV=868.0 PIV GM ELEC. BOX GAS METER SAN. MH INV=860.4 GRAVEL GRA V EL GRAVELGRAV E L GRAVEL RIM=866.0 5 PSE 5 HHR 3 HAB 6 CD 5 PSE 5 SJL 3 WSL 3 WSL 1 AB AB 1 WS 3 LANDSCAPE EDGING 2 IL 10' WIDE 32-261 SEED MIX. VEGETATED GRASS SWALE TO DISSIPATE STORMWATER FLOW. 2 AB 2 IL 6 IL Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved:Book / Page: Phase:Initial Issue: Client ISD # 270 MEADOWBROOK ELEMENTARY PARKING LOT IMPROVEMENTS GOLDEN VALLEY, MN 5430 GLENWOOD AVE. NT JRW NT PRELIM.1/11/2021 21672.01 I HEREBY CERTIFY THAT THIS SET OF PLANS AND SPECIFICATIONS WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. NEIL TESSIER, PE. DATE REGISTRATION NO. 3/04/2022 26364 SAFEngineering, PLLC Site and Athletic Facility Engineering 3200 122nd Ave. NE Blaine, MN 55449 612-213-9859 nrtessier@gmail.com LEGEND EASEMENT CURB & GUTTER BUILDING RETAINING WALL CHAINLINK FENCE SIGN PIPE BOLLARD STANDARD DUTY ASPHALT PAVING HEAVY DUTY ASPHALT PAVING CONCRETE PAVING PROPERTY LIMIT EXISTINGPROPOSED WETLAND LIMITS TREELINE 0 NORTH SCALE IN FEET 30 60 Mar 04, 2022 - 11:08am - User:jworkman L:\PROJECTS\21672.01\CAD\Civil\Sheets\21672.01 - L1 - LSCP.dwg L1.01 LANDSCAPE PLAN - EAST PARKING LOT LANDSCAPE NOTES 1.ALL DISTURBED AREAS TO RECEIVE 4" OF TOPSOIL. 2.SEEDED AREAS TO BE COVERED WITH A NORTH AMERICAN GREEN SC 150 EROSION CONTROL BLANKET. 3.INSTALL PROFESSIONAL LANDSCAPE EDGING AS REQUIRED. 4.INSTALL 4" COCOA BROWN HARDWOOD MULCH FROM WEST METRO SUPPLY OVER NON-WOVEN SOIL SEPARATION FABRIC IN PLANTING BEDS. LIGHT POLE TREES CODE BOTANICAL / COMMON NAME CONT CAL SIZE QTY AB Acer freemanii `Autumn Blaze` / Autumn Blaze Maple B & B 2.5"Cal 4 WS Betula papyrifera `Whitespire` / Whitespire Birch B & B Clump 10`3 ORN. TREES CODE BOTANICAL / COMMON NAME CONT CAL SIZE QTY IL Syringa reticulata `Ivory Silk` / Ivory Silk Japanese Tree Lilac B & B 2"Cal 10 SHRUBS CODE BOTANICAL / COMMON NAME CONT CD Cornus sericea `Alleman`s Compact` / Dwarf Red Twig Dogwood 5 gal 6 HAB Hydrangea arborescens `Abetwo` / Incrediball Hydrangea 5 gal 3 SJL Spiraea japonica `Little Princess` / Japanese Spirea 5 gal 5 WSL Weigela x `Slingco 1` TM / Crimson Kisses Weigela 2 gal.6 PERENNIALS CODE BOTANICAL / COMMON NAME CONT HHR Hemerocallis x `Happy Returns` / Happy Returns Daylily 1 gal 5 PSE Phlox subulata `Emerald Blue` / Emerald Blue Creeping Phlox 1 gal 10 GROUND COVERS CODE BOTANICAL / COMMON NAME CONT 33-261 MNDOT Seed Mix 33-261 / Ponds and Wet Areas Seed TUR HIG Turf Sod Highland Sod / Sod Sod PLANT SCHEDULE - EAST PARKING LOT Mar 04, 2022 - 11:09am - User:jworkman L:\PROJECTS\21672.01\CAD\Civil\Sheets\21672.01 - C9 - DETL.dwg C9.01 DETAILS Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved:Book / Page: Phase:Initial Issue: Client ISD # 270 MEADOWBROOK ELEMENTARY PARKING LOT IMPROVEMENTS GOLDEN VALLEY, MN 5430 GLENWOOD AVE. NT JRW NT PRELIM.1/11/2021 21672.01 I HEREBY CERTIFY THAT THIS SET OF PLANS AND SPECIFICATIONS WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. NEIL TESSIER, PE. DATE REGISTRATION NO. 3/04/2022 26364 SAFEngineering, PLLC Site and Athletic Facility Engineering 3200 122nd Ave. NE Blaine, MN 55449 612-213-9859 nrtessier@gmail.com VARIABLEFLOW LINE FLOW LINE BACK OF CURB FACE OF CURB NEEHAN R-2501 TYPE C GRATE 12" MIN.BITUMINOUS BITUMINOUS 18" MIN.18" MIN. NOTE: SAND SECTION WITH FABRIC AND DRAINTILE REQUIRED WHERE SHADED. NOTE: SAND SECTION WITH FABRIC AND DRAINTILE REQUIRED WHERE SHADED. NOTE: CLEANOUT FITTINGS, INCLUDING THE WYE AND STACK SHALL BE DUCTILE IRON. 6" D.I.P. CLEANOUT STACK LENGTH AS REQUIRED FEMALE ADAPTOR DUCTILE IRON THREADED PLUG PLACE CASTING R-1976 OR APPROVED EQUAL ON CLEANOUTS IN PAVED AREAS FINISHED GRADE EXISTING SANITARY SEWER SYSTEM CONNECT NEW STACK TO EXISTING STACK WITH APPROVED FITTINGSVARIABLESECTION 1' 0.5' Mar 04, 2022 - 11:09am - User:jworkman L:\PROJECTS\21672.01\CAD\Civil\Sheets\21672.01 - C9 - DETL.dwg C9.02 DETAILS Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved:Book / Page: Phase:Initial Issue: Client ISD # 270 MEADOWBROOK ELEMENTARY PARKING LOT IMPROVEMENTS GOLDEN VALLEY, MN 5430 GLENWOOD AVE. NT JRW NT PRELIM.1/11/2021 21672.01 I HEREBY CERTIFY THAT THIS SET OF PLANS AND SPECIFICATIONS WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. NEIL TESSIER, PE. DATE REGISTRATION NO. 3/04/2022 26364 SAFEngineering, PLLC Site and Athletic Facility Engineering 3200 122nd Ave. NE Blaine, MN 55449 612-213-9859 nrtessier@gmail.com PUBLIC R OA D HAR D S URF ACE MI N 0 . 5 % G R A D E 20' MINI M U M 50' M I N I M U M MINIMUM 0.5% GRADE DOWN FROM PUBLIC STREET GEOTEXTILE UNDERLINER 4"- 6" DIAMETER CLEAN STONE 10" MINIMUM A D2'2'1 PLAN 12"12"2' WHITE LEGEND RED BACKGROUND R1-1 30"30"STANDARD RED AND WHITE SIGN R5-1 30"30"12" VEHICLE IDREQUIRED PARKING FOR VIOLATION UP TO $200 FINE NO. R7-8B ACCESSIBLE VAN PROVIDE VAN ACCESSIBLE SIGN AT RIGHT HAND DISCHARGE PARKING SPACES STANDARD MNDOT SIGN NO. R7-8M NO PARKING ACCESS AISLE PROVIDE NO PARKING, ACCESS AISLE SIGN CENTERED AT HEAD OF ACCESSIBLE ACCESS AISLE 18"X' Mar 04, 2022 - 11:09am - User:jworkman L:\PROJECTS\21672.01\CAD\Civil\Sheets\21672.01 - C9 - DETL.dwg C9.03 DETAILS Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved:Book / Page: Phase:Initial Issue: Client ISD # 270 MEADOWBROOK ELEMENTARY PARKING LOT IMPROVEMENTS GOLDEN VALLEY, MN 5430 GLENWOOD AVE. NT JRW NT PRELIM.1/11/2021 21672.01 I HEREBY CERTIFY THAT THIS SET OF PLANS AND SPECIFICATIONS WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. NEIL TESSIER, PE. DATE REGISTRATION NO. 3/04/2022 26364 SAFEngineering, PLLC Site and Athletic Facility Engineering 3200 122nd Ave. NE Blaine, MN 55449 612-213-9859 nrtessier@gmail.com ©2013 ADS, INC. PROJECT INFORMATION ADS SALES REP: ENGINEERED PRODUCT MANAGER: PROJECT NO: ADVANCED DRAINAGE SYSTEMS, INC. R MEADOWBROOK ELEMENTARY SCHOOL GOLDEN VALLEY, MN TOM ROONEY 612-756-3552 TOM.ROONEY@ADS-PIPE.COM S184604 IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF THE SC-310 SYSTEM 1.STORMTECH SC-310 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A PRE-CONSTRUCTION MEETING WITH THE INSTALLERS. 2.STORMTECH SC-310 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". 3.CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS. STORMTECH RECOMMENDS 3 BACKFILL METHODS: ·STONESHOOTER LOCATED OFF THE CHAMBER BED. ·BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. ·BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR. 4.THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. 5.JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. 6.MAINTAIN MINIMUM - 6" (150 mm) SPACING BETWEEN THE CHAMBER ROWS. 7.EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE 3/4-2" (20-50 mm). 8.THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGN ENGINEER. 9.ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. NOTES FOR CONSTRUCTION EQUIPMENT 1.STORMTECH SC-310 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". 2.THE USE OF CONSTRUCTION EQUIPMENT OVER SC-310 & SC-740 CHAMBERS IS LIMITED: ·NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. ·NO RUBBER TIRED LOADERS, DUMP TRUCKS, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". ·WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". 3.FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO THE CHAMBERS AND IS NOT AN ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD WARRANTY. CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT. SC-310 STORMTECH CHAMBER SPECIFICATIONS 1.CHAMBERS SHALL BE STORMTECH SC-310. 2.CHAMBERS SHALL BE ARCH-SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN, IMPACT-MODIFIED POLYPROPYLENE OR POLYETHYLENE COPOLYMERS. 3.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2922 (POLETHYLENE) OR ASTM F2418-16a (POLYPROPYLENE), "STANDARD SPECIFICATION FOR CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 4.CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. 5.THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1) LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. 6.CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787, "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<1 MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2) MAXIMUM PERMANENT (75-YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO DESIGN TRUCK. 7.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 400 LBS/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 OR YELLOW COLORS. 8.ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGN ENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS: ·THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER. ·THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE. ·THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2922 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGN EXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN. 9.CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. FOR STORMTECH INSTRUCTIONS, DOWNLOAD THE INSTALLATION APP PETE MOREAU 763-392-8275 PETER.MOREAU@ADS-PIPE.COM ©2013 ADS, INC. FOR STORMTECH INSTRUCTIONS, DOWNLOAD THE INSTALLATION APP IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF THE SC-740 SYSTEM 1.STORMTECH SC-740 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A PRE-CONSTRUCTION MEETING WITH THE INSTALLERS. 2.STORMTECH SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". 3.CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS. STORMTECH RECOMMENDS 3 BACKFILL METHODS: ·STONESHOOTER LOCATED OFF THE CHAMBER BED. ·BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. ·BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR. 4.THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. 5.JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. 6.MAINTAIN MINIMUM - 6" (150 mm) SPACING BETWEEN THE CHAMBER ROWS. 7.EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE 3/4-2" (20-50 mm). 8.THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGN ENGINEER. 9.ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. NOTES FOR CONSTRUCTION EQUIPMENT 1.STORMTECH SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". 2.THE USE OF CONSTRUCTION EQUIPMENT OVER SC-740 CHAMBERS IS LIMITED: ·NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. ·NO RUBBER TIRED LOADERS, DUMP TRUCKS, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". ·WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". 3.FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO THE CHAMBERS AND IS NOT AN ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD WARRANTY. CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT. SC-740 STORMTECH CHAMBER SPECIFICATIONS 1.CHAMBERS SHALL BE STORMTECH SC-740. 2.CHAMBERS SHALL BE ARCH-SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN, IMPACT-MODIFIED POLYPROPYLENE COPOLYMERS. 3.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 4.CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. 5.THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1) LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. 6.CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787, "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<1 MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2) MAXIMUM PERMANENT (75-YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO DESIGN TRUCK. 7.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 F2418 SHALL BE GREATER THAN OR EQUAL TO 550 LBS/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 OR YELLOW COLORS. 8.ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGN ENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS: ·THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER. ·THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE. ·THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGN EXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN. 9.CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. ©2013 ADS, INC. BAYSAVER BAYFILTER SPECIFICATIONS PRODUCTS A.INTERNAL COMPONENTS: ALL COMPONENTS INCLUDING CONCRETE STRUCTURE(S), PVC MANIFOLD PIPING AND FILTER CARTRIDGES, SHALL BE PROVIDED BY BAYSAVER TECHNOLOGIES LLC, 1030 DEER HOLLOW DRIVE, MOUNT AIRY, MD (800.229.7283). B.PVC MANIFOLD PIPING: ALL INTERNAL PVC PIPE AND FITTINGS SHALL MEET ASTM D1785. MANIFOLD PIPING SHALL BE PROVIDED TO THE CONTRACTOR PARTIALLY PRE-CUT AND PRE-ASSEMBLED. C.FILTER CARTRIDGES: EXTERNAL SHELL OF THE FILTER CARTRIDGES SHALL BE SUBSTANTIALLY CONSTRUCTED OF POLYETHYLENE OR EQUIVALENT MATERIAL ACCEPTABLE TO THE MANUFACTURER. FILTRATION MEDIA SHALL BE ARRANGED IN A SPIRAL LAYERED FASHION TO MAXIMIZE AVAILABLE FILTRATION AREA. AN ORIFICE PLATE SHALL BE SUPPLIED WITH EACH CARTRIDGE TO RESTRICT THE FLOW RATE TO A MAXIMUM OF 45 GPM. D.FILTER MEDIA: FILTER MEDIA SHALL BE BY BAYSAVER TECHNOLOGIES LLC AND SHALL CONSIST OF THE FOLLOWING MIX: A BLEND OF ZEOLITE, PERLITE AND ACTIVATED ALUMINA. E.PRECAST CONCRETE VAULT: CONCRETE STRUCTURES SHALL BE PROVIDED ACCORDING TO ASTM C. THE MATERIALS AND STRUCTURAL DESIGN OF THE DEVICES SHALL BE PER ASTM C478, C857 AND C858. PRECAST CONCRETE SHALL BE PROVIDED BY BAYSAVER TECHNOLOGIES, LLC. PERFORMANCE A.THE STORMWATER FILTER SYSTEM SHALL BE AN OFFLINE DESIGN CAPABLE OF TREATING 100% OF THE REQUIRED TREATMENT FLOW AT FULL SEDIMENT LOAD CONDITIONS. B.THE STORMWATER FILTER SYSTEM'S CARTRIDGES SHALL HAVE NO MOVING PARTS. C.THE STORMWATER TREATMENT UNIT SHALL BE DESIGNED TO REMOVE AT LEAST 85% OF SUSPENDED SOLIDS, 65% OF TOTAL PHOSPHORUS, 65% OF TURBIDITY, 40% OF TOTAL COPPER, AND 40% OF TOTAL ZINC BASED ON FIELD DATA COLLECTED IN COMPLIANCE WITH THE TECHNOLOGY ACCEPTANCE RECIPROCITY PARTNERSHIP TIER II TEST PROTOCOL. D.THE STORMWATER FILTRATION SYSTEM SHALL REDUCE INCOMING TURBIDITY (MEASURED AS NTUs) BY 50% OR MORE AND SHALL NOT HAVE ANY COMPONENTS THAT LEACH NITRATES OR PHOSPHATES. E.THE STORMWATER FILTRATION CARTRIDGE SHALL BE EQUIPPED WITH A HYDRODYNAMIC BACKWASH MECHANISM TO EXTEND THE FILTER'S LIFE AND OPTIMIZE ITS PERFORMANCE. F.THE STORMWATER FILTRATION SYSTEM SHALL BE DESIGNED TO REMOVE A MINIMUM OF 65% OF THE INCOMING TOTAL PHOSPHORUS (TP) LOAD. G.THE STORMWATER FILTRATION SYSTEM'S CARTRIDGES SHALL HAVE A TREATED SEDIMENT CAPACITY FOR 80% TSS REMOVAL BETWEEN 150-350 LBS. BAYFILTER MAINTENANCE THE BAYFILTER SYSTEM REQUIRES PERIODIC MAINTENANCE TO CONTINUE OPERATING AT ITS PEAK EFFICIENCY DESIGN. THE MAINTENANCE PROCESS COMPRISES THE REMOVAL AND REPLACEMENT OF EACH BAYFILTER CARTRIDGE AND THE CLEANING OF THE VAULT OR MANHOLE WITH A VACUUM TRUCK. FOR BEST RESULTS, BAYFILTER MAINTENANCE SHOULD BE PERFORMED BY A CERTIFIED MAINTENANCE CONTRACTOR. A QUICK CALL TO AN ADS ENGINEER OR CUSTOMER SERVICE REPRESENTATIVE WILL PROVIDE YOU WITH A LIST OF RELIABLE CONTRACTORS IN YOUR AREA. WHEN BAYFILTER IS INITIALLY INSTALLED, WE RECOMMEND THAT AN INSPECTION BE PERFORMED ON THE SYSTEM IN THE FIRST SIX (6) MONTHS. AFTER THAT, THE INSPECTION CYCLE TYPICALLY FALLS INTO A BIANNUAL PATTERN GIVEN NORMAL STORM OCCURRENCE AND ACTUAL SOLIDS LOADS. WHEN BAYFILTER EXHIBITS FLOWS BELOW DESIGN LEVELS, THE SYSTEM SHOULD BE INSPECTED AND MAINTAINED AS SOON AS PRACTICAL. REPLACING A BAYFILTER CARTRIDGE SHOULD BE CONSIDERED AT OR ABOVE THE LEVEL OF THE MANIFOLD. MAINTENANCE PROCEDURES 1.REMOVE THE MANHOLE COVERS AND OPEN ALL ACCESS HATCHES. 2.BEFORE ENTERING THE SYSTEM MAKE SURE THE AIR IS SAFE PER OSHA STANDARDS OR USE A BREATHING APPARATUS. USE LOW O2, HIGH CO, OR OTHER APPLICABLE WARNING DEVICES PER REGULATORY REQUIREMENTS. 3.USING A VACUUM TRUCK, REMOVE ANY LIQUID AND SEDIMENTS THAT CAN BE REMOVED PRIOR TO ENTRY. 4.USING A SMALL LIFT OR THE BOOM OF THE VACUUM TRUCK, REMOVE THE USED CARTRIDGES BY LIFTING THEM OUT. 5.ANY CARTRIDGES THAT CANNOT BE READILY LIFTED CAN BE EASILY SLID ALONG THE FLOOR TO A LOCATION THEY CAN BE LIFTED VIA A BOOM LIFT. 6.WHEN ALL THE CARTRIDGES HAVE BEEN REMOVED, IT IS NOW PRACTICAL TO REMOVE THE BALANCE OF THE SOLIDS AND WATER. LOOSEN THE STAINLESS CLAMPS ON THE FERNCO COUPLINGS FOR THE MANIFOLD AND REMOVE THE DRAINPIPES AS WELL. CAREFULLY CAP THE MANIFOLD AND THE FERNCO'S AND RINSE THE FLOOR, WASHING AWAY THE BALANCE OF ANY REMAINING COLLECTED SOLIDS. 7.CLEAN THE MANIFOLD PIPES, INSPECT, AND REINSTALL. 8.INSTALL THE EXCHANGE CARTRIDGES AND CLOSE ALL COVERS. 9.THE USED CARTRIDGES MUST BE SENT BACK TO ADS FOR EXCHANGE/RECYCLING AND CREDIT ON UNDAMAGED UNITS. BAYFILTER INSTALLATION NOTES 1.CONTACT UTILITY LOCATOR TO MARK ANY NEARBY UNDERGROUND UTILITIES AND MAKE SURE IT IS SAFE TO EXCAVATE. 2.REFERENCE THE SITE PLAN AND STAKE OUT THE LOCATION OF THE BAYFILTER VAULT. 3.EXCAVATE THE HOLE, PROVIDING ANY SHEETING AND SHORING NECESSARY TO COMPLY WITH ALL FEDERAL, STATE AND LOCAL SAFETY REGULATIONS. 4.LEVEL THE SUB–GRADE TO THE PROPER ELEVATION. VERIFY THE ELEVATION AGAINST THE MANHOLE DIMENSIONS, THE INVERT ELEVATIONS, AND THE SITE PLANS. ADJUST THE BASE AGGREGATE, IF NECESSARY. 5.HAVE THE SOIL BEARING CAPACITY VERIFIED BY A LICENSED/ENGINEER FOR THE REQUIRED LOAD BEARING CAPACITY. ON SOLID SUB–GRADE, SET THE FIRST SECTION OF THE BAYFILTER PRE–CAST VAULT. 6.CHECK THE LEVEL AND ELEVATION OF THE FIRST SECTION TO ENSURE IT IS CORRECT BEFORE ADDING ANY RISER SECTIONS. 7.IF ADDITIONAL SECTION(S) ARE REQUIRED, ADD A WATERTIGHT SEAL TO THE FIRST SECTION OF THE BAYFILTER VAULT. SET ADDITIONAL SECTION(S) OF THE VAULT, ADDING A WATERTIGHT SEAL TO EACH JOINT. 8.INSTALL THE PVC OUTLET MANIFOLD. 9.INSTALL THE PVC OUTLET PIPE IN BAYFILTER VAULT. 10.INSTALL THE INLET PIPE TO THE BAYFILTER VAULT. 11.AFTER THE SITE IS STABILIZED, REMOVE ANY ACCUMULATED SEDIMENT OR DEBRIS FROM THE VAULT AND INSTALL THE FLOW DISKS, DRAINDOWN MODULES (IF APPLICABLE), AND THE BAYFILTER CARTRIDGES. 12.PLACE FULL SET OF HOLD DOWN BARS AND BRACKETS INTO PLACE. 0015'30'SHEET OFDATE:PROJECT #:DRAWN:CHECKED:THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATERESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.4640 TRUEMAN BLVDHILLIARD, OH 43026ADVANCED DRAINAGE SYSTEMS, INC.R4 135/21/20S184604SMACKMSMEADOWBROOK ELEMENTARY SCHOOLGOLDEN VALLEY, MNDATEDRWNCHKDDESCRIPTION6/10/20NSLCJDREVISED PER COMMENTS6/25/20NSLCJDREVISED PER UPDATED DESIGN GUIDANCE7/25/20NSLCJDREVISED PER ENGINEER COMMENTS9/19/20NSLCJDREVISED PER ENGINEER COMMENTS10/05/20NSLCJDREVISED PER ENGINEER COMMENTS 12/16/21KLJCJD REV NORTH SYS PER NEW VOL, REV BOTH BF01/10/22CJMJPRREVISE NORTH SYSTEM PER ENGINEER01/28/22CJMREVISE PER ENGINEER02/03/22CJMCJDREVISE SOUTH SYSTEM/BF PER ENGINEER4" ADS N-12 DUAL WALL PERFORATED HDPE UNDERDRAIN (SIZE TBD BY ENGINEER) ISOLATOR ROW (SEE DETAIL / TYP 2 PLACES) NOTES ·MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECHNICAL NOTE 6.32 FOR MANIFOLD SIZING GUIDANCE. ·DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD. ·THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE-SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS INFORMATION IS PROVIDED. ·THE SITE DESIGN ENGINEER MUST REVIEW THE PROXIMITY OF THE CHAMBERS TO THE SLOPE AND CONSIDER EFFECTS OF POSSIBLE SATURATED SOILS ON THE SLOPE'S INTEGRITY.520 CROMWELL AVENUE | ROCKY HILL | CT | 06067860-529-8188 |888-892-2694 | WWW.STORMTECH.COMDetention Retention Water QualityPLACE MINIMUM 12.5' OF ADS GEOSYNTHETICS 315WTK WOVEN GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS 12" PREFABRICATED END CAP, PART# SC310EPE12B TYP OF ALL SC-310 12" BOTTOM CONNECTIONS AND ISOLATOR ROWS PROPOSED LAYOUT : NORTH SYSTEM 380 STORMTECH SC-310-3 CHAMBERS 60 STORMTECH SC-310 END CAPS 6 STONE ABOVE (in) 6 STONE BELOW (in) 40 % STONE VOID 12330 INSTALLED SYSTEM VOLUME (CF) (PERIMETER STONE INCLUDED) 9605 SYSTEM AREA (ft²) 420 SYSTEM PERIMETER (ft) PROPOSED ELEVATIONS : NORTH SYSTEM 862.17 MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED) 856.17 MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC) 855.67 MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC) 855.50 MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT) 855.67 MINIMUM ALLOWABLE GRADE (TOP OF RIGID PAVEMENT) 854.67 TOP OF STONE 854.17 TOP OF SC-310 CHAMBER 853.13 8" TOP MANIFOLD INVERT 852.92 12" ISOLATOR ROW CONNECTION INVERT 852.92 12" BOTTOM CONNECTION INVERT 852.84 BOTTOM OF SC-310 CHAMBER 852.34 UNDERDRAIN INVERT 852.34 BOTTOM OF STONE STRUCTURE MH 03 PER PLAN MAXIMUM INLET FLOW 4.6 CFS (DESIGNED BY ENGINEER / PROVIDED BY OTHERS) 8" X 8" ADS N-12 TOP MANIFOLD INVERT 3.5" ABOVE CHAMBER BASE (SEE NOTES) ADS N-12 CONNECTION INVERT 852.34 SIZE TBD BY ENGINEER PROPOSED BAYFILTER (SEE SHEET 5) STRUCTURE MH 04 PER PLAN W/ELEVATED BYPASS MANIFOLD MAXIMUM INLET FLOW 2.3 CFS (DESIGNED BY ENGINEER / PROVIDED BY OTHERS) STRUCTURE MH 02 PER PLAN MAXIMUM OUTLET FLOW 3.4 CFS (DESIGNED BY ENGINEER / PROVIDED BY OTHERS) 8" X 8" ADS N-12 TOP MANIFOLD INVERT 3.5" ABOVE CHAMBER BASE (SEE NOTES) 12" ADS N-12 BOTTOM CONNECTION INVERT 0.9" ABOVE CHAMBER BASE (SEE NOTES) IN FROM CB 03 8" X 8" ADS N-12 TOP MANIFOLD INVERT 3.5" ABOVE CHAMBER BASE (SEE NOTES) STRUCTURE MH 05 PER PLAN (DESIGNED BY ENGINEER / PROVIDED BY OTHERS) STRUCTURE MH 01 PER PLAN W/ELEVATED BYPASS MANIFOLD (DESIGNED BY ENGINEER / PROVIDED BY OTHERS)8" X 8" ADS N-12 TOP MANIFOLD INVERT 3.5" ABOVE CHAMBER BASE (SEE NOTES) OUT TO MH08 IN FROM CB 02 0015'30'SHEET OFDATE:PROJECT #:DRAWN:CHECKED:THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATERESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.4640 TRUEMAN BLVDHILLIARD, OH 43026ADVANCED DRAINAGE SYSTEMS, INC.R5 135/21/20S184604SMACKMSMEADOWBROOK ELEMENTARY SCHOOLGOLDEN VALLEY, MNDATEDRWNCHKDDESCRIPTION6/10/20NSLCJDREVISED PER COMMENTS6/25/20NSLCJDREVISED PER UPDATED DESIGN GUIDANCE7/25/20NSLCJDREVISED PER ENGINEER COMMENTS9/19/20NSLCJDREVISED PER ENGINEER COMMENTS10/05/20NSLCJDREVISED PER ENGINEER COMMENTS 12/16/21KLJCJD REV NORTH SYS PER NEW VOL, REV BOTH BF01/10/22CJMJPRREVISE NORTH SYSTEM PER ENGINEER01/28/22CJMREVISE PER ENGINEER02/03/22CJMCJDREVISE SOUTH SYSTEM/BF PER ENGINEER520 CROMWELL AVENUE | ROCKY HILL | CT | 06067860-529-8188 |888-892-2694 | WWW.STORMTECH.COMDetention Retention Water Quality79.49'14.23'21.35'21.35'10.04'68.72'3.08'TYP22.55' 65.25' 107.95'82.09'9.01'33.45'28.43' 12.61'67.33' 58.13' AS NOTEDSHEET OFDATE:PROJECT #:DRAWN:CHECKED:THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATERESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.4640 TRUEMAN BLVDHILLIARD, OH 43026ADVANCED DRAINAGE SYSTEMS, INC.R6 135/21/20S184604SMACKMSMEADOWBROOK ELEMENTARY SCHOOLGOLDEN VALLEY, MNDATEDRWNCHKDDESCRIPTION6/10/20NSLCJDREVISED PER COMMENTS6/25/20NSLCJDREVISED PER UPDATED DESIGN GUIDANCE7/25/20NSLCJDREVISED PER ENGINEER COMMENTS9/19/20NSLCJDREVISED PER ENGINEER COMMENTS10/05/20NSLCJDREVISED PER ENGINEER COMMENTS 12/16/21KLJCJD REV NORTH SYS PER NEW VOL, REV BOTH BF01/10/22CJMJPRREVISE NORTH SYSTEM PER ENGINEER01/28/22CJMREVISE PER ENGINEER02/03/22CJMCJDREVISE SOUTH SYSTEM/BF PER ENGINEERSECTION A-A SCALE : 1/4" = 1' PLAN VIEW SCALE : 1/4" = 1' OUTLET COLLECTION MANIFOLD POLYMER SEAL INLET DRAINAGE MATERIAL MEDIA SPIRAL OUTLET DRAINAGE MATERIAL FLOW CONTROL ORIFICE AIR RELEASE VALVE OUTLET PIPE INLET PLATE FILTER LEG OUTLET PATHWAY BAYFILTER WATER QUALITY VOLUME CARTRIDGE DESIGN VOLUME DRAINAGE AREA # BAYFILTER CARTRIDGES TREATED SEDIMENT CAPACITY 1250 CF THE BAYFILTER STORMWATER MANAGEMENT SYSTEM IS A STORMWATER FILTRATION DEVICE DESIGNED TO REMOVE FINE SEDIMENTS, HEAVY METALS, AND PHOSPORUS. THE BAYFILTER SYSTEM RELIES ON A SPIRAL WOUND MEDIA FILTER CARTRIDGE WITH APPROXIMATELY 45 SQUARE FEET OF FILTRATION AREA. THE FILTER CARTRIDGES ARE HOUSED IN A CONCRETE STRUCTURE THAT EVENLY DISTRIBUTES THE FLOW BETWEEN CARTRIDGES. THE SYSTEM IS INLINE WITH AN INTERNAL BYPASS WEIR THAT ROUTES HIGH INTENSITY STORMS AROUND THE CARTRIDGES. THE FILTER CARTRIDGES REMOVE POLLUTANTS FROM RUNOFF BY FILTRATION (INTERCEPTION/ATTACHMENT) AND ADSORPTION. 522 BAYFILTER 5,236 CF --- 5 875 LBS UNIT #1 8-10-5 24" SOLID LID 856.50± 48" X 60" TRAFFIC RATED HATCH 852.05 (24" OUTLET / FLOOR) 854.17 WQ ELEVATION 852.34 (15" INLET) STEPS (TYP) 24" OUTLET PIPE 15" INLET PIPE 522 BAYFILTER CARTRIDGE (TYP) 3" FLEXIBLE COUPLER 3" PVC TEE W/FLOW DISK (TYP) 3" PVC OUTLET MANIFOLD DDMV-1 WEIR 6" INLET ORIFICE AAHOLD DOWN BAR (TYP) 522 BAYFILTER CARTRIDGE (TYP)3" PVC PLUG (TYP) 3" PVC TEE W/FLOW DISK (TYP EACH CARTRIDGE LOCATION) 3" PVC OUTLET MANIFOLD 24" OUTLET PIPE 15" BYPASS PIPE INVERT 853.72 3" FLEXIBLE COUPLER (TYP) VERTICAL DRAIN DOWN MODULE (TYP) STEPS (TYP) 48" X 60" TRAFFIC RATED HATCH 24" SOLID LID WEIR ®1030 Deer Hollow Drive1-800-BAYSAVERMount Airy, MD 217711-800-229-728315" INLET PIPE INVERT 852.34 1.67' [20.00"] INLET ORIFICE W/FLAPGATE 0.29' [3.48"] 852.98 (15" PRIME PIPE)3.50'10.00'8.00' 15" PRIME INLET PIPE 3.78' [45.40"] 4.45' [53.40"] BYPASS ORIFICE INVERT: 853.72 BYPASS ORIFICE FROM SYSTEM TO SYSTEMIN FROM CB 03 15" PRIME INLET PIPE 6" FLAP GATE RECESS VAULT FLOOR FOR FLAP VALVE TO OPEN TBD (TOP OF WEIR) OUT *15" BYPASS PIPE NOT SHOWN FOR CLARITY 0010'20'SHEET OFDATE:PROJECT #:DRAWN:CHECKED:THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATERESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.4640 TRUEMAN BLVDHILLIARD, OH 43026ADVANCED DRAINAGE SYSTEMS, INC.R7 135/21/20S184604SMACKMSMEADOWBROOK ELEMENTARY SCHOOLGOLDEN VALLEY, MNDATEDRWNCHKDDESCRIPTION6/10/20NSLCJDREVISED PER COMMENTS6/25/20NSLCJDREVISED PER UPDATED DESIGN GUIDANCE7/25/20NSLCJDREVISED PER ENGINEER COMMENTS9/19/20NSLCJDREVISED PER ENGINEER COMMENTS10/05/20NSLCJDREVISED PER ENGINEER COMMENTS 12/16/21KLJCJD REV NORTH SYS PER NEW VOL, REV BOTH BF01/10/22CJMJPRREVISE NORTH SYSTEM PER ENGINEER01/28/22CJMREVISE PER ENGINEER02/03/22CJMCJDREVISE SOUTH SYSTEM/BF PER ENGINEERISOLATOR ROW (SEE DETAIL) NOTES ·MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECHNICAL NOTE 6.32 FOR MANIFOLD SIZING GUIDANCE. ·DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD. ·THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE-SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS INFORMATION IS PROVIDED. ·THE SITE DESIGN ENGINEER MUST REVIEW THE PROXIMITY OF THE CHAMBERS TO THE SLOPE AND CONSIDER EFFECTS OF POSSIBLE SATURATED SOILS ON THE SLOPE'S INTEGRITY.520 CROMWELL AVENUE | ROCKY HILL | CT | 06067860-529-8188 |888-892-2694 | WWW.STORMTECH.COMDetention Retention Water QualityPLACE MINIMUM 12.5' OF ADS GEOSYNTHETICS 315WTK WOVEN GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS PROPOSED BAYFILTER (SEE SHEET 7) STRUCTURE MH 06 PER PLAN W/ELEVATED BYPASS MANIFOLD MAXIMUM INLET FLOW 4.6 CFS (DESIGNED BY ENGINEER / PROVIDED BY OTHERS) IN FROM CB 01 12" X 12" ADS N-12 TOP MANIFOLD INVERT 12.5" ABOVE CHAMBER BASE (SEE NOTES) 24" PREFABRICATED END CAP, PART# SC740EPE24B TYP OF ALL SC-740 24" CONNECTIONS AND ISOLATOR ROWS PROPOSED LAYOUT : SOUTH SYSTEM 32 STORMTECH SC-740 CHAMBERS 8 STORMTECH SC-740 END CAPS 6 STONE ABOVE (in) 6 STONE BELOW (in) 40 % STONE VOID 2294 INSTALLED SYSTEM VOLUME (CF) BETWEEN ELEVATIONS 853.55 - 855.80 (PERIMETER STONE INCLUDED) 1612 SYSTEM AREA (ft²) 183 SYSTEM PERIMETER (ft) PROPOSED ELEVATIONS : SOUTH SYSTEM 864.00 MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED) 858.00 MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC) 857.50 MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC) 857.50 MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT) 857.50 MINIMUM ALLOWABLE GRADE (TOP OF RIGID PAVEMENT) 856.50 TOP OF STONE 856.00 TOP OF SC-740 CHAMBER 854.54 12" TOP MANIFOLD INVERT 853.60 12" BOTTOM MANIFOLD CONNECTION 853.51 24" BOTTOM CONNECTION INVERT 853.51 24" ISOLATOR ROW CONNECTION INVERT 853.50 BOTTOM OF SC-740 CHAMBER 853.00 BOTTOM OF STONE 23.75'18.50'67.89' 58.54' 12" BYPASS PIPE OUT 12" X 12" ADS N-12 BOTTOM MANIFOLD INVERT 1.20" ABOVE CHAMBER BASE 24" ADS N-12 BOTTOM CONNECTION INVERT 0.1" ABOVE CHAMBER BASE (SEE NOTES) SECTION A-A SCALE : 1/4" = 1' PLAN VIEW SCALE : 1/4" = 1' OUTLET COLLECTION MANIFOLD POLYMER SEAL INLET DRAINAGE MATERIAL MEDIA SPIRAL OUTLET DRAINAGE MATERIAL FLOW CONTROL ORIFICE AIR RELEASE VALVE OUTLET PIPE INLET PLATE FILTER LEG OUTLET PATHWAY BAYFILTER WATER QUALITY VOLUME CARTRIDGE DESIGN VOLUME DRAINAGE AREA # BAYFILTER CARTRIDGES TREATED SEDIMENT CAPACITY 1250 CF THE BAYFILTER STORMWATER MANAGEMENT SYSTEM IS A STORMWATER FILTRATION DEVICE DESIGNED TO REMOVE FINE SEDIMENTS, HEAVY METALS, AND PHOSPORUS. THE BAYFILTER SYSTEM RELIES ON A SPIRAL WOUND MEDIA FILTER CARTRIDGE WITH APPROXIMATELY 45 SQUARE FEET OF FILTRATION AREA. THE FILTER CARTRIDGES ARE HOUSED IN A CONCRETE STRUCTURE THAT EVENLY DISTRIBUTES THE FLOW BETWEEN CARTRIDGES. THE SYSTEM IS INLINE WITH AN INTERNAL BYPASS WEIR THAT ROUTES HIGH INTENSITY STORMS AROUND THE CARTRIDGES. THE FILTER CARTRIDGES REMOVE POLLUTANTS FROM RUNOFF BY FILTRATION (INTERCEPTION/ATTACHMENT) AND ADSORPTION. 522 BAYFILTER 2,294 CF --- 2 350 LBS UNIT #2 6-8-2 VAULT 24" SOLID LID 857.50 853.55 855.80 WQ ELEVATION STEPS (TYP) 15" OUTLET PIPE 24" INLET PIPE 522 BAYFILTER CARTRIDGE (TYP) 3" FLEXIBLE COUPLER 3" PVC TEE W/FLOW DISK (TYP) 3" PVC OUTLET MANIFOLD DDMV-1 WEIR 6" INLET ORIFICE AAAS NOTEDSHEET OFDATE:PROJECT #:DRAWN:CHECKED:THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATERESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.4640 TRUEMAN BLVDHILLIARD, OH 43026ADVANCED DRAINAGE SYSTEMS, INC.R8 135/21/20S184604SMACKMSMEADOWBROOK ELEMENTARY SCHOOLGOLDEN VALLEY, MNDATEDRWNCHKDDESCRIPTION6/10/20NSLCJDREVISED PER COMMENTS6/25/20NSLCJDREVISED PER UPDATED DESIGN GUIDANCE7/25/20NSLCJDREVISED PER ENGINEER COMMENTS9/19/20NSLCJDREVISED PER ENGINEER COMMENTS10/05/20NSLCJDREVISED PER ENGINEER COMMENTS 12/16/21KLJCJD REV NORTH SYS PER NEW VOL, REV BOTH BF01/10/22CJMJPRREVISE NORTH SYSTEM PER ENGINEER01/28/22CJMREVISE PER ENGINEER02/03/22CJMCJDREVISE SOUTH SYSTEM/BF PER ENGINEERHOLD DOWN BAR (TYP) 522 BAYFILTER CARTRIDGE (TYP) 3" PVC PLUG (TYP) 3" PVC TEE W/FLOW DISK (TYP EACH CARTRIDGE LOCATION) 3" PVC OUTLET MANIFOLD 15" OUTLET PIPE INV: 853.55 3" FLEXIBLE COUPLER (TYP) VERTICAL DRAIN DOWN MODULE (TYP) STEPS (TYP) 36" X 48" TRAFFIC RATED HATCH 24" SOLID LID ®1030 Deer Hollow Drive1-800-BAYSAVERMount Airy, MD 217711-800-229-72836" ORIFICE W/ FLAP GATE 2.72' [32.64"] 12" PRIMING INLET PIPE MIN UPSTREAM INVERT 855.22 855.22 PRIME ELEVATION 24" PIPE INVERT 853.55 WEIR INV: 855.801.28' [15.36"] EMERGENCY OVERFLOW ORIFICE INV: 855.80 8.00'3.00'1.67' [20.00"] EMERGENCY OVERFLOW ORIFICE 12" BYPASS PIPE PROPOSED INV 855.22 12" INLET PIPE INVERT 853.80 4.67' [56.04"]4.00' [48.04"] 12" BYPASS PIPE 6.00' 36" X 48" TRAFFIC RATED HATCH 6" FLAP GATE RECESS VAULT FLOOR FOR FLAP VALVE TO OPEN IN FROM CB 01 (SYSTEM) MH 06 (SYSTEM) 853.80 (12" PRIME PIPE) 855.22 SHEET OFDATE:PROJECT #:DRAWN:CHECKED:THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATERESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.4640 TRUEMAN BLVDHILLIARD, OH 43026ADVANCED DRAINAGE SYSTEMS, INC.R9 135/21/20S184604SMACKMSMEADOWBROOK ELEMENTARY SCHOOLGOLDEN VALLEY, MNDATEDRWNCHKDDESCRIPTION6/10/20NSLCJDREVISED PER COMMENTS6/25/20NSLCJDREVISED PER UPDATED DESIGN GUIDANCE7/25/20NSLCJDREVISED PER ENGINEER COMMENTS9/19/20NSLCJDREVISED PER ENGINEER COMMENTS10/05/20NSLCJDREVISED PER ENGINEER COMMENTS 12/16/21KLJCJD REV NORTH SYS PER NEW VOL, REV BOTH BF01/10/22CJMJPRREVISE NORTH SYSTEM PER ENGINEER01/28/22CJMREVISE PER ENGINEER02/03/22CJMCJDREVISE SOUTH SYSTEM/BF PER ENGINEER520 CROMWELL AVENUE | ROCKY HILL | CT | 06067860-529-8188 |888-892-2694 | WWW.STORMTECH.COMDetention Retention Water QualityACCEPTABLE FILL MATERIALS: STORMTECH SC-310 CHAMBER SYSTEMS PLEASE 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 FOR COMPACTION 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 COLLECTION CHAMBERS". 2.SC-310 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 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 WITH CONSIDERATION 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 400 LBS/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 OR YELLOW COLORS. MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT D FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED GRADE 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/A PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PREPARATION REQUIREMENTS. C INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 18" (450 mm) ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C' LAYER. GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS LAYER. AASHTO M145¹ A-1, A-2-4, A-3 OR AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10 BEGIN COMPACTIONS AFTER 12" (300 mm) OF MATERIAL OVER THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN 6" (150 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR PROCESSED AGGREGATE MATERIALS. ROLLER GROSS VEHICLE WEIGHT NOT TO EXCEED 12,000 lbs (53 kN). DYNAMIC FORCE NOT TO EXCEED 20,000 lbs (89 kN). B EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE.CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57 NO COMPACTION REQUIRED. A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER.CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3 D C B A 6" (150 mm) MIN 12" (300 mm) MIN 12" (300 mm) MIN34" (864 mm) 16" (400 mm) MIN 18" (450 mm) MIN 8' (2.4 m) MAX 3" (80 mm) MIN ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUND CLEAN CRUSHED, ANGULAR STONE IN A & B LAYERS *TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, INCREASE COVER TO 24" (600 mm). PERIMETER STONE (SEE NOTE 4) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) SC-310 END CAP SUBGRADE SOILS (SEE NOTE 3) PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) DEPTH OF STONE TO BE DETERMINED BY SITE DESIGN ENGINEER 6" (150 mm) MIN 16" (406 mm) SHEET OFDATE:PROJECT #:DRAWN:CHECKED:THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATERESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.4640 TRUEMAN BLVDHILLIARD, OH 43026ADVANCED DRAINAGE SYSTEMS, INC.R10 135/21/20S184604SMACKMSMEADOWBROOK ELEMENTARY SCHOOLGOLDEN VALLEY, MNDATEDRWNCHKDDESCRIPTION6/10/20NSLCJDREVISED PER COMMENTS6/25/20NSLCJDREVISED PER UPDATED DESIGN GUIDANCE7/25/20NSLCJDREVISED PER ENGINEER COMMENTS9/19/20NSLCJDREVISED PER ENGINEER COMMENTS10/05/20NSLCJDREVISED PER ENGINEER COMMENTS 12/16/21KLJCJD REV NORTH SYS PER NEW VOL, REV BOTH BF01/10/22CJMJPRREVISE NORTH SYSTEM PER ENGINEER01/28/22CJMREVISE PER ENGINEER02/03/22CJMCJDREVISE SOUTH SYSTEM/BF PER ENGINEERACCEPTABLE FILL MATERIALS: STORMTECH SC-740 CHAMBER SYSTEMS PLEASE 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 FOR COMPACTION 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 F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 2.SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 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 WITH CONSIDERATION 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 F2418 SHALL BE GREATER THAN OR EQUAL TO 550 LBS/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 OR YELLOW COLORS. MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT D FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED GRADE 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/A PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PREPARATION REQUIREMENTS. C INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 18" (450 mm) ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C' LAYER. GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS LAYER. AASHTO M145¹ A-1, A-2-4, A-3 OR AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10 BEGIN COMPACTIONS AFTER 12" (300 mm) OF MATERIAL OVER THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN 6" (150 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR PROCESSED AGGREGATE MATERIALS. ROLLER GROSS VEHICLE WEIGHT NOT TO EXCEED 12,000 lbs (53 kN). DYNAMIC FORCE NOT TO EXCEED 20,000 lbs (89 kN). B EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE. CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57 NO COMPACTION REQUIRED. A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER.CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3 18" (450 mm) MIN* 8' (2.4 m) MAX 6" (150 mm) MIN D C B A 12" (300 mm) MIN ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS 12" (300 mm) MIN51" (1295 mm)6" (150 mm) MIN 30" (762 mm) DEPTH OF STONE TO BE DETERMINED BY SITE DESIGN ENGINEER 6" (150 mm) MIN *TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, INCREASE COVER TO 24" (600 mm). EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) PERIMETER STONE (SEE NOTE 4) SC-740 END CAP SUBGRADE SOILS (SEE NOTE 3) PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) **THIS CROSS SECTION DETAIL REPRESENTS MINIMUM REQUIREMENTS FOR INSTALLATION. PLEASE SEE THE LAYOUT SHEET(S) FOR PROJECT SPECIFIC REQUIREMENTS.520 CROMWELL AVENUE | ROCKY HILL | CT | 06067860-529-8188 |888-892-2694 | WWW.STORMTECH.COMDetention Retention Water Quality SHEET OFDATE:PROJECT #:DRAWN:CHECKED:THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATERESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.4640 TRUEMAN BLVDHILLIARD, OH 43026ADVANCED DRAINAGE SYSTEMS, INC.R11 135/21/20S184604SMACKMSMEADOWBROOK ELEMENTARY SCHOOLGOLDEN VALLEY, MNDATEDRWNCHKDDESCRIPTION6/10/20NSLCJDREVISED PER COMMENTS6/25/20NSLCJDREVISED PER UPDATED DESIGN GUIDANCE7/25/20NSLCJDREVISED PER ENGINEER COMMENTS9/19/20NSLCJDREVISED PER ENGINEER COMMENTS10/05/20NSLCJDREVISED PER ENGINEER COMMENTS 12/16/21KLJCJD REV NORTH SYS PER NEW VOL, REV BOTH BF01/10/22CJMJPRREVISE NORTH SYSTEM PER ENGINEER01/28/22CJMREVISE PER ENGINEER02/03/22CJMCJDREVISE SOUTH SYSTEM/BF PER ENGINEER520 CROMWELL AVENUE | ROCKY HILL | CT | 06067860-529-8188 |888-892-2694 | WWW.STORMTECH.COMDetention Retention Water QualityINSPECTION & MAINTENANCE STEP 1)INSPECT ISOLATOR ROW FOR SEDIMENT A.INSPECTION PORTS (IF PRESENT) A.1.REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A.2.REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3.USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.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 ROWS B.1.REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW B.2.USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE i)MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY ii)FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.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 PROCESS A.A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B.APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C.VACUUM STRUCTURE SUMP AS REQUIRED STEP 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. NOTES 1.INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2.CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. SUMP DEPTH TBD BY SITE DESIGN ENGINEER (24" [600 mm] MIN RECOMMENDED) CATCH BASIN OR MANHOLE SC-310 ISOLATOR ROW DETAIL NTS OPTIONAL INSPECTION PORT SC-310 END CAP COVER ENTIRE ISOLATOR ROW WITH ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE 5' (1.5 m) MIN WIDE SC-310 CHAMBERSTORMTECH HIGHLY RECOMMENDS FLEXSTORM PURE INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES 12" (300 mm) HDPE ACCESS PIPE REQUIRED USE FACTORY PRE-FABRICATED END CAP PART #: SC310EPE12B TWO LAYERS OF ADS GEOSYNTHETICS 315WTK WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 4' (1.2 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS ELEVATED BYPASS MANIFOLD UNDERDRAIN DETAIL NTS A A B B SECTION A-A SECTION B-B NUMBER AND SIZE OF UNDERDRAINS PER SITE DESIGN ENGINEER 4" (100 mm) TYP FOR SC-310 & SC-160LP SYSTEMS 6" (150 mm) TYP FOR SC-740, DC-780, MC-3500 & MC-4500 SYSTEMS OUTLET MANIFOLD STORMTECH END CAP STORMTECH CHAMBERS STORMTECH CHAMBER STORMTECH END CAP DUAL WALL PERFORATED HDPE UNDERDRAIN ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE FOUNDATION STONE BENEATH CHAMBERS FOUNDATION STONE BENEATH CHAMBERS SHEET OFDATE:PROJECT #:DRAWN:CHECKED:THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATERESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.4640 TRUEMAN BLVDHILLIARD, OH 43026ADVANCED DRAINAGE SYSTEMS, INC.R12 135/21/20S184604SMACKMSMEADOWBROOK ELEMENTARY SCHOOLGOLDEN VALLEY, MNDATEDRWNCHKDDESCRIPTION6/10/20NSLCJDREVISED PER COMMENTS6/25/20NSLCJDREVISED PER UPDATED DESIGN GUIDANCE7/25/20NSLCJDREVISED PER ENGINEER COMMENTS9/19/20NSLCJDREVISED PER ENGINEER COMMENTS10/05/20NSLCJDREVISED PER ENGINEER COMMENTS 12/16/21KLJCJD REV NORTH SYS PER NEW VOL, REV BOTH BF01/10/22CJMJPRREVISE NORTH SYSTEM PER ENGINEER01/28/22CJMREVISE PER ENGINEER02/03/22CJMCJDREVISE SOUTH SYSTEM/BF PER ENGINEERINSPECTION & MAINTENANCE STEP 1)INSPECT ISOLATOR ROW FOR SEDIMENT A.INSPECTION PORTS (IF PRESENT) A.1.REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A.2.REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3.USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.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 ROWS B.1.REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW B.2.USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE i)MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY ii)FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.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 PROCESS A.A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B.APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C.VACUUM STRUCTURE SUMP AS REQUIRED STEP 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. NOTES 1.INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2.CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. SUMP DEPTH TBD BY SITE DESIGN ENGINEER (24" [600 mm] MIN RECOMMENDED) CATCH BASIN OR MANHOLE SC-740 ISOLATOR ROW DETAIL NTS SC-740 END CAP OPTIONAL INSPECTION PORT SC-740 CHAMBER COVER ENTIRE ISOLATOR ROW WITH ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE 8' (2.4 m) MIN WIDE STORMTECH HIGHLY RECOMMENDS FLEXSTORM PURE INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES 24" (600 mm) HDPE ACCESS PIPE REQUIRED USE FACTORY PRE-FABRICATED END CAP PART #: SC740EPE24B TWO LAYERS OF ADS GEOSYNTHETICS 315WTK WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 5' (1.5 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS ELEVATED BYPASS MANIFOLD 520 CROMWELL AVENUE | ROCKY HILL | CT | 06067860-529-8188 |888-892-2694 | WWW.STORMTECH.COMDetention Retention Water Quality SHEET OFDATE:PROJECT #:DRAWN:CHECKED:THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATERESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.4640 TRUEMAN BLVDHILLIARD, OH 43026ADVANCED DRAINAGE SYSTEMS, INC.R13 135/21/20S184604SMACKMSMEADOWBROOK ELEMENTARY SCHOOLGOLDEN VALLEY, MNDATEDRWNCHKDDESCRIPTION6/10/20NSLCJDREVISED PER COMMENTS6/25/20NSLCJDREVISED PER UPDATED DESIGN GUIDANCE7/25/20NSLCJDREVISED PER ENGINEER COMMENTS9/19/20NSLCJDREVISED PER ENGINEER COMMENTS10/05/20NSLCJDREVISED PER ENGINEER COMMENTS 12/16/21KLJCJD REV NORTH SYS PER NEW VOL, REV BOTH BF01/10/22CJMJPRREVISE NORTH SYSTEM PER ENGINEER01/28/22CJMREVISE PER ENGINEER02/03/22CJMCJDREVISE SOUTH SYSTEM/BF PER ENGINEER520 CROMWELL AVENUE | ROCKY HILL | CT | 06067860-529-8188 |888-892-2694 | WWW.STORMTECH.COMDetention Retention Water QualityPART #STUB A B C SC310EPE06T / SC310EPE06TPC 6" (150 mm)9.6" (244 mm)5.8" (147 mm)--- SC310EPE06B / SC310EPE06BPC ---0.5" (13 mm) SC310EPE08T / SC310EPE08TPC 8" (200 mm)11.9" (302 mm)3.5" (89 mm)--- SC310EPE08B / SC310EPE08BPC ---0.6" (15 mm) SC310EPE10T / SC310EPE10TPC 10" (250 mm)12.7" (323 mm)1.4" (36 mm)--- SC310EPE10B / SC310EPE10BPC ---0.7" (18 mm) SC310EPE12B 12" (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 OF THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT 1-888-892-2694. * 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 NOMINAL NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH)34.0" X 16.0" X 85.4" (864 mm X 406 mm X 2169 mm) CHAMBER STORAGE 14.7 CUBIC FEET (0.42 m³) MINIMUM INSTALLED STORAGE*31.0 CUBIC FEET (0.88 m³) WEIGHT 35.0 lbs.(16.8 kg) *ASSUMES 6" (152 mm) ABOVE, BELOW, AND BETWEEN CHAMBERS 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" 34.0" (864 mm) 16.0" (406 mm) 90.7" (2304 mm) ACTUAL LENGTH 85.4" (2169 mm) INSTALLED LENGTH BUILD ROW IN THIS DIRECTION A A B C SC-310 TECHNICAL SPECIFICATION NTS 9.9" (251 mm) 15.6" (396 mm) OVERLAP NEXT CHAMBER HERE (OVER SMALL CORRUGATION) START END PART #STUB A B C SC740EPE06T / SC740EPE06TPC 6" (150 mm)10.9" (277 mm)18.5" (470 mm)--- SC740EPE06B / SC740EPE06BPC ---0.5" (13 mm) SC740EPE08T /SC740EPE08TPC 8" (200 mm)12.2" (310 mm)16.5" (419 mm)--- SC740EPE08B / SC740EPE08BPC ---0.6" (15 mm) SC740EPE10T / SC740EPE10TPC 10" (250 mm)13.4" (340 mm)14.5" (368 mm)--- SC740EPE10B / SC740EPE10BPC ---0.7" (18 mm) SC740EPE12T / SC740EPE12TPC 12" (300 mm)14.7" (373 mm)12.5" (318 mm)--- SC740EPE12B / SC740EPE12BPC ---1.2" (30 mm) SC740EPE15T / SC740EPE15TPC 15" (375 mm)18.4" (467 mm)9.0" (229 mm)--- SC740EPE15B / SC740EPE15BPC ---1.3" (33 mm) SC740EPE18T / SC740EPE18TPC 18" (450 mm)19.7" (500 mm)5.0" (127 mm)--- SC740EPE18B / SC740EPE18BPC ---1.6" (41 mm) SC740EPE24B*24" (600 mm)18.5" (470 mm)---0.1" (3 mm) ALL STUBS, EXCEPT FOR THE SC740EPE24B ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT 1-888-892-2694. * FOR THE SC740EPE24B THE 24" (600 mm) STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 1.75" (44 mm). BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL. NOTE: ALL DIMENSIONS ARE NOMINAL NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH)51.0" X 30.0" X 85.4" (1295 mm X 762 mm X 2169 mm) CHAMBER STORAGE 45.9 CUBIC FEET (1.30 m³) MINIMUM INSTALLED STORAGE*74.9 CUBIC FEET (2.12 m³) WEIGHT 75.0 lbs.(33.6 kg) *ASSUMES 6" (152 mm) STONE ABOVE, BELOW, AND BETWEEN CHAMBERS 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" SC-740 TECHNICAL SPECIFICATION NTS 90.7" (2304 mm) ACTUAL LENGTH 85.4" (2169 mm) INSTALLED LENGTH BUILD ROW IN THIS DIRECTION A A C B 51.0" (1295 mm) 30.0" (762 mm) 45.9" (1166 mm)12.2" (310 mm) 29.3" (744 mm) OVERLAP NEXT CHAMBER HERE (OVER SMALL CORRUGATION) START END PROJECT SUMMARY Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2022 Musco Sports Lighting, LLC.ENGINEERED DESIGN By: Z.Morris · File #204066L · 28-Mar-22 Meadowbrook Elementary School Parking Lot Hopkins,MN LighƟng System Pole / Fixture Summary Pole ID Pole Height Mtg Height Fixture Qty Luminaire Type Load Circuit M1 --25'1 CREE OSQ 0.10 kW A P1-P5, P7-P15 22'22'1 CREE OSQ 0.10 kW A P6 22'22'2 CREE OSQ 0.21 kW A 16 17 1.77 kW Circuit Summary Circuit Description Load Fixture Qty A Parking 1.77 kW 17 Fixture Type Summary Type Source Wattage Lumens L90 L80 L70 Quantity CREE OSQ LED 5700K - 70 CRI 104W 15,147 ------17 Light Level Summary Calculation Grid Summary IlluminationGrid Name Calculation Metric Ave Min Max Max/Min Ave/Min Circuits Fixture Qty Blanket Grid Horizontal Illuminance 0.79 0 4 1442.91 A 17 Parking Horizontal 1.86 0 4 47.79 A 17 ILLUMINATION SUMMARY Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2022 Musco Sports Lighting, LLC.ENGINEERED DESIGN By: Z.Morris · File #204066L · 28-Mar-22 0.9 0.9 1.1 1.5 1.6 1.2 0.9 1.1 1.3 1.9 2.1 1.2 1.4 1.7 2.2 1.7 2.6 3.1 2.6 1.9 1.5 1.3 1.4 1.7 2.0 2.1 2.2 1.1 1.5 2.2 2.7 2.5 2.3 2.3 1.6 1.4 1.4 1.4 1.3 1.4 1.0 1.4 2.0 2.6 2.3 1.9 1.7 1.8 1.9 1.4 1.2 1.1 1.2 1.6 2.1 1.5 1.6 1.9 1.5 2.3 2.4 1.1 0.6 0.5 0.4 0.3 1.7 2.5 1.3 1.3 1.3 0.9 0.9 0.9 0.8 0.6 0.4 0.3 1.5 2.3 2.2 1.3 1.5 1.5 1.5 1.7 1.3 1.3 1.4 1.3 0.9 0.5 0.3 1.4 2.1 1.6 1.5 1.5 1.6 2.0 1.8 1.6 1.9 2.0 1.9 2.1 1.4 0.9 0.6 0.4 1.5 1.3 1.2 1.3 1.8 2.0 2.5 1.8 1.6 1.7 2.1 2.4 1.6 1.1 0.8 0.6 0.4 1.1 1.1 1.3 1.5 2.4 2.7 2.0 1.7 1.8 2.0 2.6 2.2 1.5 1.0 0.8 0.6 0.4 1.2 1.4 1.6 3.2 3.2 2.4 2.0 2.0 2.2 2.7 2.1 1.5 1.1 0.8 0.6 0.4 1.6 1.8 2.3 3.7 3.0 2.5 2.4 2.8 2.6 2.4 1.7 1.2 1.0 0.7 0.5 0.3 2.0 2.4 3.0 3.9 3.4 3.3 3.2 2.9 2.4 1.9 2.0 1.6 1.2 0.8 0.5 0.4 1.8 2.6 2.9 2.8 2.7 2.8 2.5 2.3 2.2 2.1 2.0 2.0 1.7 1.4 2.0 2.0 1.4 0.9 0.6 0.4 1.9 2.8 2.4 2.3 2.2 2.2 2.3 2.6 2.4 2.0 1.8 1.7 1.6 2.1 2.0 2.1 2.2 1.4 0.9 0.6 0.4 0.3 2.3 2.1 2.5 2.4 2.6 2.5 2.2 2.1 2.2 2.6 2.8 2.7 2.3 2.0 1.9 1.9 2.2 2.1 1.8 1.8 2.1 2.9 3.1 3.6 4.0 3.1 2.6 2.6 2.8 1.9 1.3 0.9 0.7 0.4 0.3 0.2 0.2 0.1 0.1 1.8 2.0 1.9 2.1 2.7 2.4 2.5 2.5 2.7 2.2 2.3 2.9 2.4 2.5 2.5 2.4 1.9 1.9 2.0 2.4 2.8 2.5 2.6 2.9 3.7 3.5 3.4 2.9 1.9 1.3 0.9 0.7 0.5 0.3 0.2 0.2 0.1 1.5 1.7 2.1 2.7 3.2 2.7 2.2 1.9 2.0 2.4 3.0 3.2 2.9 2.3 2.1 2.1 2.3 2.6 2.3 2.3 2.3 2.8 2.0 1.4 1.0 0.7 0.5 0.4 0.3 0.2 2.6 2.1 1.8 1.9 2.5 3.2 3.6 2.9 2.5 2.5 2.4 2.4 2.3 2.2 2.3 2.9 2.5 1.6 1.2 0.8 0.6 0.4 0.3 0.2 2.6 2.2 1.9 2.0 2.6 2.7 2.7 3.0 2.6 2.8 3.0 2.6 2.4 2.4 2.6 2.2 2.1 1.5 0.9 0.6 0.4 0.3 1.8 2.4 2.2 2.4 2.3 2.0 2.0 2.3 2.9 2.8 3.1 3.2 3.0 2.8 3.1 2.1 1.8 1.4 1.0 0.7 1.4 1.8 2.2 2.2 1.8 1.7 1.7 1.9 2.4 2.9 3.0 3.5 3.8 3.3 2.6 2.1 1.5 1.2 1.0 0.7 1.1 1.4 1.6 1.7 1.6 1.5 1.6 1.8 2.2 2.8 3.2 3.3 2.1 1.6 1.2 1.0 0.8 0.9 1.1 1.2 1.4 1.6 1.6 1.7 1.8 2.1 2.6 3.5 3.3 2.6 1.8 1.4 1.1 1.0 0.7 0.9 1.1 1.3 1.8 1.8 1.8 1.9 2.2 2.9 3.9 2.9 2.3 2.0 1.7 1.0 1.3 1.9 2.0 1.9 2.0 2.5 3.1 3.4 3.2 2.2 2.6 2.9 2.3 1.6 1.3 1.0 1.3 1.9 2.4 2.3 2.4 2.7 3.4 2.1 2.4 1.6 1.2 1.5 2.2 3.0 2.9 3.0 3.1 3.4 1.6 2.2 1.4 1.0 0.8 3.4 3.0 3.0 3.0 2.8 1.4 1.8 1.2 0.9 0.8 2.8 2.3 2.0 1.3 1.5 1.2 1.0 0.8 1.2 1.2 1.1 1.0 1.0 1.1 1.2 1.1 1.1 1.3 1.4 1.4 1.4 1.4 1.6 2.1 1.9 2.1 2.2 1.3 P7 P8 P14 P3 P1 P13 P15 P6 P2 P9 P10 M1 P4 P11 P12 P5 155'4'131'58'215'171'14'127'147'155'112'160'147'57'45'11'83'188'83'76'5'95'37'26'45'59'45'127'37'141'20'97' SCALE IN FEET 1 : 60 0'60'120' EQUIPMENT LIST FOR AREAS SHOWN Pole Luminaires QTY LOCATION SIZE GRADE ELEVATION MOUNTING HEIGHT LUMINAIRE TYPE QTY / POLE THIS GRID OTHER GRIDS1M125'25'CREE OSQ 1 1 0 14 P1-P5 P7-P15 22'3'25'CREE OSQ 1 1 0 1 P6 22'3'25'CREE OSQ 1/1*2 0 16 TOTALS 17 17 0 * This structure uƟlizes a back-to-back mounƟng conĮguraƟon Pole locaƟon(s)dimensions are relaƟve to 0,0 reference point(s) Meadowbrook Elementary School Parking Lot Hopkins,MN GRID SUMMARY Name: Parking Size: 0' x 0' Spacing: 10.0' x 10.0' Height: 3.0' above grade ILLUMINATION SUMMARY MAINTAINED HORIZONTAL FOOTCANDLES EnƟre Grid Scan Average:1.86 Maximum:4 Minimum:0 Avg / Min:22.26 Max / Min:47.79 UG (adjacent pts):1.70 CU:0.42 No. of Points:553 LUMINAIRE INFORMATION Applied Circuits: A No. of Luminaires: 17 Total Load: 1.77 kW Guaranteed Performance:The ILLUMINATION described above is guaranteed per your Musco Warranty document and includes a 0.95 dirt depreciaƟon factor. Field Measurements:Individual Įeld measurements may vary from computer-calculated predicƟons and should be taken in accordance with IESNA RP-6-15. Electrical System Requirements:Refer to Amperage Draw Chart and/or the "Musco Control System Summary" for electrical sizing. InstallaƟon Requirements:Results assume ± 3% nominal voltage at line side of the driver and structures located within 3 feet (1m) of design locaƟons. ILLUMINATION SUMMARY Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2022 Musco Sports Lighting, LLC.ENGINEERED DESIGN By: Z.Morris · File #204066L · 28-Mar-22 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 2 3 2 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 2 2 2 3 2 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 2 2 2 1 1 2 4 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 3 3 2 2 1 1 2 2 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 2 4 4 2 2 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 2 3 4 4 2 2 1 1 1 2 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 2 2 3 3 2 2 1 1 1 2 1 1 1 0 0 0 0 0 0 0 0 1 1 1 1 1 3 3 2 3 2 2 2 1 1 2 3 2 1 1 0 0 0 0 0 0 0 1 1 1 1 1 2 2 2 3 2 3 3 1 1 1 1 1 1 1 0 0 0 0 0 0 0 1 1 2 2 1 2 2 2 2 3 2 3 3 1 1 1 1 1 1 0 0 0 0 0 0 0 1 1 2 4 3 2 2 2 3 3 2 2 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 1 1 1 2 3 2 2 2 3 3 2 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 3 3 3 3 3 2 2 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 2 3 3 3 3 2 2 2 2 2 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 2 2 3 3 2 2 3 3 2 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 2 3 2 2 3 2 4 3 3 2 2 1 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 2 2 2 3 3 3 2 2 4 2 1 0 0 0 0 0 0 0 0 0 1 1 1 2 1 1 1 3 2 2 2 4 2 2 2 2 2 1 0 0 0 0 0 0 0 0 0 1 1 3 2 1 2 2 3 2 2 2 2 2 2 1 1 1 1 0 0 0 0 0 0 0 0 0 1 1 2 2 1 1 1 2 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 155'4'131'58'215'171'14'127'147'155'112'160'147'57'45'11'83'188'83'76'5'95'37'26'45'59'45'127'37'141'20'97' P7 P8 P14 P3 P1 P13 P15 P6 P2 P9 P10 M1 P4 P11 P12 P5 SCALE IN FEET 1 : 80 0'80'160' EQUIPMENT LIST FOR AREAS SHOWN Pole Luminaires QTY LOCATION SIZE GRADE ELEVATION MOUNTING HEIGHT LUMINAIRE TYPE QTY / POLE THIS GRID OTHER GRIDS1M125'25'CREE OSQ 1 1 0 14 P1-P5 P7-P15 22'3'25'CREE OSQ 1 1 0 1 P6 22'3'25'CREE OSQ 1/1*2 0 16 TOTALS 17 17 0 * This structure uƟlizes a back-to-back mounƟng conĮguraƟon Pole locaƟon(s)dimensions are relaƟve to 0,0 reference point(s) Meadowbrook Elementary School Parking Lot Hopkins,MN GRID SUMMARY Name: Blanket Grid Size: 560' x 540' Spacing: 20.0' x 20.0' Height: 3.0' above grade ILLUMINATION SUMMARY MAINTAINED HORIZONTAL FOOTCANDLES EnƟre Grid Scan Average:0.79 Maximum:4 Minimum:0 Avg / Min:274.91 Max / Min:1442.91 UG (adjacent pts):3.09 CU:0.97 No. of Points:756 LUMINAIRE INFORMATION Applied Circuits: A No. of Luminaires: 17 Total Load: 1.77 kW Guaranteed Performance:The ILLUMINATION described above is guaranteed per your Musco Warranty document and includes a 0.95 dirt depreciaƟon factor. Field Measurements:Individual Įeld measurements may vary from computer-calculated predicƟons and should be taken in accordance with IESNA RP-6-15. Electrical System Requirements:Refer to Amperage Draw Chart and/or the "Musco Control System Summary" for electrical sizing. InstallaƟon Requirements:Results assume ± 3% nominal voltage at line side of the driver and structures located within 3 feet (1m) of design locaƟons. EQUIPMENT LAYOUT Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2022 Musco Sports Lighting, LLC.ENGINEERED DESIGN By: Z.Morris · File #204066L · 28-Mar-22 Parking 0' x 0' P7 P8 P14 P3 P1 P13 P15 P6 P2 P9 P10 M1 P4 P11 P12 P5 Blanket Grid 560' x 540' SCALE IN FEET 1 : 120 0'120'240' Pole locaƟon(s)dimensions are relaƟve to 0,0 reference point(s) Meadowbrook Elementary School Parking Lot Hopkins,MN EQUIPMENT LAYOUT INCLUDES: · Blanket Grid · Parking Electrical System Requirements:Refer to Amperage Draw Chart and/or the "Musco Control System Summary" for electrical sizing. InstallaƟon Requirements:Results assume ± 3% nominal voltage at line side of the driver and structures located within 3 feet (1m) of design locaƟons. EQUIPMENT LIST FOR AREAS SHOWN Pole Luminaires QTY LOCATION SIZE GRADE ELEVATION MOUNTING HEIGHT LUMINAIRE TYPE QTY / POLE 1 M1 25'25'CREE OSQ 1 14 P1-P5 P7-P15 22'3'25'CREE OSQ 1 1 P6 22'3'25'CREE OSQ 1/1* 16 TOTALS 17 * This structure uƟlizes a back-to-back mounƟng conĮguraƟon SINGLE LUMINAIRE AMPERAGE DRAW CHART Ballast SpeciĮcaƟons (.90 min power factor) Line Amperage Per Luminaire (max draw) Single Phase Voltage 208 (60) 220 (60) 240 (60) 277 (60) 347 (60) 380 (60) 480 (60) Cree OSQ ----0.3 -0.2 Applicant Responses to Previous Comments from Planning Commission and City Council 1. Concern over continued loss of green space beginning with past amendments a. Provide a description of what you are doing to counteract this in the new proposal to the extent possible The 2022 parking lot improvement project will increase the hard surface area for the entire site by 4,117 square feet. The addition of pedestrian and bike sidewalks throughout the site makes up 3,530 square feet of that increased area. We feel the addition of the sidewalks is an important factor in the scope of work. They will connect the east and west campuses, the daycare building and Glenwood Avenue to the north-central parking lot and playground areas. The school district doesn’t have any future plans for expanding the building or parking lot footprints. The north, west and north-central parking lots will need to be reconstructed within ten years. They will remain in their current configuration. New storm water management will be installed during the reconstruction process. We’ve reduced the hard surfaced area as much as possible by reducing the amount of parking spaces on site. The following is the proposed versus existing parking on site. Proposed Parking Spaces Existing Parking Spaces West Lot: 40 West Lot: 40 North-Center Lot: 64 North-Center Lot: 70 South-Center Lot: 47 South-Center Lot: 48 East Lot: 49 East Lot: 61 Total: 200 Total: 219 2. Lack of bike/pedestrian improvements around the site a. List the operations and physical modifications that are being made in order to be more accommodating of students walking/biking to campus The 2022 parking lot improvement project will add 3,530 square feet of new sidewalks throughout the site. We feel the addition of the sidewalks is an important factor in the scope of work. The new sidewalks will connect the east and west campuses, the daycare building and Glenwood Avenue to the north-central parking lot and playground areas. 3. Grade changes between 5300 site and main campus as well as exiting on to Glenwood Avenue a. Describe what it being done to address this, or if no improvements are possible, what physical or logical challenges stand in the way The challenges we face with the grade changes on the site are difficult. We have three connecting elevations that have to be maintained. The three are the elevation of Glenwood Avenue, the elevation of the doors entering the east campus building and the elevation of the existing parking lot on the west campus. We were able to increase the elevation of the drive lane connecting Glenwood Avenue to the east parking lot at the transition to the parking lot by approximately 0.5 feet. This gives an average slope on the drive of 5.1% versus an existing slope of 5.4%. We were able to decrease the elevation of the south-central parking lot by approximately 0.5 feet and lengthened the connecting drive between this lot and the east lot by 20 feet. This gives an average slope on the drive of 6.4% versus an existing slope of 12.0%. The following are the proposed versus existing slopes of the drives. Proposed Drive Slopes Existing Drive Slopes Glenwood Ave. to East Lot: 5.1% Glenwood Ave. to East Lot: 5.4% East Lot to South-Central Lot: 6.4% East Lot to South-Central Lot: 12.0% SAFEngineering Site and Athletic Facility Engineering, PLLC 3200 122nd Avenue NE Blaine, MN 55449 March 23, 2021 Mr. Jason Zimmerman Planning Manager City of Golden Valley 7800 Golden Valley Road Golden Valley, MN 55427 RE: ISD #270 - Meadowbrook ES Parking Lot Improvements – Student and Staff Enrollment and Site Logistics Letter In accordance with the City of Golden Valley PUD Major Amendment requirements, we are pleased to provide the following information relating to your email dated March 23, 2021, in advance of the City of Golden Valley Planning Commission meeting on April 26, 2021. STUDENT AND STAFF ENROLLMENT AND SITE LOGISTICS INFORMATION 1. The current enrollment figures for 2021: Students: 845 Staff: 100 2. ISD #270 staff will provide the numbers to the City of Golden Valley under the following procedures: A. The Director of Buildings and Grounds will provide a letter with the enrollment and staff numbers to the City Planner. B. The City Planner can distribute the information to those in the City of Golden Valley deemed necessary to have the information. C. The letter will be presented to the City of Golden Valley once all official numbers are tabulated. The letter will be delivered no later than October 1st of each calendar year. D. ISD #270 has entered into an agreement with the City of Golden Valley to not exceed the enrollment numbers from the last PUD amendment. They intend to honor that agreement. 3. Student access to the building for the 2021 school year is as follows: A. Door O and N (North side of school): 475 students on buses B. Door A (West side of school): 90 students by parents C. Door L (East side of school): 280 students by parents SAFEngineering Site and Athletic Facility Engineering, PLLC 3200 122nd Avenue NE Blaine, MN 55449 4. Student grade level per door access to the building for the 2021 school year is as follows: A. Door O and N (North side of school): K through 6th B. Door A (West side of school): 5th and 6th C. Door L (East side of school): K through 4th 5. Staff access to the building for the 2021 school year is as follows: A. Door A (West side of school): 10 staff B. Door L (East side of school): 90 staff 6. The arrival times for the 2021 school year are as follows: A. Bus hours: 9:15AM – 9:30AM drop off 3:55PM – 4:10PM pick up B. Parent hours: 9:15AM – 9:30AM drop off 3:30PM – 4:10PM pick up C. Staff hours: 7:00AM – 5:00PM 7. ISD #270 staff will work with the City of Golden Valley if any procedural changes are required to the logistics plan outlined in this letter. SUMMARY If you have any questions, please contact me at your convenience . SAFEngineering, PLLC Neil Tessier, P.E. CEO Engineers | Architects | Planners | Scientists Short Elliott Hendrickson Inc., 3535 Vadnais Center Drive, St. Paul, MN 55110-3507 651.490.2000 | 800.325.2055 | 888.908.8166 fax | sehinc.com SEH is 100% employee-owned | Affirmative Action–Equal Opportunity Employer MEMORANDUM TO: Jeff Oliver, PE - City Engineer, City of Golden Valley FROM: Erin Jordan, PE Justin Anibas, EIT DATE: June 23, 2021 RE: Meadowbrook Elementary School Traffic Review-2021 Boy Scouts of America Building Redevelopment SEH No. 160544 14.00 INTRODUCTION This memorandum summarizes a review of the existing traffic conditions and proposed use for the former Boy Scouts of America (BSA) building on the Meadowbrook Elementary School site. In 2019, the Hopkins School District acquired the BSA parcel to use the site for additional pick-up capacity and closed the previous entrance to the elementary school parking lot. The primary concerns addressed in this review also include understanding the existing capacity and queueing activity for the school’s parent drop-off and pick-up times in addition to the impact the proposed use may have to the site and to the public street system. EXISTING CONDITIONS The Meadowbrook Elementary School serves pre-kindergarten through sixth grade students. School begins at 9:33 AM and dismisses at 4:05 PM. Student transportation is provided by the District via school buses or by parents via passenger vehicles. The primary bus parking lot is located on the north side of the school. Currently, there are two locations for parent-student drop-off and pick-up: the access on Turners Crossroad on the west side of the building and on Glenwood Avenue on the east side of the building. The easterly school driveway on Glenwood serves as an entrance only access, and the westerly school driveway serves as an exit only access. Traffic enters the BSA parking lot from Glenwood Avenue, and circulates through the BSA parking lot, up to the main school parking lot, and out to the third parking lot towards the exit back to Glenwood Avenue. Due to the Covid-19 pandemic, the traffic demand and activity surrounding student transportation was unique during the 2020-2021 academic year. In the Fall 2020, the City observed vehicle queueing onto Glenwood Avenue during school pick-up. These queues impacted operations of non-school traffic on the public street network, including vehicles exiting onto Glenwood from the Southbound TH 100 off-ramp. Figure 1 shows the Meadowbrook Elementary School site, including the entry and exit points, primary parking lots, and the school traffic circulation pattern. Meadowbrook Elementary School Traffic Review – 2021 BSA Building Redevelopment June 23, 2021 Page 2 Figure 1: Meadowbrook Elementary School Site Meadowbrook Elementary School Traffic Review – 2021 BSA Building Redevelopment June 23, 2021 Page 3 Traffic Camera Observations Review of existing on-site access and operating conditions was performed using traffic video cameras that were deployed at four locations within the site. Cameras were active from Monday, May 10, 2021 through Friday pick-up on Friday, May 14, 2021. The time period included four arrival events (Tuesday – Friday) and five dismissal events (Monday – Friday). Weather and road conditions were fair and dry throughout the week. To supplement the observations made through the video camera, a member of the SEH traffic team complete site visits during the arrival and dismissal hours on Wednesday, May 12, 2021. The primary goals of these visits were to understand the collective driver behaviors, parking circulation, and queuing concerns. It should be noted that during this week, barricades and tape were in place in the BSA parking lot, providing only one open lane for vehicles entering the parking lot. Cameras were placed at the following locations (see Figure 2): 1. On Glenwood Avenue, west of the easterly school driveway, to observe impact queueing has on traffic on Glenwood Avenue. 2. Along the school entrance driveway, approximately 375 feet from Glenwood Avenue, to observe the queueing activity in the easterly parking lot. 3. Along the school exit driveway, approximately 150 feet from Glenwood Avenue, to observe exiting behavior from the primary pick-up/drop-off area. 4. On Turners Crossroad, near the site access, to observe impact queuing has on traffic on Turners Crossroad. Lane closure and barricades present during field observations, forcing vehicles to utilize one lane at the curve in the BSA parking lot. Meadowbrook Elementary School Traffic Review – 2021 BSA Building Redevelopment June 23, 2021 Page 4 The observations made from the four video cameras and the site visits are summarized below. Drop-off activity generally occurred between 8:45 – 9:45 AM, and pick-up activity generally occurred between 3:00 – 4:15 PM. Camera 1: Glenwood Avenue Entrance Morning Drop-Off · At approximately 8:45 AM – vehicles begin entering lot. · At approximately 9:10 AM – vehicle traffic into the school site picks up considerably. · At approximately 9:15 AM – parking lot traffic is busiest. · After approximately 9:33 AM – very few vehicles in the parking lot. · Queues do not reach/impact Glenwood Avenue. · Fairly even split of eastbound/westbound vehicles entering from Glenwood Avenue. A couple vehicles go straight across Glenwood Ave to enter school. Afternoon Pick-Up · More queueing activity during afternoon pick-up compared to morning drop-off. · At approximately 3:00 PM – vehicles begin arriving. · At approximately 3:45 PM – parking lot traffic is busiest. · Monday – Thursday, queues never got within 200 feet of Glenwood Avenue. · The maximum queue was observed during the Friday afternoon pick-up time and got within 150 feet of Glenwood Avenue (room for 10-12 additional vehicles in storage). · Queues do not impact traffic on Glenwood Avenue. · Most vehicles enter from the east, primarily off TH 100 south ramp (approximately 70%). Figure 2: Traffic Camera Locations Meadowbrook Elementary School Traffic Review – 2021 BSA Building Redevelopment June 23, 2021 Page 5 Camera 2: BSA Parking Lot General Note: The corner into the parking lot on in the inside lane appears very tight, and some vehicles take this turn very slowly or wait until there is not a vehicle next to them to make the turn. This impacts the progression of the queue. Morning Drop-Off · Drop-off activity generally occurs between 8:45 – 9:45 AM. · At approximately 8:45 AM – vehicles begin entering lot. · At approximately 9:10 AM – vehicle traffic into the school site picks up considerably. · At approximately 9:15 AM – parking lot traffic is busiest. · After approximately 9:33 AM – very few vehicles in the parking lot. · In general, the queue is consistently moving while students are being dropped off in the designated drop-off areas. Afternoon Pick-Up · Pick-up activity generally occurs between 3:00 – 4:15 PM. · More queueing activity during afternoon pick-up compared to morning drop-off. · At approximately 3:00 PM – vehicles begin arriving. · At approximately 3:45 PM – queueing activity is busiest and begins to queue into the BSA parking lot. · Queues steadily grow in each parking lot until school lets out (until vehicles can move after picking up students). · Before school lets out, it was observed that the single lane connecting the BSA parking lot with the east parking lot remained open. Minimal vehicles used the open space to access the daycare parking lot during this time. Vehicles move forward, filling the open lane, at approximately 4:00 PM when school is let out. · One to two vehicles each day were observed to be parked in the BSA parking lot during pick- up. The parked vehicles did not conflict with the queueing. · No one was parked in the BSA parking lot mid-day. Video showing the open connection between the two parking lots during pick up. Meadowbrook Elementary School Traffic Review – 2021 BSA Building Redevelopment June 23, 2021 Page 6 Camera 3: Glenwood Ave Exit Morning Drop-Off · Maximum queue of approximately two to three vehicles in each lane. · Left-turn experiences higher delays, but still less than one minute on average. Afternoon Pick-Up · Maximum queue of approximately three to four vehicles in each lane. · Monday through Thursday, the queues do not reach the corner. On Friday, school traffic was busiest and maximum queue reached the corner. Camera 4: Turners Crossroad Entrance (Friday Pick-Up Only) Morning Drop-Off Note: Camera malfunction at Turners Crossroad Entrance only allowed for video observations during Friday afternoon pick-up. Review site observations for morning drop-off activity on Wednesday, May 12, 2021. Afternoon Pick-Up · Maximum queue of approximately eight vehicles stacked on Turners Crossroad, which extends past the right-turn lane, briefly blocking northbound through vehicles. However, Friday is assumed to experience significantly more school traffic than Monday through Thursday. · Few vehicles take southbound left-turn movement, briefly blocking southbound vehicles on Turners Crossroad. · Queues clear before 4:10, which is noticeably earlier than the easterly parking lot. Meadowbrook Elementary School Traffic Review – 2021 BSA Building Redevelopment June 23, 2021 Page 7 Site Observations: Wednesday, May 12, 2021 Morning Drop-Off · School traffic started to increase around 9:00 AM, with approximately two to three vehicles per minute turning into the easterly driveway on Glenwood Avenue from each direction. · The drop-off queue did not reach Glenwood Avenue. · Traffic operations were not impacted on Glenwood Avenue or Turners Crossroad from the school arrival activity. Afternoon Pick-up · School traffic started to queue at both entrances at 3:30 PM. · School traffic at the entrance on Glenwood Avenue began to queue past the BSA building entrance at 3:45 PM. · Most parking stalls are being used in the east parking lot, assumed to be primarily teacher/faculty parking and does not conflict with pick-up activity. · School traffic did not impact traffic on Glenwood Avenue. · School traffic queues into the right-turn lane on Turners Crossroad beginning at 3:45 PM. · Maximum queue of one to two vehicles spill onto Turners Crossroad, not significantly impacting northbound through vehicles on Turners Crossroad. Morning drop-off line through BSA parking lot. Maximum queue observed during afternoon pick-up at Glenwood Avenue entrance. Pick-up activity circulating through main school parking lot from the BSA parking lot (for reference, BSA parking lot is to the right). Meadowbrook Elementary School Traffic Review – 2021 BSA Building Redevelopment June 23, 2021 Page 8 PROPOSED DEVELOPMENT The School District has purchased the adjacent former BSA building and is preparing to integrate the access, parking, and circulation routes with the existing school site. The proposed building will operate no more than three small programs at this site with a maximum of 100 students on-site at a time. The programs will include the following: · Collaborative Lab School: Grade 8 through 12, with 50 students and three teachers · T-Plus: A partial-day adult educational program · Flexible Adult Learning Space: Adult enrichment learning/professional development program It is understood that the Collaborative Lab School and T-Plus program will begin at 8:30 AM and conclude by 2:30 PM as to not conflict with drop-off and pick-up times for Meadowbrook Elementary School. The Flexible Adult Learning Space will operate in two to three-hour blocks of time (8:30 to 10:30 AM, 11:00 AM to 1:00 PM, 1:30 to 3:30 PM, and 5:30 to 8:30 PM). The School District has indicated that the students attending the small programs will be both bussed and dropped-off. Arrival and departure times will accommodate between five to ten small capacity vans or school busses arriving and departing within a ten to 15-minute period. All traffic will enter and exit the parking lot utilizing the existing entrance and exit on Glenwood Avenue. Estimated daily, AM peak hour, and PM peak hour traffic volumes are based on the Institute of Transportation Engineers (ITE) Trip Generation Manual, 10th Edition, using ITE Code 530, High School. Table 1 summarizes the estimate of the number of vehicular trips to and from the site for the proposed small program. As a conservative estimate, it is assumed that five small capacity vans/busses will drop-off and pick-up approximately eight students per van/bus, for a total of 40 students anticipated to ride the van/bus per program. Therefore, 60 students were used to estimate the number of passenger vehicle trips. ITE Code Land Use Size Average Rate Calculations Daily Weekday AM Peak Hr. Weekday PM Peak Hr. Total Enter Exit Total Enter Exit Total 530 – High School 60 Students* 122 22 11 33 6 14 20 *Of the 100 students, it is assumed that 40 students will be transported by van or bus. Based on this trip generation review, each small program may experience a maximum of 22 passenger vehicles entering the site and parking in the BSA lot. Additionally, five to ten small capacity vans/school busses and up to three teachers may also consume additional parking stalls. Therefore, a total of approximately 35 vehicles may be parked at one time in the parking lot depending on the program. Table 1: Trip Generation Estimate Meadowbrook Elementary School Traffic Review – 2021 BSA Building Redevelopment June 23, 2021 Page 9 IMPACT TO PROPOSED DEVEOPMENT · The existing drop-off activity for the school primarily occurs between 8:45 – 9:45 AM and pick-up activity generally occurs between 3:00 – 4:15 PM, with the busiest pick-up time occurring around 3:45 PM. · The proposed development traffic will not alter school traffic at the entrance on Turners Crossroad. · The traffic generated for the small programs should function well with the existing site and not impact traffic on Glenwood Avenue during the following time periods: 8:30 to 10:30 AM, 11:00 AM to 1:00 PM, 5:30 to 8:30 PM. · It was observed that school pick-up traffic queues past the BSA entrance around 3:45 PM. If this queueing activity remains consistent into the future, it is expected that there will be circulation concerns within the parking lot during dismissal of the small program occurring between 1:30 and 3:30 PM. The primary concern is the assumption that parents queued up between the main parking lot and the BSA parking lot would block vehicles/busses from exiting the site after the small program is dismissed at 3:30 PM. · The observed number of existing parking stalls (56 stalls) in the BSA lot is expected to accommodate the parking demand during each program, which may reach between 30-40 vehicles, including buses, to accommodate students and faculty. CONSIDERATIONS · To alleviate congestion in the school parking lot and impact to the public street network, it is recommended that the small programs schedule shifts a half hour earlier so that the afternoon program ends by 3:00 PM. This would allow time for students parked in the BSA lot and any bus activity to clear the lot before the school traffic queues back to the BSA parking lot. · Additionally, the connection between the BSA parking lot and the daycare/east school parking lot can be signed to keep the area clear during heavy pick-up times (e.g. “No Parking Between Signs”). The vehicles currently leave this space open until school dismissal. Keeping the area clear would allow for any students or faculty members exiting the BSA building to exit the site more efficiently. · With the recommended schedule shift, parking activity in the BSA parking lot is not expected to conflict with the elementary school traffic. However, it is recommended to monitor the parking activity once the proposed small programs are in session. If parking activity begins to conflict with the Meadowbrook Elementary School traffic, reconfiguring the lane lines, adding more parking stalls, or providing a secondary connection between the lots may be required. · It is recommended that the school reassign some additional pick-up and drop-off vehicles from the west parking lot to the east parking lot to minimize back-ups blocking the through lane on Turners Crossroad. Continue monitoring the queueing activity at the access. This traffic review is based solely on the information provided by the School District of the proposed use for the vacant BSA building. Any modifications to the planned use(s) or time of operation(s) shall not be expected to operate in the same manner with the existing school traffic. It any modifications to the proposed development are anticipated, it is recommended that the City complete additional review to understand if any further improvement recommendations are required to avoid negatively impacting the public street network. EKJ c: R.J. Kakach, PE – Assistant City Engineer, City of Golden Valley Mike Kotila, PE – Sr. Transportation Engineer, SEH x:\fj\g\goldv\160544\8-planning\87-rpt-stud\2021 meadowbrook school traffic review_final.docx ORDINANCE NO. 737 AN ORDINANCE AMENDING THE CITY CODE Approval of Major PUD Amendment Meadowbrook School PUD No. 90, Amendment #6 ISD #270, Hopkins School District, Applicant The City Council for the City of Golden Valley hereby ordains as follows: Section 1. City Code Chapter 113 entitled “Zoning” is amended in Article III, Division 3, 113-123 by approving a Major PUD Amendment to Planned Unit Development (PUD) No. 90 thereby allowing for an expansion of the elementary school campus and the incorporation of a new circulation system. The PUD is subject to all of the terms of the permit to be issued including, but not limited to, the following specific conditions: 1. The plans for the expanded Meadowbrook campus, submitted March 4, 2022, with amended lighting plans date March 28, 2022, shall become a part of this approval. 2. Dumpsters and recycling containers associated with the 5300 Glenwood Avenue building shall be screened from view from the public right-of-way, including the Highway 100 exit ramp, in compliance with zoning regulations. 3. Information on enrollment, staffing, and program activities – including those taking place at 5300 Glenwood Avenue – shall be provided to the City annually by October 1st or more frequently if changes are proposed or anticipated. Enrollment caps shall be applied to the entire campus but shall not include virtual students. Additional enrollment, or changes to staffing or programming, may only occur in concert with the construction of additional comprehensive traffic management solutions and may be limited by existing parking capacity. 4. On-site student programming in the 5300 Glenwood Avenue building shall end by 3 pm in order to allow those students to exist the site prior to significant parent queueing. The City reserves the right to curtail certain uses or hours of operation for the 5300 building in order to manage congestion on Glenwood Avenue should future problems arise, as determined by the City Engineer. 5. Walkway easements for any trail along Glenwood that is within the school property shall be recorded as separate documents. The school shall provide exhibits and legal description (two feet north of trail edge) and the City will prepare documents. 6. The City will vacate any interest it has in the MnDOT turnback area over a portion of the east driveway entrance and along the east side of PUD, with the exception that drainage and utility easements will be retained (or must be dedicated on the plat) for any areas with City utilities present. Any and all infrastructure within this vacation area would be owned and maintained by the school district and included in the maintenance agreement executed between the City and the school. 7. The existing stormwater maintenance agreement for the Meadowbrook site shall be updated as part of this PUD Amendment. The City will prepare all documents for review and signatures. The district’s existing chloride management plan for Meadowbrook shall be updated and included as part of this maintenance agreement. In addition, the Council makes the following findings pursuant to City Code Section 113-123, Subd. (c)(2): Ordinance No. 737 -2- April 5, 2022 1. The PUD amendment is tailored to the specific characteristics of the site by providing a beneficial circulation plan that ensures vehicles are queueing off of the public right-of-way to avoid creating back-ups and congestion on Glenwood Avenue. Other improvements to the parking lot provide a needed update to older infrastructure. 2. Minimal tree removal required as part of the project is mitigated through replanting. No sensitive site features are impacted. 3. The proposed amendment would utilize land efficiently by consolidating nearby excess right-of-way and opening up an existing building for additional school operations. 4. The proposal is consistent with the current use of the existing PUD and there are no known impacts to the surrounding residential neighborhood. The proposal is consistent with the City’s Comprehensive Plan, which calls for the support of non-residential growth opportunities and utilizing the PUD process as a way to achieve zoning flexibility. 5. The PUD amendment would improve general health by providing water quality improvements to the Sweeney Lake sub-watershed through new stormwater management infrastructure, and would improve safety and welfare by ensuring continued improvements to the traffic flow on Glenwood Avenue. 6. The creativity and flexibility provided under the PUD section of the Zoning Code allows for the coordinated use of a long driveway across two properties in order to provide congestion reduction. The PUD amendment meets the Intent and Purpose provision of the City Code in that it creates a public benefit in exchange for this flexibility. Section 2. The tracts of land affected by this ordinance (collectively, the “Properties”) will be legally described as follows: Lots 1, 2, and 3, Block 1, Meadowbrook School 4th Addition P.U.D. No. 90, Hennepin County, Minnesota Section 3. This ordinance shall take effect from and after its passage and publication as required by law. Adopted by the City Council this 5th day of April, 2022. /s/Shepard M. Harris Shepard M. Harris, Mayor ATTEST: /s/ Theresa J. Schyma Theresa J. Schyma, City Clerk Golden Valley Council Manager Meeting April 5, 2022 Agenda Item 6. A. Approve Resolution No. 22-037 Awarding the Sale $4,150,000 General Obligation Improvement Bonds, Series 2022A Fixing Their Form and Specifications: Directing Their Execution and Delivery; and Providing for their payment. Prepared By Sue Virnig, Finance Director Summary The proceeds of the $4,150,000 General Obligation Bonds, Series 2022A will finance the street and driveway projects included in the 2022 Pavement Management Program. City Council approved the project and special assessments on January 4, 2022. The debt service on these bonds will be paid from tax levies and special assessments levied against benefitted properties. Doug Green, Director from BakerTilly, Inc., will be in attendance at the meeting to present the bid results that will be received the morning of April 5. Figures will be filled in when final numbers are known from the bidding process. If the City Council desires to proceed with these bond sales, after reviewing the bid results, they should adopt the attached resolution. Financial Or Budget Considerations Bond proceeds along with special assessments pay for the improvement that coincides with the 2022 PMP. The 2022-2031 Capital Improvement Program (CIP) (S-001) has $3,950,000 for the 2022 PMP. Recommended Action Motion to Resolution #22-037 Awarding the Sale $4,150,000 General Obligation Improvement Bonds, Series 2022A Fixing Their Form and Specifications: Directing Their Execution and Delivery; and Providing for their payment. Supporting Documents Resolution #22-037 Awarding the Sale $4,150,000 General Obligation Improvement Bonds, Series 2022A Fixing Their Form and Specifications: Directing Their Execution and Delivery; and Providing for their payment (21 pages). 1 GL135-36-780703.v1 RESOLUTION NO. 22-037 APRIL 5, 2022 A RESOLUTION AWARDING THE SALE OF $4,150,000 GENERAL OBLIGATION IMPROVEMENT BONDS, SERIES 2022A FIXING THEIR FORM AND SPECIFICATIONS; DIRECTING THEIR EXECUTION AND DELIVERY; AND PROVIDING FOR THEIR PAYMENT BE IT RESOLVED By the City Council of the City of Golden Valley, Hennepin County, Minnesota (the “City”) as follows: Section 1. Sale of Bonds. 1.01. Authorization. It is hereby determined that it is necessary and expedient that the City issue its $4,150,000 General Obligation Improvement Bonds, Series 2022A (the “Bonds”) pursuant to Minnesota Statutes, Chapters 429 and 475, as amended (the “Act”) to provide financing for certain assessable public improvements in the City, including without limitation the City’s 2022 Pavement Management Program (the “Improvements”). The City is authorized by Minnesota Statutes, Section 475.60, Subdivision 2(9) to negotiate the sale of the Bonds if the City has retained an independent municipal advisor in connection with such sale. The City has retained Baker Tilly Municipal Advisors, LLC, in Saint Paul, Minnesota as an independent municipal advisor in connection with the sale of the Bonds. 1.02. Award to the Purchaser and Interest Rates. The proposal _____________, _______, _______ (the “Purchaser”) to purchase the Bonds of the City described in the Terms of Proposal thereof is hereby found and determined to be a reasonable offer and is hereby accepted, the proposal being to purchase the Bonds at a price of $____________ (par amount of $4,150,000.00, plus a net premium of $__________ less an underwriter’s discount of $__________), for Bonds bearing interest as follows: Year of Maturity Interest Rate Year of Maturity Interest Rate 2023 % 2033 % 2024 2034 2025 2035 2026 2036 2027 2037 2028 2038 2029 2039 2030 2040 2031 2041 2032 2042 2 GL135-36-780703.v1 1.03. Purchase Contract. Any amount paid by the Purchaser over the minimum purchase price shall be credited to the Debt Service Fund hereinafter created or deposited in the Construction Fund hereinafter created, as determined by the City Finance Director in consultation with the City’s municipal advisor. The City Finance Director is directed to retain the good faith check of the Purchaser, pending completion of the sale of the Bonds. The Mayor and City Clerk are authorized to execute a contract with the Purchaser on behalf of the City, if requested by the Purchaser. 1.04. Terms and Principal Amount of Bonds. The City will forthwith issue and sell the Bonds pursuant to the Act in the total principal amount of $4,150,000.00, originally dated the date of delivery, in fully registered form, in denominations of $5,000 each or any integral multiple thereof, numbered No. R-1 and upward, bearing interest as above set forth, and maturing serially on February 1 in the years and amounts as follows: Year Amount Year Amount 2023 $200,000 2033 $210,000 2024 105,000 2034 165,000 2025 100,000 2035 175,000 2026 340,000 2036 180,000 2027 340,000 2037 180,000 2028 340,000 2038 180,000 2029 240,000 2039 185,000 2030 210,000 2040 190,000 2031 210,000 2041 190,000 2032 210,000 2042 200,000 As may be requested by the Purchaser, one or more term Bonds may be issued having mandatory sinking fund redemption and final maturity amounts conforming to the foregoing principal repayment schedule, and corresponding additions may be made to the provisions of the applicable Bond(s). 1.05. Optional Redemption. The City may elect on February 1, 2030, and on any day thereafter to prepay Bonds maturing on or after February 1, 2031. Redemption may be in whole or in part and if in part, at the option of the City and in such manner as the City will determine. If less than all Bonds of a maturity are called for redemption, the City will notify DTC (as defined in Section 7 hereof) of the particular amount of such maturity to be prepaid. DTC will determine by lot the amount of each participant’s interest in such maturity to be redeemed and each participant will then select by lot the beneficial ownership interests in such maturity to be redeemed. Prepayments will be at a price of par plus accrued interest. Section 2. Registration and Payment. 2.01. Registered Form. The Bonds will be issued only in fully registered form. The interest thereon and, upon surrender of each Bond, the principal amount thereof, is payable by check or draft issued by the Registrar described herein. 3 GL135-36-780703.v1 2.02. Dates; Interest Payment Dates. Each Bond will be dated as of the last interest payment date preceding the date of authentication to which interest on the Bond has been paid or made available for payment, unless (i) the date of authentication is an interest payment date to which interest has been paid or made available for payment, in which case the Bond will be dated as of the date of authentication, or (ii) the date of authentication is prior to the first interest payment date, in which case the Bond will be dated as of the date of original issue. The interest on the Bonds is payable on February 1 and August 1 of each year, commencing August 1, 2022, to the registered owners thereof of record as of the close of business on the 15th day of the immediately preceding month, whether or not that day is a business day. 2.03. Registration. The City will appoint, and will maintain, a bond registrar, transfer agent, authenticating agent and paying agent (the “Registrar”). The effect of registration and the rights and duties of the City and the Registrar with respect thereto are as follows: (a) Register. The Registrar will keep at its principal corporate trust office a bond register in which the Registrar provides for the registration of ownership of Bonds and the registration of transfers and exchanges of Bonds entitled to be registered, transferred or exchanged. (b) Transfer of Bonds. Upon surrender for transfer of a Bond duly endorsed by the registered owner thereof or accompanied by a written instrument of transfer, in form satisfactory to the Registrar, duly executed by the registered owner thereof or by an attorney duly authorized by the registered owner in writing, the Registrar will authenticate and deliver, in the name of the designated transferee or transferees, one or more new Bonds of a like aggregate principal amount and maturity, as requested by the transferor. The Registrar may, however, close the books for registration of any transfer after the 15th day of the month preceding each interest payment date and until that interest payment date. (c) Exchange of Bonds. Whenever any Bonds are surrendered by the registered owner for exchange the Registrar will authenticate and deliver one or more new Bonds of a like aggregate principal amount and maturity as requested by the registered owner or the owner’s attorney in writing. (d) Cancellation. All Bonds surrendered upon any transfer or exchange will be promptly cancelled by the Registrar and thereafter disposed of as directed by the City. (e) Improper or Unauthorized Transfer. When a Bond is presented to the Registrar for transfer, the Registrar may refuse to transfer the Bond until the Registrar is satisfied that the endorsement on the Bond or separate instrument of transfer is valid and genuine and that the requested transfer is legally authorized. The Registrar will incur no liability for the refusal, in good faith, to make transfers which it, in its judgment, deems improper or unauthorized. (f) Persons Deemed Owners. The City and the Registrar may treat the person in whose name a Bond is at any time registered in the bond register as the absolute owner 4 GL135-36-780703.v1 of such Bond, whether the Bond is overdue or not, for the purpose of receiving payment of, or on account of, the principal of and interest on the Bond and for all other purposes and payments so made to a registered owner or upon the owner’s order will be valid and effectual to satisfy and discharge the liability upon the Bond to the extent of the sum or sums so paid. (g) Taxes, Fees and Charges. The Registrar may impose a charge upon the owner thereof for a transfer or exchange of Bonds, sufficient to reimburse the Registrar for any tax, fee or other governmental charge required to be paid with respect to the transfer or exchange. (h) Mutilated, Lost, Stolen or Destroyed Bonds. If a Bond becomes mutilated or is destroyed, stolen or lost, the Registrar will deliver a new Bond of like amount, number, maturity date and tenor in exchange and substitution for and upon cancellation of the mutilated Bond or in lieu of and in substitution for any Bond destroyed, stolen or lost, upon the payment of the reasonable expenses and charges of the Registrar in connection therewith; and, in the case of a Bond destroyed, stolen or lost, upon filing with the Registrar of evidence satisfactory to the Registrar that the Bond was destroyed, stolen or lost, and of the ownership thereof, and upon furnishing to the Registrar an appropriate bond or indemnity in form, substance and amount satisfactory to it and as provided by law, in which both the City and the Registrar must be named as obligees. Bonds so surrendered to the Registrar will be cancelled by the Registrar and evidence of such cancellation must be given to the City. If the mutilated, destroyed, stolen or lost Bond has already matured or been called for redemption in accordance with its terms it is not necessary to issue a new Bond prior to payment. (i) Redemption. In the event any of the Bonds are called for redemption, written notice thereof identifying the Bonds to be redeemed will be given by the Registrar by mailing a copy of the redemption notice by first class mail (postage prepaid) at least 30 days prior to the redemption date to the registered owner of each Bond to be redeemed at the address shown on the registration books kept by the Registrar and by publishing the notice if required by law. Failure to give notice by publication or by mail to any registered owner, or any defect therein, will not affect the validity of the proceedings for the redemption of Bonds. Bonds so called for redemption will cease to bear interest after the specified redemption date, provided that the funds for the redemption are on deposit with the place of payment at that time. 2.04. Appointment of Initial Registrar. The City appoints U.S. Bank Trust Company, National Association, St. Paul, Minnesota, as the initial Registrar. The Mayor and the City Clerk are authorized to execute and deliver, on behalf of the City, a contract with the Registrar. Upon merger or consolidation of the Registrar with another corporation, if the resulting corporation is a bank or trust company authorized by law to conduct such business, the resulting corporation is authorized to act as successor Registrar. The City agrees to pay the reasonable and customary charges of the Registrar for the services performed. The City reserves the right to remove the Registrar upon 30 days’ notice and upon the appointment of a successor Registrar, in which event the predecessor Registrar must deliver all cash and Bonds in its possession to the successor 5 GL135-36-780703.v1 Registrar and deliver the bond register to the successor Registrar. On or before each principal or interest due date, without further order of this Council, the City Finance Director must transmit to the Registrar moneys sufficient for the payment of all principal and interest then due. 2.05. Execution, Authentication and Delivery. The Bonds will be prepared under the direction of the City Finance Director and executed on behalf of the City by the signatures of the Mayor and the City Clerk, provided that all signatures may be printed, engraved or lithographed facsimiles of the originals. If an officer whose signature or a facsimile of whose signature appears on the Bonds ceases to be such officer before the delivery of any Bond, that signature or facsimile will nevertheless be valid and sufficient for all purposes, the same as if the officer had remained in office until delivery. Notwithstanding such execution, a Bond will not be valid or obligatory for any purpose or entitled to any security or benefit under this Resolution unless and until a certificate of authentication on the Bond has been duly executed by the manual signature of an authorized representative of the Registrar. Certificates of authentication on different Bonds need not be signed by the same representative. The executed certificate of authentication on a Bond is conclusive evidence that it has been authenticated and delivered under this Resolution. When the Bonds have been so prepared, executed and authenticated, the City Finance Director will deliver the same to the Purchaser thereof upon payment of the purchase price in accordance with the contract of sale heretofore made and executed, and the Purchaser is not obligated to see to the application of the purchase price. Section 3. Form of Bond. 3.01. Form of Bond. The Bonds will be printed or typewritten in substantially the form set forth in Exhibit B attached hereto. 3.02 Approving Legal Opinion. The City Finance Director is authorized and directed to obtain a copy of the proposed approving legal opinion of Kennedy & Graven, Chartered, Minneapolis, Minnesota, which will be complete except as to dating thereof and to cause the opinion to be printed on or accompany each Bond. Section 4. Payment; Security; Pledges and Covenants. 4.01 Debt Service Fund. For the convenience and proper administration of the moneys to be borrowed and repaid on the Bonds and to provide adequate and specific security for the Purchaser and holders from time to time of the Bonds, there is hereby created a special fund to be designated the General Obligation Improvement Bonds, Series 2022A Debt Service Fund (the “Debt Service Fund”). The Debt Service Fund shall be administered and maintained by the Finance Director as a bookkeeping account separate and apart from all other funds maintained in the official financial records of the City. Amounts in the Debt Service Fund are irrevocably pledged to the Bonds. To the Debt Service Fund hereby created, there is hereby pledged and irrevocably appropriated and there will be credited: (A) the proceeds of ad valorem taxes herein or hereafter levied (the “Taxes”), and, subject to 4.02, the special assessments levied against the property specially benefited by the Improvements (the “Assessments”); (B) capitalized interest financed from Bond proceeds, if any; (C) the amount over the minimum purchase price paid by the Purchaser, to the extent designated for deposit in the Debt Service Fund in accordance with 6 GL135-36-780703.v1 Section 1.03 hereof; and (D) all investment earnings on funds in the Debt Service Fund; and (E) any and all other moneys which are properly available and are appropriated by the City Council to the Debt Service Fund. The Debt Service Fund will be maintained in the manner herein specified until all of the Bonds and the interest thereon will have been fully paid. The Finance Director will report to the City Council any current or anticipated deficiency in the Debt Service Fund in the amount necessary to pay the principal of and interest on the Bonds when due. If a payment of principal or interest on the Bonds becomes due when there is not sufficient money in the Debt Service Fund to pay the same, the City Finance Director is directed to pay such principal or interest from other funds of the City, and such fund will be reimbursed for those advances out of the proceeds of Assessments and Taxes when collected. 4.02 Construction Fund. The proceeds of the Bonds, less the appropriations made in Section 4.01, together with the Assessments collected during the construction of the Improvements and any other funds appropriated for the Improvements will be deposited in a separate construction fund (the “Construction Fund”) to be used solely to defray expenses of the Improvements and the payment of principal and interest on the Bonds prior to the completion and payment of all costs of the Improvements. Any balance remaining in the Construction Fund after completion of the Improvements and payment of the costs thereof, may be used to pay the cost in whole or in part of any other improvement instituted under the Act under the direction of the City Council or may be used as provided in Minnesota Statutes, section 475.65. Thereafter, the Construction Fund is to be closed and any remaining balances therein and subsequent collections of Assessments for the Improvements and any Taxes are to be deposited in the Debt Service Fund. 4.03. City Covenants. The City hereby covenants with the holders from time to time of the Bonds as follows: (a) It is hereby determined that the Improvements will directly and indirectly benefit abutting property and other identified property, and that at least 20% of the costs of the Improvements to the City will be paid by Assessments. The City has caused or will cause the Assessments for the Improvements to be promptly levied so that the first installment will be collectible not later than 2023 and will take all steps necessary to assure prompt collection, and the levy of the Assessments is hereby authorized. The City Council will cause to be taken with due diligence all further actions that are required for the construction of each Improvement financed wholly or partly from the proceeds of the Bonds, and will take all further actions necessary for the final and valid levy of the Assessments and the appropriation of any other funds needed to pay the Bonds and interest thereon when due. (b) In the event of any current or anticipated deficiency in Assessments and Taxes, the City Council will levy additional ad valorem taxes in the amount of the current or anticipated deficiency. (c) The City will keep complete and accurate books and records showing: receipts and disbursements in connection with the Improvements, Assessments levied therefor and other funds appropriated for their payment, collections thereof and disbursements therefrom, monies on hand and, the balance of unpaid Assessments. 7 GL135-36-780703.v1 (d) The City will cause its books and records to be audited at least annually and will furnish copies of such audit reports to any interested person upon request. 4.04. Pledge of Tax Levy. For the purpose of paying the principal of and interest on the Bonds, there is levied a direct annual irrepealable ad valorem tax upon all of the taxable property in the City, which will be spread upon the tax rolls and collected with and as part of other general taxes of the City. The taxes will be credited to the Debt Service Fund above provided and will be in the years (being each year of collection) and amounts as set forth in Exhibit C. The tax levies will be irrepealable so long as any of the Bonds are outstanding and unpaid, provided that the City reserves the right to reduce the levies in the manner and to the extent permitted by Section 475.61, subdivision 3 of the Act, and the County Auditor will thereupon reduce the levy collectible during such year by the amount so certified. 4.05. Certification to County Auditor as to Debt Service Fund Amount. It is hereby determined that the estimated collections of Assessments and the foregoing Taxes will produce at least 5% in excess of the amount needed to meet when due the principal and interest payments on the Bonds. 4.06. County Auditor Certificate as to Registration and Tax Levy. The City Clerk is authorized and directed to file a certified copy of this resolution with the County Auditor of Hennepin County and to obtain the certificate required by Minnesota Statutes, Section 475.63, that the Bonds have been entered in their register and the tax levy required by law has been made. 4.07. General Obligation Pledge. For the prompt and full payment of the principal of and interest on the Bonds, as the same respectively become due, the full faith, credit and taxing powers of the City will be and are hereby irrevocably pledged. If the balance in the Debt Service Fund is ever insufficient to pay all principal and interest then due on the Bonds and any other bonds payable therefrom, the deficiency will be promptly paid out of monies in the general fund of the City which are available for such purpose, and such general fund may be reimbursed with or without interest from the Debt Service Fund when a sufficient balance is available therein. Section 5. Authentication of Transcript. 5.01. City Proceedings and Records. The officers of the City are authorized and directed to prepare and furnish to the Purchaser and to the attorneys approving the Bonds, certified copies of proceedings and records of the City relating to the Bonds and to the financial condition and affairs of the City, and such other certificates, affidavits and transcripts as may be required to show the facts within their knowledge or as shown by the books and records in their custody and under their control, relating to the validity and marketability of the Bonds, and such instruments, including any heretofore furnished, may be deemed representations of the City as to the facts stated therein. 5.02. Certification as to Official Statement. The Mayor, City Manager, City Clerk and Finance Director, or any of them, are authorized and directed to certify that they have examined the Official Statement prepared and circulated in connection with the issuance and sale of the Bonds and that to the best of their knowledge and belief the Official Statement is, as of the date 8 GL135-36-780703.v1 thereof, a complete and accurate representation of the facts and representations made therein as of the date of the Official Statement. 5.03. Other Certificates. The Mayor, City Manager, City Clerk and Finance Director, or any of them, are hereby authorized and directed to furnish to the Purchaser at the closing such certificates as are required as a condition of sale. Unless litigation shall have been commenced and be pending questioning the Bonds or the organization of the City or incumbency of its officers, at the closing the Mayor, City Manager, City Clerk and Finance Director, or any of them, shall also execute and deliver to the Purchaser a suitable certificate as to absence of material litigation, and the Finance Director shall also execute and deliver a certificate as to payment for and delivery of the Bonds. 5.04. Electronic Signatures. The electronic signature of the Mayor, City Clerk, and Finance Director, or any of them, to this resolution and to any certificate authorized to be executed hereunder shall be as valid as an original signature of such party and shall be effective to bind the City thereto. For purposes hereof, (i) “electronic signature” means (a) a manually signed original signature that is then transmitted by electronic means or (b) a signature obtained through DocuSign or Adobe or a similarly digitally auditable signature gathering process; and (ii) “transmitted by electronic means” means sent in the form of a facsimile or sent via the internet as a portable document format (“pdf”) or other replicating image attached to an electronic mail or internet message. Section 6. Tax Covenants. 6.01. Tax-Exempt Bonds. The City covenants and agrees with the holders from time to time of the Bonds that it will not take or permit to be taken by any of its officers, employees or agents any action which would cause the interest on the Bonds to become subject to taxation under the Internal Revenue Code of 1986, as amended (the “Code”), and the Treasury Regulations promulgated thereunder, in effect at the time of such actions, and that it will take or cause its officers, employees or agents to take, all affirmative action within its power that may be necessary to ensure that such interest will not become subject to taxation under the Code and applicable Treasury Regulations, as presently existing or as hereafter amended and made applicable to the Bonds. 6.02. No Rebate Required. (a) The City will comply with requirements necessary under the Code to establish and maintain the exclusion from gross income of the interest on the Bonds under Section 103 of the Code, including without limitation requirements relating to temporary periods for investments, limitations on amounts invested at a yield greater than the yield on the Bonds, and the rebate of excess investment earnings to the United States, if the Bonds do not qualify for the small issuer exception to the federal arbitrage rebate requirements. (b) For purposes of qualifying for the small-issuer exception to the federal arbitrage rebate requirements, the City finds, determines and declares that the aggregate 9 GL135-36-780703.v1 face amount of all tax-exempt bonds (other than private activity bonds) issued by the City (and all subordinate entities of the City) during the calendar year in which the Bonds are issued is not reasonably expected to exceed $5,000,000, within the meaning of Section 148(f)(4)(D) of the Code. 6.03. Not Private Activity Bonds. The City further covenants not to use the proceeds of the Bonds or the Improvements financed by the Bonds, or to cause or permit them or any of them to be used, in such a manner as to cause the Bonds to be “private activity bonds” within the meaning of Sections 103 and 141 through 150 of the Code. 6.04. Qualified Tax Exempt Obligations. In order to qualify the Bonds as “qualified tax- exempt obligations” within the meaning of Section 265(b)(3) of the Code, the City makes the following factual statements and representations: (a) the Bonds are not “private activity bonds” as defined in Section 141 of the Code; (b) the City hereby designates the Bonds as “qualified tax-exempt obligations” for purposes of Section 265(b)(3) of the Code; (c) the reasonably anticipated amount of tax-exempt obligations (other than any private activity bonds that are not qualified 501(c)(3) bonds) which will be issued by the City (and all subordinate entities of the City) during calendar year 2022 will not exceed $10,000,000; and (d) not more than $10,000,000 of obligations issued by the City during calendar year 2022 have been designated for purposes of Section 265(b)(3) of the Code. 6.05. Procedural Requirements. The City will use its best efforts to comply with any federal procedural requirements which may apply in order to effectuate the designations made by this section. Section 7. Book-Entry System; Limited Obligation of City. 7.01. DTC. The Bonds will be initially issued in the form of a separate single typewritten or printed fully registered Bond for each of the maturities set forth in Section 1.04 hereof. Upon initial issuance, the ownership of each Bond will be registered in the registration books kept by the Registrar in the name of Cede & Co., as nominee for The Depository Trust Company, New York, New York, and its successors and assigns (“DTC”). Except as provided in this section, all of the outstanding Bonds will be registered in the registration books kept by the Registrar in the name of Cede & Co., as nominee of DTC. 7.02. Participants. With respect to Bonds registered in the registration books kept by the Registrar in the name of Cede & Co., as nominee of DTC, the City, the Registrar and the Paying Agent will have no responsibility or obligation to any broker dealers, banks and other financial institutions from time to time for which DTC holds Bonds as securities depository (the 10 GL135-36-780703.v1 “Participants”) or to any other person on behalf of which a Participant holds an interest in the Bonds, including but not limited to any responsibility or obligation with respect to (i) the accuracy of the records of DTC, Cede & Co. or any Participant with respect to any ownership interest in the Bonds, (ii) the delivery to any Participant or any other person (other than a registered owner of Bonds, as shown by the registration books kept by the Registrar) of any notice with respect to the Bonds, including any notice of redemption, or (iii) the payment to any Participant or any other person, other than a registered owner of Bonds, of any amount with respect to principal of, premium, if any, or interest on the Bonds. The City, the Registrar and the Paying Agent may treat and consider the person in whose name each Bond is registered in the registration books kept by the Registrar as the holder and absolute owner of such Bond for the purpose of payment of principal, premium and interest with respect to such Bond, for the purpose of registering transfers with respect to such Bonds, and for all other purposes. The Paying Agent will pay all principal of, premium, if any, and interest on the Bonds only to or on the order of the respective registered owners, as shown in the registration books kept by the Registrar, and all such payments will be valid and effectual to fully satisfy and discharge the City’s obligations with respect to payment of principal of, premium, if any, or interest on the Bonds to the extent of the sum or sums so paid. No person other than a registered owner of Bonds, as shown in the registration books kept by the Registrar, will receive a certificated Bond evidencing the obligation of this resolution. Upon delivery by DTC to the City Manager of a written notice to the effect that DTC has determined to substitute a new nominee in place of Cede & Co., the words “Cede & Co.,” will refer to such new nominee of DTC; and upon receipt of such a notice, the City Manager will promptly deliver a copy of the same to the Registrar and Paying Agent. 7.03. Representation Letter. The City has heretofore executed and delivered to DTC a Blanket Issuer Letter of Representations (the “Representation Letter”) which will govern payment of principal of, premium, if any, and interest on the Bonds and notices with respect to the Bonds. Any Paying Agent or Registrar subsequently appointed by the City with respect to the Bonds will agree to take all action necessary for all representations of the City in the Representation Letter with respect to the Registrar and Paying Agent, respectively, to be complied with at all times. 7.04. Transfers Outside Book-Entry System. In the event the City, by resolution of the City Council, determines that it is in the best interests of the persons having beneficial interests in the Bonds that they be able to obtain Bond certificates, the City will notify DTC, whereupon DTC will notify the Participants, of the availability through DTC of Bond certificates. In such event the City will issue, transfer and exchange Bond certificates as requested by DTC and any other registered owners in accordance with the provisions of this Resolution. DTC may determine to discontinue providing its services with respect to the Bonds at any time by giving notice to the City and discharging its responsibilities with respect thereto under applicable law. In such event, if no successor securities depository is appointed, the City will issue and the Registrar will authenticate Bond certificates in accordance with this resolution and the provisions hereof will apply to the transfer, exchange and method of payment thereof. 7.05. Payments to Cede & Co. Notwithstanding any other provision of this Resolution to the contrary, so long as a Bond is registered in the name of Cede & Co., as nominee of DTC, payments with respect to principal of, premium, if any, and interest on the Bond and notices with respect to the Bond will be made and given, respectively in the manner provided in DTC’s Operational Arrangements, as set forth in the Representation Letter. 11 GL135-36-780703.v1 Section 8. Continuing Disclosure. 8.01. City Compliance with Provisions of Continuing Disclosure Certificate. The City hereby covenants and agrees that it will comply with and carry out all of the provisions of the Continuing Disclosure Certificate. Notwithstanding any other provision of this Resolution, failure of the City to comply with the Continuing Disclosure Certificate will not be considered an event of default with respect to the Bonds; however any Bondholder may take such actions as may be necessary and appropriate, including seeking mandate or specific performance by court order, to cause the City to comply with its obligations under this section. 8.02. Execution of Continuing Disclosure Certificate. “Continuing Disclosure Certificate” means that certain Continuing Disclosure Certificate executed by the Mayor and City Clerk and dated the date of issuance and delivery of the Bonds, as originally executed and as it may be amended from time to time in accordance with the terms thereof. Section 9. Defeasance. When the Bonds and all accrued interest thereon, have been discharged as provided in this section, all pledges, covenants and other rights granted by this resolution to the holders of the Bonds will cease, except that the pledge of the full faith and credit of the City for the prompt and full payment of the principal of and interest on the Bonds will remain in full force and effect. The City may discharge the Bonds which are due on any date by depositing with the Registrar on or before that date a sum sufficient for the payment thereof in full or by depositing irrevocably in escrow, with a suitable institution qualified by law as an escrow agent for this purpose, cash or securities which are backed by the full faith and credit of the United States of America, or any other security authorized under Minnesota law for such purpose, bearing interest payable at such times and at such rates and maturing on such dates and in such amounts as shall be required and sufficient, subject to sale and/or reinvestment in like securities, to pay said obligation(s), which may include any interest payment on such Bond and/or principal amount due thereon at a stated maturity (or if irrevocable provision shall have been made for permitted prior redemption of such principal amount, at such earlier redemption date). If any Bond should not be paid when due, it may nevertheless be discharged by depositing with the Registrar a sum sufficient for the payment thereof in full with interest accrued to the date of such deposit. The motion for the adoption of the foregoing resolution was duly seconded by Member _________________________, and upon vote being taken thereon, the following voted in favor thereof: and the following voted against the same: 12 GL135-36-780703.v1 whereupon said resolution was declared duly passed and adopted. GL135-36-780703.v1 STATE OF MINNESOTA ) ) COUNTY OF HENNEPIN ) SS. ) CITY OF GOLDEN VALLEY ) I, the undersigned, being the duly qualified and acting City Clerk of the City of Golden Valley, Hennepin County, Minnesota, do hereby certify that I have carefully compared the attached and foregoing extract of minutes of a regular meeting of the City Council of the City held on April 5, 2022 with the original minutes on file in my office and the extract is a full, true and correct copy of the minutes insofar as they relate to the issuance and sale of $4,150,000 General Obligation Improvement Bonds, Series 2022A of the City. WITNESS My hand of the City this 5th day of April, 2022. City Clerk Golden Valley, Minnesota A-1 GL135-36-780703.v1 EXHIBIT A PROPOSALS B-1 GL135-36-780703.v1 EXHIBIT B FORM OF BOND No. R-_____ $________ UNITED STATES OF AMERICA STATE OF MINNESOTA COUNTY OF HENNEPIN CITY OF GOLDEN VALLEY GENERAL OBLIGATION IMPROVEMENT BOND, SERIES 2022A Rate Maturity Date Date of Original Issue CUSIP % February 1, 20__ May __, 2022 Registered Owner: Cede & Co. The City of Golden Valley, Minnesota, a duly organized and existing municipal corporation in Hennepin County, Minnesota (the “City”), acknowledges itself to be indebted and for value received hereby promises to pay to the Registered Owner specified above or registered assigns, the principal sum set forth above on the Maturity Date specified above, unless called for earlier redemption, with interest thereon from the date hereof at the annual Rate specified above (calculated on the basis of a 360-day year of twelve 30 day months), payable February 1 and August 1 in each year, commencing August 1, 2022, to the person in whose name this Bond is registered at the close of business on the 15th day (whether or not a business day) of the immediately preceding month. The interest hereon and, upon presentation and surrender hereof, the principal hereof are payable in lawful money of the United States of America by check or draft by U.S. Bank Trust Company, National Association, St. Paul, Minnesota, as Registrar, Paying Agent, Transfer Agent and Authenticating Agent, or its designated successor under the Resolution described herein. For the prompt and full payment of such principal and interest as the same respectively become due, the full faith and credit and taxing powers of the City have been and are hereby irrevocably pledged. The City may elect on February 1, 2030, and on any date thereafter to prepay Bonds due on or after February 1, 2031. Redemption may be in whole or in part and if in part, at the option of the City and in such manner as the City will determine. If less than all Bonds of a maturity are called for redemption, the City will notify the Depository Trust Company (“DTC”) of the particular amount of such maturity to be prepaid. DTC will determine by lot the amount of each participant’s interest in such maturity to be redeemed and each participant will then select by lot the beneficial ownership interests in such maturity to be redeemed. Prepayments will be at a price of par plus accrued interest. B-2 GL135-36-780703.v1 The City Council has designated the Bonds as “qualified tax-exempt obligations” within the meaning of Section 265(b)(3) of the Internal Revenue Code of 1986, as amended (the “Code”) relating to disallowance of interest expense for financial institutions. This Bond is one of an issue in the aggregate principal amount of $4,150,000 all of like original issue date and tenor, except as to number, denomination, maturity date, redemption privilege, and interest rate, all issued pursuant to a resolution adopted by the City Council on April 5, 2022 (the “Resolution”), for the purpose of providing money to finance the construction of various public improvement projects within the City, pursuant to and in full conformity with the Constitution and laws of the State of Minnesota, including Minnesota Statutes, Chapters 429 and 475, and the principal hereof and interest hereon are payable from special assessments levied against property specially benefited by local improvements and from ad valorem taxes, as set forth in the Resolution to which reference is made for a full statement of rights and powers thereby conferred. The full faith and credit of the City are irrevocably pledged for payment of this Bond and the City Council has obligated itself to levy additional ad valorem taxes on all taxable property, in the City in the event of any deficiency in special assessments, and ad valorem taxes pledged, which taxes may be levied without limitation as to rate or amount. The Bonds of this series are issued only as fully registered Bonds in denominations of $5,000 or any integral multiple thereof of single maturities. As provided in the Resolution and subject to certain limitations set forth therein, this Bond is transferable upon the books of the City at the principal office of the Registrar, by the registered owner hereof in person or by the owner’s attorney duly authorized in writing, upon surrender hereof together with a written instrument of transfer satisfactory to the Registrar, duly executed by the registered owner or the owner’s attorney; and may also be surrendered in exchange for Bonds of other authorized denominations. Upon such transfer or exchange the City will cause a new Bond or Bonds to be issued in the name of the transferee or registered owner, of the same aggregate principal amount, bearing interest at the same rate and maturing on the same date, subject to reimbursement for any tax, fee or governmental charge required to be paid with respect to such transfer or exchange. The City and the Registrar may deem and treat the person in whose name this Bond is registered as the absolute owner hereof, whether this Bond is overdue or not, for the purpose of receiving payment and for all other purposes, and neither the City nor the Registrar will be affected by any notice to the contrary. IT IS HEREBY CERTIFIED, RECITED, COVENANTED AND AGREED that all acts, conditions and things required by the Constitution, and laws of the State of Minnesota, to be done, to exist, to happen and to be performed preliminary to and in the issuance of this Bond in order to make it a valid and binding general obligation of the City in accordance with its terms, have been done, do exist, have happened and have been performed as so required, and that the issuance of this Bond does not cause the indebtedness of the City to exceed any constitutional or statutory limitation of indebtedness. B-3 GL135-36-780703.v1 This Bond is not valid or obligatory for any purpose or entitled to any security or benefit under the Resolution until the Certificate of Authentication hereon has been executed by the Registrar by manual signature of one of its authorized representatives. IN WITNESS WHEREOF, the City of Golden Valley, Hennepin County, Minnesota, by its City Council, has caused this Bond to be executed on its behalf by the facsimile or manual signatures of the Mayor and City Clerk and has caused this Bond to be dated as of the date set forth below. Dated: APRIL 5, 2022 CITY OF GOLDEN VALLEY, MINNESOTA Theresa J. Schyma, City Clerk Shepard M. Harris, Mayor CERTIFICATE OF AUTHENTICATION This is one of the Bonds delivered pursuant to the Resolution mentioned within. U.S. BANK TRUST COMPANY, NATIONAL ASSOCIATION By Its Authorized Representative _________________________________ The following abbreviations, when used in the inscription on the face of this Bond, will be construed as though they were written out in full according to applicable laws or regulations: TEN COM -- as tenants UNIF GIFT MIN ACT _________ Custodian _________ in common (Cust) (Minor) TEN ENT -- as tenants under Uniform Gifts or by entireties Transfers to Minors JT TEN -- as joint tenants with right of survivorship and Act . . . . . . . . . . . . not as tenants in common (State) B-4 GL135-36-780703.v1 Additional abbreviations may also be used though not in the above list. ________________________________________ ASSIGNMENT For value received, the undersigned hereby sells, assigns and transfers unto ________________________________________ the within Bond and all rights thereunder, and does hereby irrevocably constitute and appoint _________________________ attorney to transfer the said Bond on the books kept for registration of the within Bond, with full power of substitution in the premises. Dated: Notice: The assignor’s signature to this assignment must correspond with the name as it appears upon the face of the within Bond in every particular, without alteration or any change whatever. Signature Guaranteed: NOTICE: Signature(s) must be guaranteed by a financial institution that is a member of the Securities Transfer Agent Medallion Program (“STAMP”), the Stock Exchange Medallion Program (“SEMP”), the New York Stock Exchange, Inc. Medallion Signatures Program (“MSP”) or other such “signature guarantee program” as may be determined by the Registrar in addition to, or in substitution for, STAMP, SEMP or MSP, all in accordance with the Securities Exchange Act of 1934, as amended. The Registrar will not effect transfer of this Bond unless the information concerning the assignee requested below is provided. Name and Address: (Include information for all joint owners if this Bond is held by joint account.) Please insert social security or other identifying number of assignee B-5 GL135-36-780703.v1 PROVISIONS AS TO REGISTRATION The ownership of the principal of and interest on the within Bond has been registered on the books of the Registrar in the name of the person last noted below. Date of Registration Registered Owner Signature of Registrar ______________, 2022 Cede & Co. Federal ID #13-2555119 _____________________ C-1 GL135-36-780703.v1 EXHIBIT C Tax Levy GL135-36-780703.v1 STATE OF MINNESOTA COUNTY AUDITOR’S CERTIFICATE AS TO COUNTY OF HENNEPIN TAX LEVY AND REGISTRATION I, the undersigned County Auditor of Hennepin County, Minnesota, hereby certify that a certified copy of a resolution adopted by the City Council of the City of Golden Valley, Minnesota, on April 5, 2022, levying taxes for the payment of the $4,150,000 General Obligation Improvement Bonds, Series 2022A of said municipality, dated May 5, 2022, has been filed in my office and said bonds have been registered on the register of obligations in my office and that such tax has been levied as required by law. WITNESS My hand and official seal this _____ day of _________________, 2022. County Auditor Hennepin County, Minnesota Deputy REVIEW OF COUNCIL CALENDAR Event Event Time Location APRIL Saturday, April 9 Seven Dreams Education Foundation “Bird Bash”5:00 PM Hybrid - Marriott Northwest 7025 Northland Drive N, Brooklyn Park Tuesday, April 12 Special City Council Meeting (Commissioner Interviews) (Tentative)5:00 PM - 6:15 PM Hybrid - Council Chambers Council Work Session 6:30 PM Hybrid - Council Chambers Tuesday, April 19 Special City Council Meeting (Commissioner Interviews) (Tentative)5:00 PM - 6:15 PM Hybrid - Council Chambers City Council Meeting 6:30 PM Hybrid - Council Chambers Saturday, April 23 Run the Valley 7:45 AM Brookview Thursday, April 28 Golden Valley Business Council Meeting 8:30 AM - 9:30 AM Hybrid Brookview - Valley View Room Board/Commission Recognition Dinner 5:30 PM Brookview MAY Tuesday, May 3 City Council Meeting 6:30 PM Hybrid - Council Chambers Tuesday, May 10 HRA Work Session 6:30 PM Hybrid - Council Chambers Council Work Session 6:30 PM Hybrid - Council Chambers Tuesday, May 17 City Council Meeting 6:30 PM Hybrid - Council Chambers Thursday, May 19 Building An Equitable Golden Valley Quarterly Conversation: Environmental Justice 6:00 PM - 7:15 PM Virtual Event Thursday, May 26 Golden Valley Business Council Meeting 8:30 AM - 9:30 AM Hybrid Brookview - Valley View Room Monday, May 30 City Offices Closed for Observance of Memorial Day