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12-19-23 City Council Agenda December 19, 2023 — 6:30 PM Council Chambers Hybrid Meeting 1.Call to Order 1A.Pledge of Allegiance and Land Acknowledgement 1B.Roll Call 1C.Presentation of Bill Hobbs Human Rights Award Winner 2.Additions and Corrections to Agenda 3.Consent Agenda Approval of Consent Agenda - All items listed under this heading are considered to be routine by the City Council and will be enacted by one motion. There will be no discussion of these items unless a Council Member so requests in which event the item will be removed from the general order of business and considered in its normal sequence on the agenda. 3A.Approval of City Council Minutes: 3A.1.Minutes of the Regular City Council Meeting of November 8, 2023 3A.2.Minutes of the Regular City Council Meeting of December 5, 2023 3B.Approval of City Check Registers 3C.Licenses: 3C.1.Approve Temporary On-Sale Liquor License - The Loppet Foundation 3C.2.Receive and File - Gambling License Exemption and Waiver of Notice Requirement - Sons of the American Legion Post 523 - Events on February 9 and March 22 3C.3.Receive and File - Gambling License Exemption and Waiver of Notice Requirement - Carondelet Catholic School CITY COUNCIL REGULAR MEETING AGENDA City Council meetings are being conducted in a hybrid format with in-person and remote options for attending, participating, and commenting. The public can make statements in this meeting during public comment sections, including the public forum beginning at 6:20 pm. Remote Attendance/Comment Options: Members of the public may attend this meeting by watching on cable channel 16, streaming on CCXmedia.org, streaming via Webex, or by calling 1-415-655-0001 and entering access code 2455 604 9229 and webinar password 1234. 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 2455 604 9229 and webinar password 1234. Press *3 to raise your hand during public comment sections. City of Golden Valley City Council Regular Meeting December 19, 2023 — 6:30 PM 1 3C.4.Approve 2024 Cigarette/Tobacco License Renewals 3C.5.Approve 2024 Therapeutic Massage Facility License Renewals 3C.6.Approve Transfer of On-Sale Intoxicating Liquor License - JJ's Clubhouse 3C.7.Approve New Motor Vehicle Dealer License - Tesla, Inc. 3D.Boards, Commissions, and Task Forces: 3D.1.Accept Resignation from the Police Employment, Accountability, and Community Engagement Commission 3E.Bids, Quotes, and Contracts: 3E.1.Approve Purchase of a 2024 Ford F-150 Pickup from Boyer Ford Trucks, Inc. 3E.2.Approve Contract for Replacement of City Hall Roof Top Unit and Ductwork with JPMI Construction Co. 3E.3.Approve Change Order #1 for Douglas Drive and TH 55 Pedestrian Underpass and Mini- roundabout Project #20-15 3E.4.Approve Change Order #3 for SEA School-Wildwood Park Flood Storage Project #20-27 3E.5.Approve Sentencing to Service Program Services Agreement with Hennepin County 3E.6.Approve Professional Services Agreement with Ehlers Companies for Municipal Financial Advisory Services 3F.Grants and Donations: 3F.1.Adopt Resolution No. 23-106 to Accept 2023 Hennepin County Planning Grant Award 3F.2.Adopt Resolution No. 23-107, Accepting Donations of Ongoing Donations 3G.Approve 2024 City Calendar and Meeting Dates 3H.Adopt Resolution No. 23-108 Approving Compensation and Classification Tables 3I.Approve Resolution No. 23-109 Suspending THC Licensing Requirements in City Code, Section XIX 3J.Receive the City of Golden Valley Strategic Communications Plan Promoting Public Safety 3K.Authorize Filing Extension for Fretham 30th Addition Final Plat 4.Public Hearing 4A.Public Hearing on Proposed Improvements for the 2024 Pavement Management Program, Project #24-01, Resolution No. 23-110 4B.Public Hearing and Consideration of Resolution No. 23-111 and Ordinance No. 775 for Future Land Use and Zoning Map Amendments at 604 Lilac Drive N 4C.Public Hearing and Consideration of: •Resolution No. 23-112 amending the Future Land Use map for 4100 Golden Valley Road •Ordinance No. 776 amending the Zoning map for 4100 Golden Valley Road •Approval of a Preliminary Plan for Lot Consolidation of 4000 and 4100 Golden Valley Road 5.Old Business 6.New Business All Ordinances listed under this heading are eligible for public input. 6A.Second Consideration of Ordinance No. 774 - Local Sales and Use Tax Regulations and Adopt Resolution No. 23-113 Authorizing Summary Publication of the Ordinance 6B.Review of Council Calendar 6C.Mayor and Council Communications 1.Other Committee/Meeting updates City of Golden Valley City Council Regular Meeting December 19, 2023 — 6:30 PM 2 7.Adjournment City of Golden Valley City Council Regular Meeting December 19, 2023 — 6:30 PM 3 EXECUTIVE SUMMARY Human Resources 763-512-2345 / 763-512-2344 (fax) Golden Valley City Council Meeting December 19, 2023 Agenda Item 1C. Presentation of Bill Hobbs Human Rights Award Winner Prepared By Seth Kaempfer, Equity and Inclusion Manager Summary The City established a human rights award in 1999, named for William Hobbs, who received the first award for his 30 years of service on the Human Rights Commission. After receiving his award Hobbs shared that all efforts to make lasting change involve city government, schools, businesses, and congregations. " We should continue to work together to succeed with those things that serve us best and leave alone those things that tend to divide us." Criteria considered: Nominees must live, work, or conduct business in Golden Valley during the nomination year. Nominee activities proposed for recognition should have a positive impact or clearly improved understanding or cooperation in the areas of race, color, religion, gender, national origin, disability, age, sexual orientation, or familial status. Nominee services must be either voluntary or above and beyond a paid employee' s usual job responsibilities. Members of the Golden Valley Diversity, Equity, and Inclusion Commission are not eligible for the award while serving on the commission, It is with great pleasure to announce that recipient of the Diversity, Equity, and Inclusion Commission's Bill Hobbs Human Rights Award is Michelle Christensen. Award Recipient Michell Christensen As the founder and leader of One Good Deed, Michelle and her organization exemplify the various aspects of this award. Each initiative, whether that is assisting with volunteers for Run the Valley, organizing card giving during Thanksgiving, collect school supplies and backpacks for low-income homes, or organizing for a Women's Day Celebration, seeks to bolster and strengthen the community. Furthermore, Michelle's strategy, dedication, relationship building, humanity, and perseverance in the name of goodwill shown through in the nominations this year. 4 Financial or Budget Considerations NA Legal Considerations This item does not require legal review. Equity Considerations Recognizing community members that are making an impact in Golden Valley helps the City address the second pillar of the City's Equity Plan - inclusive and effective community engagement. Recommended Action Present the 2023 Bill Hobbs Human Rights Award to Michelle Christensen. 5 November 8, 2023 —6:30 PM Council Chambers Hybrid Meeting CITY COUNCIL 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 were able to make statements in this meeting during public comment sections, including the public forum which began at 6:20 pm. 1.Call to Order Mayor Harris called the meeting to order at 6:30 pm. 1A. Pledge of Allegiance and Land Acknowledgement Retired Army Captain John Marshall led the audience in the Pledge of Allegiance and Mayor Harris read the City’s Land Acknowledgement statement. 1B. Roll Call Present:Mayor Shep Harris, Council Members Sophia Ginis, Maurice Harris, Denise La Mere- Anderson, and Gillian Rosenquist Staff present: City Manager Cruikshank, City Attorney Cisneros, Police Chief Green, Finance Director Virnig, Equity and Inclusion Manager Kaempfer, Housing and Economic Development Manager Shoquist, Water and Natural Resources Specialist Chirpich, and City Clerk Schyma 1C. Minnesota Department of Veteran's Affairs Stable Housing Initiatives Presentation Housing and Economic Development Manager Shoquist discussed the report including the Stable Housing Initiatives Team’s mission and goals for 2024, HOMES for Veterans Program, and the number of veterans currently experiencing homelessness in Golden Valley’s continuum of care. 1D. Proclamation Reaffirming the City of Golden Valley's Commitment to Beyond the Yellow Ribbon City Manager Cruikshank discussed the staff report including history of the Beyond the Yellow Ribbon (BTYR) program, our relationship with BTYR, and the proclamation reaffirming the City’s commitment. Retired Army Captain John Marshall talked about BTYR and provided additional examples of how the Council and City can help further support veterans and the mission of BTYR. 6 Motion by M. Harris, Second by Ginis to support a proclamation reaffirming the City of Golden Valley's commitment to Beyond the Yellow Ribbon. Motion carried 5-0. 1E. Proclamation Honoring November 1 - 30, 2023 as Indigenous Peoples Heritage Month Equity and Inclusion Manager Kaempfer discussed the staff report. Motion by Ginis, Second by M. Harri to support a proclamation honoring the month of November as Indigenous Peoples Heritage Month. Motion carried 5-0. 2.Additions and Corrections to Agenda Motion by La Mere-Anderson, Second by Ginis to approve the agenda as submitted. Motion carried 5-0. 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. Motion by M. Harris, Second by La Mere-Anderson to approve the Consent Agenda as revised: removal of Item #3D. 1. Approve School Resource Officer Agreement with Independent School District #281. Motion carried 5-0. 3A. Approval of City Council Minutes: 3A.1. Minutes of the Regular City Council Meeting of October 17, 2023 3B. Approval of City Check Registers 3C. Licenses: 3C.1. Receive and File - Gambling License Exemption and Waiver of Notice Requirement - American Legion Ladies Auxiliary Post 523 3D. Bids, Quotes, and Contracts: 3D.1.Approve School Resource Officer Agreement with Independent School District #281 3D.2.Approve Amendment to Law Enforcement Services Agreement between Hennepin County Sherriff's Office and the City of Golden Valley 3E.Grants and Donations: 3E.1. Resolution No. 23-094 to Apply for MnDNR Flood Hazard Mitigation Grant Assistance Program for DeCola Ponds Flood Risk Reduction Project--Isaacson Park-Industrial Area Flood Storage & Pond Diversion. 3.Items Removed From the Consent Agenda: 7 3D.1. Approve School Resource Officer Agreement with Independent School District #281 Police Chief Green discussed the agreement development process including the defining the role of a school resource officer (SRO), partnership with the school district, and potential timeline for providing an SRO at Sandburg Middle School. Council Member Ginis stated her support for Police Chief Green, Assistant Police Chief Perez, and Assistant Police Chief White to be able to manage a successful SRO program and partner with the school district. City Attorney Cisneros stated that this contract is very thorough in defining roles, responsibilities, and relationships. She added that this SRO agreement is very different from previous agreements with the school district and also varies greatly from any agreement the school district has with other cities. This new approach and agreement can hopefully be looked at as a template for other entities moving forward especially since discussing the topic of having an SRO in schools is sometimes difficult but ultimately the outcome of this program and the safety of students is vitally important. Motion by Rosenquist, Second by M. Harris to approve Agreement with Independent School District #281 for School Resource Officer Services. Motion carried 5-0. 4.Public Hearing 5.Old Business 6.New Business All Ordinances listed under this heading were eligible for public input. 6A. First Reading of Updates to Animals Ordinance No. 771 (Bees) and No. 772 (Goat Grazing) Water and Natural Resources Specialist Chirpich discussed the staff report, research, community input, and recommendations regarding beekeeping and goat grazing. Dawn Hill, Chair of the Environmental Commission, spoke about the process, community input, discussion, inconclusive science about the benefits of urban beekeeping, and lack of formal recommendation from the commission regarding beekeeping. Mayor Harris opened the item for public comment. As there were no comments, the public comment session was closed. Council Member Ginis stated that currently she is not in favor of enacting a beekeeping ordinance as she believes more time is needed due to the inconclusive science about the potential benefits and harms of urban beekeeping. She added that if the Council were to allow beekeeping in the City she would encourage a limit to the number of hives. She supports urban agriculture very strongly but would like the ordinance placed on hold until the science is more conclusive so that it can go back to the Environmental Commission for review and recommendation. 8 Council Members Harris, Rosenquist, and La Mere-Anderson agreed with the comments and concerns of Council Member Ginis. Motion by Ginis, Second by M. Harris to refer Ordinance No. 771, amending Chapter 6 of the Golden Valley City Code to include keeping of bees, back to the Environmental Commission to be placed on hold until more conclusive science is available for the commission to review and provide Council with a definitive recommendation. Motion carried 5-0. The Council did not entertain a motion to adopt first reading of Ordinance No. 771 amending Chapter 6 of the Golden Valley City Code to include keeping of bees. Motion by La Mere-Anderson, Second by M. Harris to adopt first reading of Ordinance No. 772 amending Chapter 6 of the Golden Valley City Code to include temporary goat grazing. Motion carried 5-0 with unanimous approval.(In Favor: S. Harris, Ginis, M. Harris, La Mere- Anderson, Rosenquist. Opposed: N/A) 6B. First Consideration of Ordinance No. 773, Establishing a 2024 Master Fee Schedule Finance Director Virnig discussed the staff report including the need to remove the proposed fee associated with beekeeping due to the Council’s direction provided as part of Item #6A. Council Member Ginis provided a recommendation to staff to research another fee option, possibly membership fees, for the Backyard since the only option now is to pay “per visit.” Mayor Harris opened the item for public comment. As there were no comments, the public comment session was closed. Motion by M. Harris, Second by La Mere-Anderson to adopt first consideration of Ordinance No. 773, establishing a 2024 Master Fee Schedule as amended. Motion carried 5-0 with unanimous approval.(In Favor: S. Harris, Ginis, M. Harris, La Mere- Anderson, Rosenquist. Opposed: N/A) 6C. Review of Council Calendar Mayor Harris reviewed upcoming city meetings, events, and holiday closures. 6D. Mayor and Council Communications 1. Other Committee/Meeting updates The Council thanked staff and election judges for their work at the November 7, 2023 Municipal Election. At the polls, Golden Valley voters approved three ballot questions authorizing the City to impose a local sales and use tax of 1.25 percent to pay for projects to modernize its core service operations. 9 7.Adjournment The meeting was adjourned by unanimous consent at 8:19 pm. ________________________________ ATTEST: Shepard M. Harris, Mayor ________________________________ Theresa J. Schyma, City Clerk 10 December 5, 2023 —6:30 PM Council Chambers Hybrid Meeting CITY COUNCIL 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 6:49 pm. 1A.Pledge of Allegiance and Land Acknowledgement Mayor Harris led the audience in the Pledge of Allegiance and read the City’s Land Acknowledgement statement. 1B.Roll Call Present:Mayor Shep Harris, Council Members Sophia Ginis, Maurice Harris, Denise La Mere- Anderson, and Gillian Rosenquist Staff present:City Manager Cruikshank, City Attorney Cisneros, Finance Director Virnig, Community Development Director Flores, Recreation Supervisor Erickson, Planner Campbell, and City Clerk Schyma 1C. Approve Temporary Community Services Commission and 2024 Fund Allocation, Resolution No. 23-099 Recreation Supervisor Erickson, staff liaison to the Community Services Commission,introduced commission members Lisa Roden and Matt Olson to present the fund allocation report including, the review and recommendation process. Council Member La Mere-Anderson recommended that staff reach out to the Golden Valley Community Foundation to see if they can help the organizations that aren’t receiving funds this year. The Council discussed how to help fund the requests that were not approved. Motion by La Mere-Anderson, Second by Rosenquist to receive and file the 2024 allocation recommendation and adopt Resolution No. 23-099 approving temporary Community Services Commission and 2024 fund allocation. 11 Motion carried 5-0 with unanimous approval.(In Favor: S. Harris, Ginis, M. Harris, La Mere- Anderson, Rosenquist. Opposed: N/A) 2.Additions and Corrections to Agenda Motion by M. Harris, Second by Rosenquist to approve the agenda as submitted. Motion carried 5-0. 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. Motion by Rosenquist, Second by Ginis to approve the Consent Agenda as revised: removal of Item #3C.1. Adopt Resolution No. 23-100 to Approve Participation in the Metropolitan Council Environmental Services (MCES) 2024 Private Property Inflow and Infiltration (I/I) Grant Program. Motion carried 5-0. 3A. Approval of City Council Minutes: 3A.1. Minutes of the Regular City Council Meeting of November 21, 2023 3B. Approval of City Check Registers 3C.Grants and Donations: 3C.1. Adopt Resolution No. 23-100 to Approve Participation in the Metropolitan Council Environmental Services (MCES) 2024 Private Property Inflow and Infiltration (I/I) Grant Program 3C.2. Approve Grant Agreement with Metropolitan Council Environmental Services (MCES) for Publicly Owned Infrastructure Inflow & Infiltration (I&I) Grant Program 3C.3. 2023 Annual Grant Funding Update 3D. Adopt Resolution No. 23-101 Granting City Council Consent for Housing and Redevelopment Authority (HRA) Levy Payable in 2024 3E.Adopt Resolution No. 23-102 - 2024-2033 Capital Improvement Program 3F.Approve Resolution No. 23-103 Adopting the 2024-2025 Budget for Enterprise, Special Revenue and Internal Service Funds 3.Items Removed From the Consent Agenda: 3C.1. Adopt Resolution No. 23-100 to Approve Participation in the Metropolitan Council Environmental Services (MCES) 2024 Private Property Inflow and Infiltration (I/I) Grant Program Council Member Harris wanted to highlight this program and asked staff to advertise the program to help inform and educate residents. 12 Council Member Ginis added that, since this item was pulled from the Consent Agenda, she wanted to state that while she is employed by the Metropolitan Council, she works for Metro Transit which is a different division and has no influence on any MCES programs and receives no benefit from any Council action taken at this meeting. Mayor Harris asked the Council to potentially add this to the legislative priorities for next year to advocate for additional funding. Motion by M. Harris, Second by Rosenquist to Adopt Resolution No. 23-100 to Approve Participation in the Metropolitan Council Environmental Services (MCES) 2024 Private Property Inflow and Infiltration (I/I) Grant Program. Motion carried 5-0 with unanimous approval.(In Favor: S. Harris, Ginis, M. Harris, La Mere- Anderson, Rosenquist. Opposed: N/A) 4.Public Hearing 5.Old Business 6.New Business All Ordinances listed under this heading were eligible for public input. 6A. Public Input on Adopting Resolution No. 23-104 to Adopt the Final 2024 of the General Fund Budget and Resolution No. 23-105 Adopting the Property Tax Levies For Taxes Payable in 2024 Finance Director Virnig discussed the staff report, budget, and tax levy. Mayor Harris opened the item for public comment. Bill Feist, owner of the Minnoco gas station at 1875 North Lilac Drive, stated that he appreciated the information at the meeting tonight. He added that people are hurting financially right now and wishes the State would spend money on the people who need it. Mr. Nelson, homeowner in Golden Valley, stated he supports the budget but wanted to speak during the meeting to ask the Council to lower the flags to half-mast on January 6. Mayor Harris closed the item for public comment. Council Member Harris stated his support for the budget. He also thanked residents for their input and feedback throughout the year. Council Member Ginis acknowledged how middle-class incomes and seniors have been financially impacted over the past five years. She stated that the budget threads the needle quite eloquently this year between infrastructure, services, and future planning. Council Member La Mere-Anderson added that this year’s budget takes a very responsible approach to providing the services that residents both want and need. 13 Council Member Rosenquist highlighted the City’s lack of State support regarding fiscal disparities and Local Government Aid (LGA) and how that ultimately impacts the budget. She encouraged residents to contact their state representatives to help advocate for changes to the fiscal disparities and LGA formulas. Motion by M. Harris, Second by La Mere-Anderson to approve Resolution No. 23-104 adopting the 2024 budget of the General Fund. Motion carried 5-0 with unanimous approval.(In Favor: S. Harris, Ginis, M. Harris, La Mere- Anderson, Rosenquist. Opposed: N/A) Motion by Rosenquist, Second by Ginis to approve Resolution No. 23-105 adopting the property tax levies for taxes payable 2024. Motion carried 5-0 with unanimous approval.(In Favor: S. Harris, Ginis, M. Harris, La Mere- Anderson, Rosenquist. Opposed: N/A) 6B. First Consideration of Ordinance No. 774 - Local Sales and Use Tax Regulations City Clerk Schyma briefly discussed the staff report and the need for the ordinance after Golden Valley voters approved three ballot questions authorizing the City to impose a local sales and use tax to pay for projects to modernize its core service operations. Mayor Harris opened the item for public comment. As there were no comments, the public comment session was closed. Motion by Rosenquist, Second by M. Harris to approve first consideration of Ordinance No. 774 for local sales and use tax regulations. Motion carried 5-0 with unanimous approval.(In Favor: S. Harris, Ginis, M. Harris, La Mere- Anderson, Rosenquist. Opposed: N/A) 6C. Review of Council Calendar Mayor Harris reviewed upcoming city meetings, events, and holiday closures. 6D. Mayor and Council Communications 1. Other Committee/Meeting updates 7.Adjournment The meeting was adjourned by unanimous consent at 8:29 pm. ________________________________ ATTEST: Shepard M. Harris, Mayor ________________________________ Theresa J. Schyma, City Clerk 14 EXECUTIVE SUMMARY Administrative Services 763-512-2345 / 763-512-2344 (fax) Golden Valley City Council Meeting December 19, 2023 Agenda Item 3B. Approval of City Check Registers Prepared By Jennifer Hoffman, Accounting Supervisor Summary Approval of the check register for various vendor claims against the City of Golden Valley. Document is located on city website at the following location: http://weblink-int/WebLink/browse.aspx?id=1000913&dbid=0&repo=GoldenValley The check register(s) for approval: 12-06-2023 Check Register 12-13-2023 Check Register Financial or Budget Considerations The check register is attached with the financing sources at the front of the document. Each check has a program code(s) where it was charged. Legal Considerations Not Applicable Equity Considerations Not Applicable Recommended Action Motion to authorize the payment of the bills as submitted. 15 EXECUTIVE SUMMARY City Administration 763-512-2345 / 763-512-2344 (fax) Golden Valley City Council Meeting December 19, 2023 Agenda Item 3C.1. Approve Temporary On-Sale Liquor License - The Loppet Foundation Prepared By Theresa Schyma, City Clerk Summary The Loppet Foundation has applied for a temporary on-sale liquor license for the 2024 Loppet Cup event at 1221 Theodore Wirth Parkway from Saturday, February 17 through Monday, February 19, 2024. Golden Valley City Code does allow temporary on-sale liquor licenses to be issued to a club or charitable, religious, or other nonprofit organization with Council approval. A certificate of liability insurance naming the City as an additional insured is also required and has been provided by the applicant. Financial or Budget Considerations Fees received for temporary liquor licenses help to defray costs the City incurs to administer license requirements. Legal Considerations This item does not require legal review. Equity Considerations This item does not require equity review. Recommended Action Motion to approve a temporary on-sale liquor license for The Loppet Foundation, 1221 Theodore Wirth Parkway, for the 2024 Loppet Cup event from Saturday, February 17 through Monday, February 19, 2024. 16 EXECUTIVE SUMMARY City Administration 763-512-2345 / 763-512-2344 (fax) Golden Valley City Council Meeting December 19, 2023 Agenda Item 3C.2. Receive and File - Gambling License Exemption and Waiver of Notice Requirement - Sons of the American Legion Post 523 - Events on February 9 and March 22 Prepared By Theresa Schyma, City Clerk Summary The Sons of the American Legion Post 523 have applied for two Gambling License Exemptions to conduct gambling (bingo and raffle) for events at the Chester Bird American Legion Post 523, 200 Lilac Drive North, on February 9 and March 22, 2024. As per State Statute organizations that conduct gambling within the City limits have to submit an application for a lawful gambling permit to the State after the permit has been approved or denied by the City. Depending upon the timing of the permit the applicants may request the City to waive the 30-day waiting period. Legal Considerations This item does not require legal review. Equity Considerations Approving lawful gambling exemptions gives nonprofit organizations the opportunity to create relationships within the community and make connections that can help provide unbiased programs and services to those in need. Recommended Action Motion to receive and file the gambling license exemption and approve the waiver of notice requirement for the Sons of the American Legion Post 523 to conduct gambling (bingo and raffle) for events at the Chester Bird American Legion Post 523, 200 Lilac Drive North, on February 9 and March 22, 2024. 17 EXECUTIVE SUMMARY City Administration 763-512-2345 / 763-512-2344 (fax) Golden Valley City Council Meeting December 19, 2023 Agenda Item 3C.3. Receive and File - Gambling License Exemption and Waiver of Notice Requirement - Carondelet Catholic School Prepared By Theresa Schyma, City Clerk Summary Carondelet Catholic School, a non-profit organization, has applied for a Gambling License Exemption to conduct gambling (raffle) for a fundraising event at the Metropolitan Club and Ballroom, 5418 Wayzata Boulevard, on February 3, 2024. As per State Statute organizations that conduct gambling within the City limits have to submit an application for a lawful gambling permit to the State after the permit has been approved or denied by the City. Depending upon the timing of the permit the applicants may request the City to waive the 30-day waiting period. Legal Considerations This item does not require legal review. Equity Considerations Approving lawful gambling exemptions gives nonprofit organizations the opportunity to create relationships within the community and make connections that can help provide unbiased programs and services to those in need. Recommended Action Motion to receive and file the gambling license exemption and approve the waiver of notice requirement for Carondelet Catholic School to conduct gambling (raffle) for a fundraising event at the Metropolitan Club and Ballroom, 5418 Wayzata Boulevard, on February 3, 2024. 18 EXECUTIVE SUMMARY City Administration 763-512-2345 / 763-512-2344 (fax) Golden Valley City Council Meeting December 19, 2023 Agenda Item 3C.4. Approve 2024 Cigarette/Tobacco License Renewals Prepared By Theresa Schyma, City Clerk Summary The following establishments have are due for renewal of their Cigarette/Tobacco license for the 2024 license term. The applicants listed below have met City Code requirements for the renewal of their licenses and staff is recommending approval contingent upon receipt their completed documentation and payment. Amstar Gas Station, 9405 Medicine Lake Road Down in the Valley, Inc., 8020 Olson Memorial Highway Feist Automotive Group, 1875 Lilac Drive North Golden Valley Country Club, 7001 Golden Valley Road Golden Valley Holiday Store #3520, 600 Boone Avenue North Golden Valley Liquor Barrel, 7890 Olson Memorial Highway Holiday Stationstores, Inc., 7925 Wayzata Boulevard Schuller’s Tavern, 7345 Country Club Drive Speedway #4443, 1930 Douglas Drive Speedway #4497, 6955 Market Street Financial or Budget Considerations Fees received for tobacco license renewals are budgeted, and defray costs the City incurs to administer and enforce tobacco license regulations and requirements. No licenses are issued until full payment is received. Legal Considerations This item does not require legal review. Equity Considerations This item does not require equity review. Recommended Action Motion to approve the renewal of the Cigarette/Tobacco licenses for the applicants above from January 1, 2024, through December 31, 2024. 19 EXECUTIVE SUMMARY City Administration 763-512-2345 / 763-512-2344 (fax) Golden Valley City Council Meeting December 19, 2023 Agenda Item 3C.5. Approve 2024 Therapeutic Massage Facility License Renewals Prepared By Theresa Schyma, City Clerk Summary The following establishments have are due for renewal of their Therapeutic Massage Facility license for the 2024 license term. The applicants listed below have met City Code requirements for the renewal of their licenses and staff is recommending approval of the following license renewals contingent upon receipt their completed documentation and payment. Artistic Urges Hair Consultants, 1405 Lilac Drive N, Suite 114 Deep Massage Therapy, 6480 Wayzata Boulevard Massage Envy, 7704 Olson Memorial Highway Pucon Massage, 810 Lilac Drive N, Suite 104 Refined Health & Wellness, 810 Lilac Drive N, Suite 203 Two Little Hands, 8441 Wayzata Boulevard, Suite 135 Financial or Budget Considerations Fees received for massage establishment license renewals are budgeted, and defray costs the City incurs to administer and enforce license regulations and requirements. No licenses are issued until full payment is received. Legal Considerations This item does not require legal review. Equity Considerations This item does not require equity review. Recommended Action Motion to approve the renewal of the Therapeutic Massage Facility licenses for the applicants above from January 1, 2024, through December 31, 2024. 20 EXECUTIVE SUMMARY City Administration 763-512-2345 / 763-512-2344 (fax) Golden Valley City Council Meeting December 19, 2023 Agenda Item 3C.6. Approve Transfer of On-Sale Intoxicating Liquor License - JJ's Clubhouse Prepared By Theresa Schyma, City Clerk Summary JJ's Clubhouse, located at 6400 Wayzata Boulevard, was owned and operated by Michael "JJ" James Jennings from the 1990s up until his passing in 2019. Currently the Jennings children each own a 16.67% (1/6th) of the family business, Scoreboard, Inc., which operates additional restaurants in other cities. The family has decided to separate JJ's Clubhouse from the existing Scoreboard, Inc. so that Michael Jennings, JJ's son, can take over as the sole owner of JJ's Clubhouse. Michael Jennings has formed a new limited liability corporation, Jennings Hospitality, LLC, in order to transfer ownership of the business and its On-Sale Intoxicating Liquor License from the City of Golden Valley. The Jennings family is aiming to have the business transfer process completed by January 1, 2024. After Council approval the City Clerk will send the appropriate license documentation to the AGE for processing. The license will be effective through June 30, 2024. The Golden Valley Police Department is in the process of conducting updated background investigations. The City Clerk is recommending approval of the license pending satisfactory completion of the background investigations. Financial or Budget Considerations Fees received are budgeted and help to defray costs the City incurs to administer and process licenses. No licenses are issued until payment is received in full. Legal Considerations The City Clerk has reviewed the application, and has found the application documents are in order and complete. Equity Considerations This item does not require equity review. Recommended Action 21 Motion to approve the transfer of an On-Sale Intoxicating Liquor License for JJ's Clubhouse, located at 6400 Wayzata Boulevard, from Scoreboard, Inc. d/b/a JJ's Clubhouse to Jennings Hospitality, LLC d/b/a JJ's Clubhouse, LLC. 22 EXECUTIVE SUMMARY City Administration 763-512-2345 / 763-512-2344 (fax) Golden Valley City Council Meeting December 19, 2023 Agenda Item 3C.7. Approve New Motor Vehicle Dealer License - Tesla, Inc. Prepared By Theresa Schyma, City Clerk Summary As per City Code, some businesses are required to be licensed by the City. Tesla, Inc. has applied for a new motor vehicle dealership license from the City for their business located at 700 Ottawa Avenue North. The new dealership has received zoning approval and the City Clerk has reviewed the application, found the documents are in order, and sees no reason to deny the license. The new license will be effective through August 31, 2024. Financial or Budget Considerations Fees received are budgeted and help to defray costs the City incurs to administer and process new licenses. No licenses are issued until payment is received in full. Legal Considerations This item does not require legal review. Equity Considerations This item does not require equity review. Recommended Action Motion to approve the issuance of a motor vehicle dealer license to Tesla, Inc., 700 Ottawa Avenue North. 23 EXECUTIVE SUMMARY City Administration 763-512-2345 / 763-512-2344 (fax) Golden Valley City Council Meeting December 19, 2023 Agenda Item 3D.1. Accept Resignation from the Police Employment, Accountability, and Community Engagement Commission Prepared By Melissa Croft, Executive Assistant Summary Commissioner Roslyn Harmon has submitted their resignation from the Police Employment, Accountability, and Community Engagement Commission. Legal Considerations This item does not require legal review. Equity Considerations This item does not require equity review. Recommended Action Motion to accept the resignation of Roslyn Harmon from the Police Employment, Accountability, and Community Engagement Commission, effective December 31, 2023. 24 EXECUTIVE SUMMARY Public Works 763-512-2345 / 763-512-2344 (fax) Golden Valley City Council Meeting December 19, 2023 Agenda Item 3E.1. Approve Purchase of a 2024 Ford F-150 Pickup from Boyer Ford Trucks, Inc. Prepared By Tim Kieffer, Public Works Director Marshall Beugen, Street and Vehicle Maintenance Superintendent Summary Unit 235, a 2012 Ford F-150 Pickup used by the Engineering Department has reached its useful life cycle and is scheduled to be replaced. Staff evaluate vehicles and equipment on an annual basis to determine replacement programing. The pickup meets replacement criteria set forth in the City’s vehicle replacement policy and Vehicle Condition Index (VCI). The VCI is a tool utilized to assess all vehicles and equipment scheduled for replacement and any vehicle/equipment scoring 28 points or higher meets the category of “needs immediate consideration”. The existing pickup due for replacement scored 29 points. Staff recommends purchasing the vehicle from the state contract through the State of Minnesota’s cooperative purchasing venture (CPV). The Minnesota Materials Management Division awarded contract number 169668 through the CPV. Financial or Budget Considerations The 2024-2033 Vehicle & Equipment Capital Improvement Program (CIP) included $45,000 for the purchase of a pickup (V&E-044) in 2024. The total purchase price is $45,581.22. Additional funding will come from the sale of asset. Legal Considerations The proposed equipment will be purchased following Minn. Stat. § 471.345 Subd. 15 Cooperative purchasing. (a) Municipalities may contract for the purchase of supplies, materials, or equipment by utilizing contracts that are available through the state's cooperative purchasing venture authorized by section 16C.11. For a contract estimated to exceed $25,000, a municipality must consider the availability, price and quality of supplies, materials, or equipment available through the state's cooperative purchasing venture before purchasing through another source. Equity Considerations Certified Targeted Group/Economically Disadvantaged/Veteran-Owned small businesses receive a 12% preference from the Office of State Procurement. 25 Recommended Action Motion to approve purchase of a 2024 Ford F-150 Pickup from Boyer Ford Trucks, Inc. in the amount of $45,581.22. Supporting Documents Boyer Ford Trucks, Inc. Quote 26 11/26/23, 9:49 PM Preview Order 7156 - X3L - 4x4 XLT SuperCab- GOLDEN VALLEY about:blank 1/1 Preview Order Order Summary Time of Preview: 11/26/2023 21:49:15 Receipt: 11/27/2023 Dealership Name: Boyer Ford Trucks, Inc.F58900Sales Code : INVOICE $48077 $0 $46659 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 DESCRIPTION F150 4X4 SUPERCAB XLT - 145 145 INCH WHEELBASE TOTAL BASE VEHICLE OXFORD WHITE CLOTH 40/20/40 MEDIUM DARK SLATE EQUIPMENT GROUP 301A .XLT SERIES .18" CHROME-LIKE PVD WHEELS .EXTENDED RANGE 36GAL FUEL TANK 2.7L V6 ECOBOOST ELEC TEN-SPEED AUTO TRANS 275/65R 18 BSW ALL-TERRAIN INVOICE $0 $0 $-605 $0 $145 $0 $-1031 $-1418 $13.04 $7 $0 $0 $1995 DESCRIPTION 3.55 RATIO REGULAR AXLE 6550# GVWR PACKAGE FORD FLEET SPECIAL ADJUSTMENT FRONT LICENSE PLATE BRACKET SKID PLATES 50 STATE EMISSIONS SPECIAL DEALER ACCOUNT ADJUSTM SPECIAL FLEET ACCOUNT CREDIT FUEL CHARGE NET INVOICE FLEET OPTION (B4A) PRICED DORA ADVERTISING ASSESSMENT DESTINATION & DELIVERY INVOICE TOTAL BASE AND OPTIONS $47183.04 DISCOUNTS NA TOTAL $47183.04 ORDERING FIN: QS031 END USER FIN: QC482 Customer Signature Customer Name:Customer Email: Customer Address: Customer Phone: Date This order has not been submied to the order bank. This is not an invoice. 7156 - X3L - 4x4 XLT SuperCab: Dealer Rep.Bailey Krebsbach Customer Name GOLDEN VALLEY Type Fleet Priority Code B1 Vehicle Line F-150 Model Year 2024 Order Code 7156 Price Level 415 Base Contract Price: $45,416.22Addtnl Options: $145.00MN Transit Tax: $20.00___________________________ TOTAL: $45,581.22 27 EXECUTIVE SUMMARY Public Works 763-512-2345 / 763-512-2344 (fax) Golden Valley City Council Meeting December 19, 2023 Agenda Item 3E.2. Approve Contract for Replacement of City Hall Roof Top Unit and Ductwork with JPMI Construction Co. Prepared By Tim Kieffer, Public Works Director Al Lundstrom, Park Maintenance Superintendent Summary The roof top unit at City Hall that cools the Council Conference room has reached its useful life cycle, is currently not working, replacement parts have been discontinued, and needs to be replaced. Staff proposes to replace the existing unit with a 12.5-ton R-410a roof top unit. Additionally, earlier this summer, there were several leaks coming from this area of the roof. During extensive investigation, the leaks were traced back to the ductwork and caulking has been unsuccessful. Concurrently, air quality samples were taken. The air quality report recommended the existing insulation be cleaned and coated to reduce possible air quality issues in the future. Therefore, staff is proposing to replace the ductwork at the same time as the roof top unit to address these two concerns. Staff solicited quotes to replace the existing unit and ductwork. The results are as follows: JPMI Construction Co. $68,850.00 Uhl Company, Inc. $89,975.00 Financial or Budget Considerations Funds will come from the Buildings Capital Improvement Program fund balance since this is an unplanned repair. Legal Considerations The City Attorney has reviewed and approved the contract. Equity Considerations Staff solicited quotes from twenty-five HVAC contractors, including twenty-one Disadvantaged Business Enterprises using the Minnesota Unified Certification Program database, and three community organizations that work with Minority and Women Business Enterprises. Recommended Action 28 Motion to authorize the Mayor and City Manager to execute Contract for Replacement of City Hall Roof Top Unit and Ductwork with JPMI Construction Co. in the form approved by the City Attorney to replace the roof top unit and ductwork. Supporting Documents Contract for Replacement of City Hall Roof Top Unit and Ductwork with JPMI Construction Co. 29 1 CONTRACT FOR REPLACEMENT OF CITY HALL ROOF TOP UNIT AND DUCTWORK WITH JPMI CONSTRUCTION CO. THIS AGREEMENT is made this 19th day of December 2023 (“Effective Date”) by and between JPMI Construction Co., a heating, ventilation, and air conditioning company located at 2310 County Road D West, Suite 105, New Brighton, MN 55112 (“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 heating, ventilation, and air conditioning. B. The City desires to hire Contractor to provide heating, ventilation, and air conditioning 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. 2.Time for Completion.The Contractor shall proceed diligently and shallcomplete the Work to the satisfaction and approval of the Cityaccording 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. 30 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 materialsnot 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.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. 6.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. 7.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. 8.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’sfailure to have in force any insurance required by this Agreement. In the event of a termination, the City shall pay Contractorfor Work performed to the date of termination and for all costs or other expenses incurred prior to the date of termination. 9.Amendments.No amendments may be made to this Agreement except in a writing signed by both parties. 31 3 10.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. 11.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 this Agreementor 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. 12.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 actionsof any kind,nature, or character; damages; losses; andcosts, 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. 13.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, 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. 32 4 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. 14.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. 15.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. 16.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 inthe independent performance of the same or similar workfor 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. Contractoris 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. 17.Compliance with Laws.Contractorshall 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’sguests, 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 33 5 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. 18.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. 19.Third Party Rights.The parties to this Agreement do not intend to confer any rights under this Agreement on any third party. 20.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. 21.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. 22.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. 23.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. Contractoragrees 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. 24.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. Contractoragrees 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. 34 6 25.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 Jay Hadi, or designee who shall perform or supervise the performance of all Work. 26.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 JPMI Construction Co. 2310 County Road D West, Suite 105 New Brighton, MN 55112 jay@jpmiconstruction.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. 27.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. 28.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. 29.Payment of Subcontractors.Contractor agrees to pay all laborers employed and all subcontractors furnishing material to Contractor in the performance of this Agreement. 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; provided that nothing herein nor any variation from the amounts and timing of the installments shall be construed as impairing the right of the City or of those to whose benefit the bond herein agreed upon shall insure, to hold Contractor or surety liable on the bond for any breach of the conditions of the same nor as imposing upon the City any obligation to laborers, materialmen, contractors, or sureties to pay or to retain for their benefit any monies coming to the contractor hereunder. 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 7 30.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. 31.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. 32.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. 33.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. JPMI CONSTRUCTION CO.:CITY OF GOLDEN VALLEY: By: _________________________________ Jay Hadi, President By: _________________________________ Shepard M. Harris, Mayor By: _________________________________ Timothy J. Cruikshank, City Manager 36 EXHIBIT A SCOPE OF WORK 1.Work. The Work shall include all labor, equipment, tools, and supplies necessary to replace City Hall roof top unit. The Work shall include, but not limited to, purchase and replacement of roof top unit, ductwork, piping, fittings, support bracing, electrical work, and disposal of existing roof top unit and materials. 2.Roof Top Unit. Existing Carrier R-22 roof top unit shall be replaced with Carrier 12.5-ton R-410a roof top unit, or comparable unit. 3.Crane and Rigging. Contractor shall provide all crane and rigging for removal and installation roof top units. 4.Ductwork. Contractor shall furnish and install curb adapter, low leak economizer, and insulated supply and return ductwork from new roof top unit to roof curb. Contractor shall furnish and install additional curb adapter and insulated supply and return ductwork from exiting roof top unit to roof curb. 5.Electrical. Contractor shall disconnect and reconnect all wiring including, but not limited to, main power wiring, circuit breaker, disconnect, GPS ionization unit, smoke detector, thermostat, and building automation system. 6.Start Up. Contractor shall startup unit to verify proper operation. 7.Schedule.The Work shall be completed by May 1, 2024. 8.Location. City Hall is located at 7800 Golden Valley Road, Golden Valley, MN 55427. The Location Map herein Exhibit A identifies the location. 37 New Roof Top Unit and Ductwork Existing Roof Top Unit and New Ductwork 38 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.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. 3.Hours of Operation. Work shall occur Monday through Friday from 7:00 a.m. to 4:00 p.m. excluding holidays. 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.Risk of Loss. Contractor acknowledges that it will bear all risk of loss with regard to its performance under this Agreement, including without limitation, cost on losses caused by delays attributable to Contractor, breakdowns of trucks, equipment and the acts or omissions of Contractor’s employees. Contractor acknowledges that the City owns trucks and equipment for similar work and has employees for operating such trucks and equipment. Contractor agrees that the City may utilize its trucks, equipmentand employeesin any manner that it wishes and that the City is not obligated to order work from Contractor unless it chooses not to use its own trucks and equipment. 6.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. 7.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. 39 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, shallbe performed at the unit pricesbelow.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. Description Units Quantity Unit Price Total Replacement of City Hall Roof Top Unit and Ductwork LS 1 $68,850.00 $68,850.00 TOTAL COST FOR REPLACEMENT OF CITY HALL ROOF TOP UNIT AND DUCTWORK $68,850.00 40 EXECUTIVE SUMMARY Community Development 763-512-2345 / 763-512-2344 (fax) Golden Valley City Council Meeting December 19, 2023 Agenda Item 3E.3. Approve Change Order #1 for Douglas Drive and TH 55 Pedestrian Underpass and Mini- roundabout Project #20-15 Prepared By RJ Kakach, PE, Assistant City Engineer Jeff Oliver, PE, City Engineer Summary In May of 2023, a contract was awarded to Minger Construction Co. Inc. for the Douglas Drive and TH 55 Pedestrian Underpass and Mini-roundabout Project in the amount of $8,876,831.49. As construction began it was determined that the conduit for the box culvert lighting should be installed inside the box culvert instead of outside for maintenance and access purposes. This required a change in the original bid for the conduit material and required additional work. The additional cost for the interior conduit included in Change Order #1 is $2,575. As work on the retaining walls began, a Structure Excavation item was required on Retaining walls #1, #2 and #5. The original contract had Structure Excavation as a lump sum item. Because Retaining Walls #1, #2, and #5 were not included in that lump sum, they were added in as a cubic yard Structure Excavation quantity that was measured as the walls were constructed. The original Structure Excavation item was $600,000 and the additional change order cost associated with this retaining wall Change Order #1 is $54,897.63. The total change order amount is $57,472.63. Staff anticipates a second change order in early 2024 as the security system on the tunnel is installed and the second change order will also include some additional traffic control items. Financial or Budget Considerations Change Order #1 increases the contract price by $57,472.63 to $8,934,304.12. Adequate funds are available for Change Order #1 as the total contract price is within the overall project budget ($10,647,495.49) approved by City Council in May of 2023. The additional funding for this change order is included in the Street CIP Funds. Legal Considerations The City Attorney advised that change orders of this size require City Council approval. Equity Considerations 41 The Douglas Drive and TH 55 Pedestrian Underpass and Mini-roundabout Project satisfies Pillar 3 of the Equity Plan Pillars by providing unbiased programs and services for all. Recommended Action Motion to approve Change Order #1 with Minger Construction Co. Inc. for the Douglas Drive and TH 55 Pedestrian Underpass and Mini-roundabout Project in the amount of $57,472.63. Supporting Documents Th55_Change Order #1 42 CITY OF GOLDEN VALLEY ENGINEERING DEPARTMENT CHANGE ORDER NO. 1 MINGER CONSTRUCTION CO INC. PROJECT # 20-15 Contractor SAP# 128-594-001 620 Corporate Drive Jordan, MN 55352 To Whom It May Concern, Under your Douglas Drive and TH 55 Pedestrian Underpass and Miniroundabout City Project No. 20-15 contract dated May 2, 2023 with the City of Golden Valley, the City of Golden Valley hereby directs you to do the following: Add: Structure Excavation for Retaining walls = $54,897.63_ 1” PVC Coated Rigid Steel Conduit = $2,575.00 Grand Total C.O. 1 - = $57,472.63_ And add to the contract, in accordance with contract and specifications, the sum of $57,472.63. There will be an extension of -0- days for completion. The date of completion of contract will be the same. Amount of Original Contract Total Additions Total Deductions Updated Contract To Date $8,876,831.49 $57,472.63 -$0- $8,934,304.12 Date Approved: Contractor City of Golden Valley: By: Timothy J. Cruikshank, City Manager Shepard M. Harris, Mayor State Aid: Mike Pretel, State Aid 43 EXECUTIVE SUMMARY Community Development 763-512-2345 / 763-512-2344 (fax) Golden Valley City Council Meeting December 19, 2023 Agenda Item 3E.4. Approve Change Order #3 for SEA School-Wildwood Park Flood Storage Project #20-27 Prepared By Eric Eckman, Environmental Resources Supervisor Jeff Oliver, PE, City Engineer Summary In March 2023, the City awarded a contract to Rachel Contracting, LLC for the construction of the SEA School-Wildwood Park Flood Storage Project. The heavy construction phase took place in summer 2023 to greatly reduce any potential conflicts with SEA School staff, students, buses and operations during the school year. During construction, the City's contractor and consulting engineer discovered that there was a greater volume of debris-impacted soils than originally sampled and estimated as part of the project. Debris mostly consisted of asphalt and concrete chunks, likely from past construction and demolition projects, discarded and buried within Wildwood Park. Under the observation of the consulting engineer, the contractor followed the project specifications and properly landfilled the debris-impacted soils as they were discovered. The final quantities and potential impacts to the contract price were not known until later in the project. While the total volume of excavated soil did not change from the planned quantity, there was an increase in the amount of debris-impacted soils and an equivalent decrease in the amount of clean (non-regulated) soils, which increased the overall cost of excavation and disposal by $43,312.44, as reflected in the attached Change Order #3. Financial or Budget Considerations The first two change orders for this contract were each under $20,000 and were approved by the City Manager. The contract price following change order 2 was $1,559,616.00. Change order 3 increases the contract price by $43,312.44 (2.7%) to $1,602,928.44. Adequate funds are available for change order 3 as the total contract price is well below the engineers estimate and within the overall project budget ($3,100,000) approved by City Council on March 7, 2023. Legal Considerations The City Attorney advised that change orders of this size require City Council approval. Equity Considerations 44 The work performed under change order 3 supports the City's Equity Plan by providing unbiased programs and services for all. Acting expeditiously and efficiently to remove regulated soils ensures the health, safety and well-being of all community members, regardless of social identity. Recommended Action Motion to approve Change Order #3 with Rachel Contracting, LLC for the SEA School-Wildwood Park Flood Storage Project #20-27 in the amount of $43,312.44. Supporting Documents SEA School Food Mitigation Change Order #3 45 CITY OF GOLDEN VALLEY COMMUNITY DEVELOPMENT DEPARTMENT CHANGE ORDER NO. 3 RACHEL CONTRACTING, LLC PROJECT # 20-27 Contractor 4180 Napier Court NE St. Michael, MN 55376 To Whom It May Concern, Under the SEA SCHOOL-WILDWOOD PARK FLOOD STORAGE PROJECT contract dated March 7, 2023 with the City of Golden Valley, the City of Golden Valley hereby directs you to do the following: Adjust Contract Quantities Increase: Common Excavation, Haul, Dispose Soil (Debris-Impacted) by 1,573.23 tons at $38.50/ton Decrease: Common Excavation, Haul, Dispose Soil (Clean) by 983.3 cubic yards at $17.55/cubic yard = $ 60,569.36 = $ (17,256.92) Grand Total for Change Order No. 3: = $ 43,312.44 And add to the contract, in accordance with contract and specifications, the sum of $43,312.44 There will be an extension of -0- days for completion. Amount of Original Contract Total Additions to Date Total Deductions to Date Updated Contract to Date $1,535,607.00 $126,668.36 $59,346.92 $1,602,928.44 Date Approved: City of Golden Valley: Rachel Contracting, LLC Contractor: Timothy J. Cruikshank, City Manager Shepard M. Harris, Mayor 46 EXECUTIVE SUMMARY Public Works 763-512-2345 / 763-512-2344 (fax) Golden Valley City Council Meeting December 19, 2023 Agenda Item 3E.5. Approve Sentencing to Service Program Services Agreement with Hennepin County Prepared By Tim Kieffer, Public Works Director Al Lundstrom, Park Maintenance Superintendent Summary The Public Works Department receives requests for miscellaneous tasks including weeding, trimming, and litter cleanup that exceed the department's available resources. In response to meet these needs, the City has contracted with Hennepin County's Sentencing to Service (STS) Program since 2014. The STS crews perform a range of tasks listed below: • Weeding and mulching public landscapes • Mulching and leveling playgrounds • Nature trail maintenance • Trimming small trees and shrubs • Edging and line trimming parks • Sod and seed restoration projects • Painting picnic tables, hockey rink boards, buildings, and signs • Fall cleanup and cutting perennials • Highway 55 Lilac Project maintenance • Cleaning and landscape maintenance around Stormwater ponds • Litter picking all public grounds and highways • Buckthorn removal projects • Snow removal around pedestrian facilities Staff proposes to continue the working relationship with STS in 2024 and 2025. Under the new two- year contract, Hennepin County will continue to provide one STS crew full time (5 days a week) to Golden Valley. The primary focus of the STS crews will continue to be the tasks listed above and other environment-related efforts. Financial or Budget Considerations The total cost for the two-year contract is $208,826.80, which includes a 3% increase in 2024 and no increase in 2025. The cost is shared between the Conservation/Recycling and Storm Sewer operating budgets. Each fund has $64,470 and $54,930 budgeted, respectfully. 47 Legal Considerations The City Attorney has reviewed and approved the agreement. Equity Considerations The agreement satisfies Pillar 3 of the Equity Plan by providing unbiased programs and services. Well maintained parks, open spaces, and right of ways are essential for public health, safety, and the economic vitality of a community. Recommended Action Motion to authorize the Mayor and City Manager to execute the Sentencing to Service Program Services Agreement with Hennepin County in the form approved by the City Attorney to authorize the 2024 through 2025 Sentencing to Service Program in an amount not to exceed $208,826.80. Supporting Documents Sentencing to Service Program Services Agreement with Hennepin County 48 Contract No. A2311934 STS Form Agreement Rev 07/2021 Page 1 of 7 SENTENCING TO SERVICE PROGRAM SERVICES AGREEMENT This Agreement is between the COUNTY OF HENNEPIN, STATE OF MINNESOTA, A-2300 Government Center, 300 South Sixth Street, Minneapolis, Minnesota 55487, on behalf of the Hennepin County Department of Community Corrections and Rehabilitation, C-2300 Government Center, Minneapolis, Minnesota 55487 (“COUNTY” or “DEPARTMENT”) and CITY OF GOLDEN VALLEY, 7800 Golden Valley Road, Golden Valley, MN 55427 (“PARTNER”). WHEREAS, COUNTY operates the Sentencing to Service Program (“PROGRAM”), which offers offenders an opportunity to learn landscape maintenance and other marketable skills; and WHEREAS, PARTNER wishes to purchase the services of PROGRAM. NOW, THEREFORE, in consideration of the mutual undertakings and agreements hereinafter set forth, COUNTY and PARTNER agree as follows: 1. TERM AND COST OF THIS AGREEMENT This Agreement shall be in effect from January 1, 2024, through December 31, 2025, unless terminated earlier in accordance with the Default and Cancellation provisions of this Agreement. The total cost of this Agreement shall not exceed Two Hundred Eight Thousand Eight Hundred Twenty-Six Dollars and Eighty Cents ($208,826.80) plus applicable tax. 2. SERVICES TO BE PROVIDED COUNTY agrees to provide labor to perform the following work, in accordance with the terms of this Agreement: forestry, park, janitorial, street and utility maintenance services (“Work”) as more specifically described in Attachment A. 3. PARTNER RESPONSIBILITIES PARTNER agrees to the following: A. Obtain all necessary permits or licenses or special authority for all Work. B. Assign all Work and coordinate material purchases and delivery for projects to be performed. C. In addition to any applicable state or federal requirements, PARTNER shall comply with all then applicable COUNTY COVID-19 rules, policies, and directions, which may include requiring that PARTNER's employees and subcontractors be fully vaccinated against COVID-19 along with other related obligations. As between the parties, 49 Contract No. A2311934 STS Form Agreement Rev 07/2021 Page 2 of 7 PARTNER shall be solely responsible for the cost of complying with the foregoing, including but not limited to the cost of any vaccination, testing, validation/certification, and any additional obligations. 4. COUNTY RESPONSIBILITIES COUNTY agrees to the following with respect to Work requested: A. Provide work crew(s) in the number and on the days specified in Attachment A. B. Provide COUNTY-employed work crew leader who will be responsible for the transportation, instruction, and supervision of PROGRAM work crew. C. Provide required personal safety equipment and clothing needed for specific Work. D. Provide basic landscaping or other tools and equipment needed for specific Work. E. Train each PROGRAM work crew in necessary safety principles and techniques. F. Provide quarterly reports to PARTNER that show the number of days worked and total hours of service received. G. Assume all medical liability for PROGRAM participants. H. COUNTY, in its sole discretion, will assign PROGRAM participants of any gender, race or age capable of performing the necessary Work assignments. 5. COST AND PAYMENT FOR SERVICES A. COUNTY shall bill PARTNER for services performed including all applicable state and local sales tax as further specified in Attachment A. If PARTNER is exempt from any such tax, it shall provide a completed Certificate of Exemption to the COUNTY as specified in Attachment A. B. Payment for services performed by COUNTY shall be paid by PARTNER within thirty (30) days from the date of invoice. 6. INDEPENDENT PARTIES Nothing is intended or should be construed as creating or establishing the relationship of co- partners between the parties or as constituting either party as the agent, representative, or employee of the other party for any purpose. Each party is and shall remain an independent party for all services performed under this Agreement. Each party shall secure at its own expense all personnel required in performing services under this Agreement. Any personnel or other persons engaged in the performance of any work or services required by a party will 50 Contract No. A2311934 STS Form Agreement Rev 07/2021 Page 3 of 7 have no contractual relationship with the other party and will not be considered employees of the other party. 7. INDEMNIFICATION Except as further provided in this paragraph: (1) each party is responsible for its own errors, acts, and omissions and the results thereof to the extent authorized by law and shall not be responsible for the errors, acts, and omissions of the other party and the results thereof, and (2) each party agrees to defend, indemnify, and hold harmless the other party, its officials, officers, agents, and employees, for its own errors, acts, and omissions and the results thereof to the extent authorized by law. Notwithstanding anything to the contrary in this Section 7, neither party shall have any liability to the other for any cause under or related to this Agreement for any consequential, special, incidental, punitive, or indirect damages (including without limitation loss of profit, revenue, business opportunity, or business advantage), whether based upon a claim or action of tort, contract, warranty, negligence, strict liability, contribution, or any other legal theory or cause of action. COUNTY’s and PARTNER’s liability shall be governed by and limited in accordance with Minnesota Statutes, Chapter 466. 8. DATA PRACTICES Both parties shall abide by the provisions of the Minnesota Government Data Practices Act, Minnesota Statutes, Chapter 13 (MGDPA), and all other applicable state and federal laws, rules, regulations, and orders relating to data privacy and confidentiality. 9. SUBCONTRACTING AND ASSIGNMENTS Neither party shall assign, subcontract, transfer, or pledge this Agreement, in whole or in part, without the prior written consent of the other party. 10. MERGER AND MODIFICATION A. It is understood and agreed that the entire Agreement between the parties is contained herein and that this Agreement supersedes all oral agreements and negotiations between the parties relating to the subject matter. All items that are referenced or that are attached are incorporated and made a part of this Agreement. B. Any alterations, variations, modifications, or waivers of provisions of this Agreement shall only be valid when they have been reduced to writing as an amendment to this Agreement signed by the parties. 11. DEFAULT AND CANCELLATION A. If either party fails to perform any of the provisions of this Agreement or so fails to administer the work as to endanger the performance of this Agreement, it shall be in default. Unless the default is excused by the nondefaulting party, the nondefaulting party may upon written notice immediately cancel this Agreement in its entirety. Additionally, 51 Contract No. A2311934 STS Form Agreement Rev 07/2021 Page 4 of 7 failure of PARTNER to comply with the terms of this Agreement shall be just cause for COUNTY to immediately cease providing services under this Agreement until PARTNER resumes compliance. B. The above remedies shall be in addition to any other right or remedy available to the parties under this Agreement, law, statute, rule, and/or equity. C. Either party’s failure to insist upon strict performance of any provision or to exercise any right under this Agreement shall not be deemed a relinquishment or waiver of the same, unless consented to in writing. Such consent shall not constitute a general waiver or relinquishment throughout the entire term of this Agreement. D. This Agreement may be cancelled with or without cause by either party upon thirty (30) days written notice. 12. CONTRACT ADMINISTRATION In order to coordinate the services of PARTNER with the activities of the DEPARTMENT, so as to accomplish the purposes of this Agreement, Logan Futterer, Corrections Program Manager, Hennepin County Department of Community Corrections & Rehabilitation, Community Offender Management Division, 3000 North Second Street, Minneapolis, Minnesota 55411, Jacklynn.Oswald@hennepin.us or her successor (Contract Administrator), shall manage this Agreement on behalf of COUNTY and serve as liaison between COUNTY and PARTNER. 13. NOTICES Any notice or demand which must be given or made by a party under this Agreement or any statute or ordinance shall be in writing and shall be sent registered or certified mail. Notices to COUNTY shall be sent to the County Administrator with a copy to the originating DEPARTMENT at the address given in the opening paragraph of this Agreement. Notice to PARTNER shall be sent to the address stated in the opening paragraph of this Agreement. 14. MINNESOTA LAWS GOVERN The laws of the state of Minnesota shall govern all questions and interpretations concerning the validity and construction of this Agreement and the legal relations between the parties and their performance. The appropriate venue and jurisdiction for any litigation will be those courts located within the county of Hennepin, state of Minnesota. Litigation, however, in the federal courts involving the parties will be in the appropriate federal court within the state of Minnesota. If any provision of this Agreement is held invalid, illegal, or unenforceable, the remaining provisions will not be affected. THIS PORTION OF PAGE INTENTIONALLY LEFT BLANK 52 Contract No. A2311934 STS Form Agreement Rev 07/2021 Page 5 of 7 COUNTY BOARD AUTHORIZATION Reviewed for COUNTY by the County Attorney's Office: {{Sig_es_:signer4:signature}} {{userstamp4_es_:signer4:stamp}} Reviewed for COUNTY by: {{Sig_es_:signer5:signature}} {{userstamp5_es_:signer5:stamp}} Board Resolution No: {{*BoardResolution_es_:signer5:brs}} Document Assembled by: {{Sig_es_:signer1:signature}} {{userstamp1_es_:signer1:stamp}} {{Exh_es_:signer1:attachment:label("Attachments")}} COUNTY OF HENNEPIN STATE OF MINNESOTA By: {{Sig_es_:signer7:signature}} {{userstamp7_es_:signer7:stamp}} ATTEST: {{Sig_es_:signer8:signature}} {{userstamp8_es_:signer8:stamp}} By: {{Sig_es_:signer6:signature}} {{userstamp6_es_:signer6:stamp}} 53 Contract No. A2311934 STS Form Agreement Rev 07/2021 Page 6 of 7 PARTNER PARTNER warrants that the person who executed this Agreement is authorized to do so on behalf of PARTNER as required by applicable articles, bylaws, resolutions or ordinances.* By: {{Sig_es_:signer2:signature}} {{userstamp2_es_:signer2:stamp}} {{ ttl_es_:signer2:title}} By: {{Sig_es_:signer3:signature}} {{userstamp3_es_:signer3:stamp}} {{ ttl_es_:signer3:title}} *PARTNER represents and warrants that it has submitted to COUNTY all applicable documentation (articles, bylaws, resolutions or ordinances) that confirms the signatory's delegation of authority. Documentation is not required for a sole proprietorship. 54 Contract No. A2311934 STS Form Agreement Rev 07/2021 Page 7 of 7 ATTACHMENT A Hennepin County STS Services For City of Golden Valley January 1, 2024 – December 31, 2025 SERVICES TO BE PROVIDED: Forestry, park, street and utility maintenance, as well as janitorial services. SERVICE FREQUENCY: One (1) STS work crew, five (5) days per week for a minimum of six (6) hours per day, excluding paid breaks, for 52 weeks per year. COST PER DAY: Four Hundred One Dollars and Fifty-Nine Cents ($401.59) TOTAL COST: $208,826.80 2024: 5 days per week for 52 weeks (260 days) at $401.59 per crew day 2025: 5 days per week for 52 weeks (260 days) at $401.59 per crew day INVOICING: (Quarterly) PARTNER CONTACT INFORMATION: Tim Kieffer Public Works Director City of Golden Valley 7800 Golden Valley Road Golden Valley, MN 55427 763-593-3960 (Direct) tkieffer@goldenvalleymn.gov TAXABLE STATUS Hennepin County provides certain services that are taxable in the state of Minnesota. Appropriate sales tax will be charged for all taxable services provided. If your organization is exempt from any state or local sales tax, you must provide a completed Certificate of Exemption (Form ST3) to the COUNTY liaison identified in section 12. Please consult the Minnesota Department of Revenue Sales & Use Tax guides (available at https://www.revenue.state.mn.us/sales-and-use-tax) for information on taxability of specific services. 55 EXECUTIVE SUMMARY Administrative Services 763-512-2345 / 763-512-2344 (fax) Golden Valley City Council Meeting December 19, 2023 Agenda Item 3E.6. Approve Professional Services Agreement with Ehlers Companies for Municipal Financial Advisory Services Prepared By Sue Virnig, Finance Director Summary Local governments engage a municipal advisor (MA) to assist in the structuring and issuance of bonds and various other services that may be needed to accomplish financial needs of the city. This contract includes services such as: Meeting continuing disclosure requirements Monitoring existing debt for refunding opportunities Performing arbitrage rebate calculations Assist with financial reviews of development proposals and negotiations related to the use of public subsidy Perform tax increment financing (TIF) reports to the State Auditors Office. Interim Finance Director Services This contract is three years in term starting January 1, 2024 through December 31, 2026. Financial or Budget Considerations The cost for issuing bonds is allocated and included in the bond sale and charged to the project that the proceeds help fund. The overall contract does include the future bond sales for the construction of public safety building, land for the public works building and the construction of the public works building. Monies are also allocated for the interim finance director. Legal Considerations The contract has been reviewed. Equity Considerations Financial services contracts strives to advance the equity goals of the City by funding infrastructure, programs, and services that provide opportunities and resources for all. The process for adoption includes the ability for any member of the public to provide feedback. Recommended Action 56 Motion to approve professional services agreement with Ehlers Companies for municipal financial advisory services. Supporting Documents PROFESSIONAL SERVICES AGREEMENT FOR MUNICIPAL ADVISOR CONSULTANT.pdf City of Golden Valley-HRA Proposal - Ehlers.pdf Golden Valley Amended Cost Proposal November Amendment- Ehlers.pdf 57 1 PROFESSIONAL SERVICES AGREEMENT FOR MUNICIPAL ADVISORS CONSULTING SERVICES THIS AGREEMENT is made this December 19, 2023 (“Effective Date”) by and between Ehlers Companies a Minnesota corporation with its principal office located 3060 Centre Pointe Drive, 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. Consultant is engaged in the business of providing municipal advisor consulting services. B. The City desires to hire Contractor to provide municipal advisors consulting services. C. Contractor represents that it has the professional expertise and capabilities to provide the City with the requested services. D. The City desires to engage Contractor to provide the services described in this Agreement and Contractor is willing to provide such services on the terms and conditions in this Agreement. NOW, THEREFORE, in consideration of the terms and conditions expressed in this Agreement, the City and Contractor agree as follows: AGREEMENT 1. Services. Contractor agrees to provide the City with the services as described in the attached Exhibit A (the “Services”). Exhibit A shall be incorporated into this Agreement by reference. All Services shall be provided in a manner consistent with the level of care and skill ordinarily exercised by professionals currently providing similar services. 2. Time for Completion. The Services shall be approved for each service such as new bond sales, refinanced bond sales, and financial analysis for various City and Housing and Redevelopment (HRA) projects for the next three years or December 31, 2026, provided that the parties may extend the stated deadlines upon mutual written agreement. This Agreement shall remain in force and effect commencing from the effective date and continuing until the completion of the project, unless terminated by the City or amended pursuant to this Agreement. 3. Consideration. The City shall pay Contractor for the Services according to the terms on the attached hereto as Exhibit A. The consideration shall be for both the Services performed by Contractor and any expenses incurred by Contractor in performing the Services. Contractor shall submit statements to the City upon completion of the Services. The City shall pay Contractor within thirty (35) days after Contractor’s statements are submitted. 4. Termination. Notwithstanding any other provision hereof to the contrary, this Agreement may be terminated as follows: a. The parties, by mutual written agreement, may terminate this Agreement at any time; 58 2 b. Contractor may terminate this Agreement in the event of a breach of the Agreement by the City upon providing thirty (30) days’ written notice to the City; c. The City may terminate this Agreement at any time at its option, for any reason or no reason at all; or d. The City may terminate this Agreement immediately upon Contractor’s failure to have in force any insurance required by this Agreement. In the event of a termination, the City shall pay Contractor for Services performed to the date of termination and for all costs or other expenses incurred prior to the date of termination. 7. Amendments. No amendments may be made to this Agreement except in a writing signed by both parties. 8. Remedies. In the event of a termination of this Agreement by the City because of a breach by Contractor, the City may complete the Services either by itself or by contract with other persons or entities, or any combination thereof. These remedies provided to the City for breach of this Agreement by Consultant 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. 9. 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. 10. Indemnification. To the fullest extent permitted by law, Contractor, and Contractor’s successors or assigns, agree to protect, defend, indemnify, save, and hold harmless the City, its officers, officials, agents, volunteers, and employees from any and all claims; lawsuits; causes of actions of any kind, nature, or character; damages; losses; or costs, disbursements, and expenses of defending the same, including but not limited to attorneys’ fees, professional services, and other technical, administrative or professional assistance resulting from or arising out of Contractor’s (or its subcontractors, agents, volunteers, members, invitees, representatives, or employees) performance of the duties required by or arising from this Agreement, or caused in whole or in part by any negligent act or omission or willful misconduct by Contractor, or arising out of Contractor’s failure to obtain or maintain the insurance required by this Agreement. Nothing in this Agreement shall constitute a waiver or limitation of any immunity or limitation on liability to which the City is entitled. The parties agree that these indemnification obligations shall survive the completion or termination of this Agreement. 11. Insurance. Contractor shall maintain reasonable insurance coverage throughout this Agreement. Contractor agrees that before any work related to the approved project can be performed, Contractor shall maintain at a minimum: Worker’s Compensation Insurance as required by Minnesota Statutes, section 176.181; and Commercial General Liability in an amount of not less than $1,000,000.00 per occurrence for bodily injury or death arising out of each occurrence, and $1,000,000.00 per occurrence for property damage, $2,000,000.00 aggregate. To meet the Commercial General Liability requirements, Contractor may use a combination of Excess and Umbrella coverage. Contractor shall provide the City with a current certificate of insurance including the following language: “The City of Golden Valley is named as an additional insured with respect to the commercial general liability, business automobile 59 3 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. 12. Subcontracting. Neither the City nor Consultant 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 Consultant from employing such independent consultants, associates, and subcontractors, as it may deem appropriate to assist it in the performance of the Services required by this Agreement. Any instrument in violation of this provision is null and void. 13. Assignment. Neither the City nor Consultant 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. 14. Independent Contractor. Consultant is an independent contractor. Consultant’s duties shall be performed with the understanding that Consultant has special expertise as to the services which Consultant is to perform and is customarily engaged in the independent performance of the same or similar services for others. Consultant shall provide or contract for all required equipment and personnel. Consultant shall control the manner in which the services are performed; however, the nature of the Services and the results to be achieved shall be specified by the City. The parties agree that this is not a joint venture and the parties are not co-partners. Consultant is not an employee or agent of the City and has no authority to make any binding commitments or obligations on behalf of the City except to the extent expressly provided in this Agreement. All services provided by Consultant pursuant to this Agreement shall be provided by Consultant 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. 15. Compliance with Laws. Consultant shall exercise due professional care to comply with applicable federal, state and local laws, rules, ordinances and regulations in effect as of the date Consultant agrees to provide the Services. Consultant’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. Consultant 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. 16. Entire Agreement. This Agreement, any attached exhibits, and any addenda signed by the parties shall constitute the entire agreement between the City and Consultant, and supersedes any other written or oral agreements between the City and Consultant. This Agreement may only be modified in a writing signed by the City and Consultant. If there is any conflict between the terms of this Agreement and the 60 4 referenced or attached items, the terms of this Agreement shall prevail. If there is any conflict between Exhibits A and B, the terms of Exhibit B shall prevail. 17. Third Party Rights. The parties to this Agreement do not intend to confer any rights under this Agreement on any third party. 18. 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. 19. Conflict of Interest. Consultant 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, Consultant shall advise the City and, either secure a waiver of the conflict, or advise the City that it will be unable to provide the requested Services. 20. Work Products and Ownership of Documents. All records, information, materials, and non- proprietary work product, including, but not limited to the completed reports, data collected from or created by the City or the City’s employees or agents, raw market data, survey data, market analysis data, and any other data, non-proprietary work product, or reports prepared or developed in connection with the provision of the Services pursuant to this Agreement shall become the property of the City, but Consultant may retain reproductions of such records, information, materials and work product. Regardless of when such information was provided or created, Consultant agrees that it will not disclose for any purpose any information Consultant has obtained arising out of or related to this Agreement, except as authorized by the City or as required by law. Notwithstanding the foregoing, nothing in this Agreement shall grant or transfer any rights, title or interests in any intellectual property or proprietary work product created by Consultant. 21. Agreement Not Exclusive. The City retains the right to hire other professional consultant service providers for this or other matters, in the City’s sole discretion. 22. Data Practices Act Compliance. Any and all data provided to Consultant, received from Consultant, created, collected, received, stored, used, maintained, or disseminated by Consultant 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. Consultant 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 Consultant 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. 23. No Discrimination. Consultant agrees not to discriminate in providing products and services under this Agreement on the basis of race, color, sex, creed, national origin, disability, age, sexual orientation, status with regard to public assistance, or religion. Violation of any part of this provision may lead to immediate termination of this Agreement. Consultant agrees to comply with the Americans with Disabilities Act as amended (“ADA”), section 504 of the Rehabilitation Act of 1973, and the Minnesota Human Rights Act, Minnesota Statutes, Chapter 363A. Consultant 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 61 5 alleging a violation of these laws by Consultant or its guests, invitees, members, officers, officials, agents, employees, volunteers, representatives and subcontractors. Upon request, Consultant shall provide accommodation to allow individuals with disabilities to participate in all Services under this Agreement. Consultant agrees to utilize its own auxiliary aid or service in order to comply with ADA requirements for effective communication with individuals with disabilities. 24. Authorized Agents. The City’s authorized agent for purposes of administration of this contract is Kirsten Santelices, the Deputy City Manager/HR Director of the City, or designee. Consultant’s authorized agent for purposes of administration of this contract is Susan Virnig, Finance Director, or designee who shall perform or supervise the performance of all Services. 25. 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: CONSULTANT THE CITY Stacie Kvilvang Ehlers Companies 3080 Centre Point Drive Roseville, MN 55113 skvilvang@ehlers-inc.com Tim Cruikshank, City Manager City of Golden Valley 7800 Golden Valley Road Golden Valley, MN 55427 tcruikshank@goldenvalleymn.gov or such other contact information as either party may provide to the other by notice given in accordance with this provision. 26. 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. 27. 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. 28. Payment of Subcontractors. Consultant agrees that it must pay any subcontractor within 10 days of the prime contractor’s receipt of payment from the City for undisputed Services provided by the subcontractor. Consultant agrees that it must pay interest of 1-1/2 percent per month or any part of a month to the subcontractor on any undisputed amount not paid on time to the subcontractor. The minimum monthly interest penalty payment for an unpaid balance of $100 or more is $10. For an unpaid balance of less than $100, the prime contractor shall pay the actual penalty due to the subcontractor. A subcontractor who prevails in a civil action to collect interest penalties from a prime contractor must be awarded its costs and disbursements, including attorneys’ fees, incurred in bringing the action. 29. Publicity. At the City’s request, the City and Consultant shall develop language to use when discussing the Services. Consultant agrees that Consultant shall not release any publicity regarding the Services or the subject matter of this Agreement without prior consent from the City. Consultant shall not use the City’s logo or state that the City endorses its services without the City’s advanced written approval. 62 6 30. 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. 31. 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 Consultant did not authorize the Signatory to sign on its behalf, the Signatory agrees to assume responsibility for the duties and liability of Consultant, described in this Agreement, personally. 32. Counterparts and Electronic Signatures. This Agreement may be executed in two or more counterparts, each of which shall be deemed an original, but all of which taken together shall constitute one and the same instrument. This Agreement may be transmitted by electronic mail in portable document format (“pdf”) and signatures appearing on electronic mail instruments shall be treated as original signatures. 33. Recitals. The City and Consultant agree that the Recitals are true and correct and are fully incorporated into this Agreement. [Remainder of page left blank intentionally. Signature page follows.] 63 7 IN WITNESS WHEREOF, the City and Consultant have caused this Professional Services Agreement to be executed by their duly authorized representatives in duplicate on the respective dates indicated below. EHLERS COMPANIES: CITY OF GOLDEN VALLEY: By: _________________________________ Name: Stacie Kvilvang Title: Senior Municipal Advisor By: _________________________________ Shepard M. Harris, Mayor By: _________________________________ Timothy J. Cruikshank, City Manager 64 EXHIBIT A SCOPE AND COST OF SERVICES Base services Except as otherwise stated in this Exhibit A, the base services shall consist of those services listed in section 4 of the Request for Proposals issued by the City on January 10, 2023 (the “Base Services”). The Base Services shall be billed at the rates stated in Section J of the Proposal to Provide Municipal Advisor Services submitted by Contractor to the City on January 31, 2023, as amended on November 2, 2023 (“Contractor’s Proposal”). Unless otherwise agreed in writing, the total cost of the Base Services over the term of this Agreement shall not exceed $300,000 and Contractor and the City shall work together to manage the total cost of the Base Services to remain within this not to exceed amount. Add On Services Notwithstanding anything to the contrary in the Request for Proposals issued by the City on January 10, 2023 or Contractor’s Proposal, the following services shall be considered add on services (the “Add on Services”) and shall not be subject to the Not-to-Exceed Total Fee Amount. • Investment Services • Interim Finance Director Services • Developer funded fees related to development, which shall be billed separately and passed through to developers for payment All Add on Services shall be mutually agreed to in writing and the terms governing such Add on Services may be approved by the City Manager so long as there are sufficient funds available within the applicable budget approved by the City Council. 65 PROPOSAL TO PROVIDE MUNICIPAL ADVISOR SERVICES TO: Ehlers 3060 Centre Point Drive Roseville, MN 55113 Municipal Advisor Registration Number: K0165 SEC CIK Number: 0001604197 ehlers-inc.com The City of Golden Valley, Minnesota & Its Housing Redevelopment Authority JANUARY 31, 2023 EHLERS ADVISORS: Dan Tienter Senior Financial Specialist dtienter@ehlers-inc.com 651-697-8537 Jason Aarsvold Senior Municipal Advisor jaarsvold@ehlers-inc.com 651-697-8512 Stacie Kvilvang Senior Municipal Advisor skvilvang@ehlers-inc.com 651-697-8506 66 TABLE OF CONTENTS COVER PAGE 1 SECTION B: TRANSMITTAL LETTER 3 SECTION C: KEY STAFF 6 SECTION D: STATEMENT OF QUALIFICATIONS 11 SECTION E: REFERENCES 15 SECTION F: PROJECT PLAN 18 SECTION G: PROPOSED TIMELINE 27 SECTION H: DEVIATIONS FROM RFP 30 SECTION I: DIVERSITY, EQUITY & INCLUSION ASSESSMENT 32 SECTION J: COST PROPOSAL 35 APPENDIX A:EHLERS’ MINNESOTA TEAM LISTING 42 APPENDIX B: THREE-YEAR HISTORY OF MN DEBT TRANSACTIONS 44 APPENDIX C: PROJECT TASK & TIMELINE EXAMPLES 48 67 Proposal to the City of Golden Valley, MN & HRA Submitted by Ehlers - January 31, 2023 3 January 31, 2023 Ms. Sue Virnig Finance Director The City of Golden Valley Submitted electronically to svirnig@goldenvalleymn.gov RE: Proposal to provide municipal advisor services to the City of Golden Valley, Minnesota and its Housing Redevelopment Authority (HRA) Dear Ms. Virnig, We are pleased to present this proposal to provide independent municipal advisor services to Golden Valley and its HRA. We believe our reputation in debt issuance and management, deep experience in financial management, economic development and redevelopment, fully integrated suite of advisory solutions, dedication to proactive client service, and team-based project approach provide a compelling relationship option for the City to consider. We are confident that Ehlers is the firm best suited to serve Golden Valley based on the requested Scope of Services. Ehlers brings together the strongest collaborative model of debt issuance and management, development and redevelopment, and fiscal expertise for Minnesota cities. We are excited to demonstrate Ehlers’ passion for what we do and preparedness to be the City’s next full-service municipal advisor. For more than 65 years, Ehlers has helped clients build strong and vibrant communities through financial planning, debt issuance and management, and economic development consulting services. In the last five years alone, our firm has: »Advised on nearly 2,500 debt issues totaling more than $15 billion »Completed nearly 100 long-term financial plans »Established over 200 TIF districts and provided guidance on hundreds of economic development & redevelopment projects ranging from $500,000 to $640 million »Advised on the development of more than 4,000 affordable housing units (over 3 years) »Completed more than 225 utility rate studies (regulated and non-regulated entities) »Delivered investment advisory services to more than 150 clients with total assets under management (AUM) of $2.2 billion. »Provided arbitrage consulting services to 318 clients with more than 1,750 issues under current monitoring »Prepared & disseminated continuing disclosures for more than 700 clients, monitoring all their respective debt issues We believe the following factors position us as the advisor most qualified to deliver the services requested: SECTION B: TRANSMITTAL LETTER 68 Proposal to the City of Golden Valley, MN & HRA Submitted by Ehlers - January 31, 2023 4 Our Independence. Independence is simply another way of saying we only work with your best interests at heart throughout every engagement, not just debt issuance. Independence has been at the heart of our firm long before it was codified in the municipal advisor rule, and we stay true to that principle to this day. Because we don’t represent investors, underwriters, or for-/non-profit private developers, you can rest assured working with Ehlers will result in solutions that deliver the highest unbiased value to you. Golden Valley can choose to engage a municipal advisor that is affiliated with a broker-dealer (underwriter), even with the prohibitions set forth in the Request for Proposal. Certainly, that firm and its advisors must provide advice that puts the City’s interests above its own, which is a regulatory requirement of any municipal advisor. However, engaging a municipal advisor that is affiliated with a broker-dealer means that firm cannot underwrite Golden Valley’s bond offerings. This reduces the number of potential capital providers available to you. Is it really in your interest to limit the number of firms that can buy your bonds? Golden Valley’s largest cost when issuing debt is not costs of issuance; it is interest expense. As a community with meaningful capital needs for the foreseeable future, Golden Valley’s primary objective should be to engage with a municipal advisor that presents no conflict between providing unbiased advice and affording the widest pool of bond purchasers in the marketplace. Ehlers is an independent municipal advisory firm. This means we are not affiliated with a broker- dealer, and therefore will not reduce the number of capital providers available to Golden Valley. A small difference of even a few basis points can mean tens of thousands of dollars in interest expense over the life of an issue. Municipal advisors that are affiliated with a broker-dealer typically state that having access to their underwriting desk is a benefit to their issuer clients. Engaging directly with underwriting desks is indeed an excellent way to gather feedback and market insight. That’s why we don’t limit ourselves to a single underwriting desk for information. Rather, we interact with all major underwriting desks across the country on a near daily basis, increasing our ability to seek the best possible execution for your debt issues. Our independence brings value to our clients by preserving access to all underwriters. Our Process. A pioneer in the municipal advisory business, Ehlers leverages bond market knowledge and industry best practices to proactively guide our clients through the debt issuance and management process from start to finish. Every transaction on which we advise goes through a rigorous internal quality assurance process prior to the publication of the preliminary official statement (POS) and well in advance of the sale date. We similarly bring this level of rigor and diligence to our financial planning and economic development services. In all occasions, our client work is reviewed by one or more team members prior to delivery. Additionally, we have established a detailed client transition process when taking on new advisory relationships. Our advisory team and staff seamlessly executed this process when Maple Grove recently selected Ehlers as its municipal advisor for a scope of work nearly identical to what Golden Valley is now requesting. We seek to ensure that no detail is overlooked when onboarding a new client, as a lapse in service or meeting regulatory/compliance requirements can be costly. Our Integrated Approach. Ehlers isn’t in this business simply to complete transactions. We exist solely to support and improve the financial capacity of communities so they can successfully provide efficient, sustainable and equitable services to their constituents. We’re here to help you SECTION B: TRANSMITTAL LETTER 69 Proposal to the City of Golden Valley, MN & HRA Submitted by Ehlers - January 31, 2023 5 realize the City’s vision and act as an extension of your organization in all aspects of our engagements. Our integrated, best practice, high-value client service model allows clients to collaborate with a single advisory firm for: »Capital & financial planning »Debt issuance & management »Post-issuance compliance, monitoring & reporting »Economic development & redevelopment »Tax increment financing, monitoring & reporting »Fiscal studies »Investment advisory & arbitrage consulting »Housing finance & asset management We rely on our deep and knowledgeable bench strength when creating client teams. Our Senior Municipal Advisors lead each client relationship, leveraging the specialty expertise of our Fiscal Consultants and Financial Analysts, Bond Marketing and Sales Team, Disclosure and Compliance Team, Investment Advisors and Arbitrage Consultants to deliver exactly the right solution - exactly when needed. Our Performance. Our qualifications can best be illustrated by our performance. According to Bond Buyer data from January 1 - December 31, 2022, Ehlers ranks first in Minnesota and second in the nation for the number of competitive bond sales advised. Our Client-First Values. Ehlers prides itself on transparent communication, proactive service and an unwavering dedication to helping clients deploy resources in the most efficient and effective way possible. Ultimately, we propose to provide value to Golden Valley with ongoing dialogue and idea-sharing, insightful analysis, options customized to your situation, and a competitive fee structure. Thank you for including us in this RFP process. We appreciate this opportunity and look forward to discussing how Ehlers can best serve the City and its HRA. Please note this proposal is valid for 120 days after submittal. We further acknowledge receipt of the RFP addendum dated 1/23/23. Respectfully submitted, Jason Aarsvold Senior Municipal Advisor jaarsvold@ehlers-inc.com 651-697-8512 Stacie Kvilvang Senior Municipal Advisor skvilvang@ehlers-inc.com 651-697-8506 Dan Tienter Senior Financial Specialist dtienter@ehlers-inc.com 651-697-8537 SECTION B: TRANSMITTAL LETTER 70 SECTION C: KEY STAFF 71 Proposal to the City of Golden Valley, MN & HRA Submitted by Ehlers - January 31, 2023 7 SECTION C: KEY STAFF Key Staff While the City’s RFP calls for the identification of up to “four key staff members who will perform the technical work of the project,” Ehlers believes the Scope of Services will require the following team of nine professionals to deliver the level of expertise and experience the City expects. Professional biographies for Ehlers’ proposed Golden Valley team follow below. We further invite you to review Appendix A for a full listing of our team dedicated to serving Minnesota clients. MUNICIPAL ADVISORS Stacie Kvilvang Senior Municipal Advisor Project Manager Debt & Economic Development Jason Aarsvold Senior Municipal Advisor Debt & Economic Development Dan Tienter Senior Financial Specialist Debt & Development Support, Captial Improvement Planning PROFESSIONAL STAFF Alicia Gage Senior Financial Analyst Debt Structure & Management Analysis Nha Nguyen Public Finance Analyst Bond Marketing & Sale Paying Agent Administrator Diana Lockard Operations Director Official Statement Continuing Disclosures ARBITRAGE CONSULTANTS & INVESTMENT ADVISERS Stephen Broden Arbitrage Managing Director Arbitrage Rebate Monitoring & Reporting Brian Reilly, CFA Investments President Investment Strategy Development Portfolio Oversight Ryan Miles, CPFIM Investments Managing Director Investment Policy, Strategy & Portfolio Management Stacie Kvilvang Senior Municipal Advisor | Primary Relationship Contact Stacie is a Senior Municipal Advisor with our Minnesota Team and has been active with the firm since 2002. She advises local governments and public agencies in the design and implementation of financial solutions that help communities bring their visions to life. Prior to joining Ehlers, she amassed 10 years of first-hand local government experience working for one of the largest Twin Cities suburban communities. Several of Stacie’s greatest contributions to Ehlers and our clients are her extensive background in debt issuance and creative financing structures, long-range financial planning and her knowledge of development financing and costs from the private side of transactions. Jeanne Vogt Senior Fiscal Consultant Financial Management Planning, TIF Administration, Utility Rate Studies 72 Proposal to the City of Golden Valley, MN & HRA Submitted by Ehlers - January 31, 2023 8 Jason Aarsvold Senior Municipal Advisor Jason has 20+ years of municipal development and finance experience. Jason has worked on over 100 bond transactions in the past five years alone and has extensive experience in city budgeting and long range financial planning as well. Jason has analyzed and negotiated some of the most complicated economic development and redevelopment projects in Minnesota, navigating complex financial issues and creating new, innovative community solutions. He unites community leaders, developers and residents, guiding them through program development with his strong market knowledge and public finance expertise. Dan Tienter Senior Financial Specialist Dan is a Senior Financial Specialist with our Minnesota Team. He regularly supports our Municipal Advisors with project management for municipal debt transactions, economic development and redevelopment initiatives, long-term financial planning, fiscal studies and utility rate analyses. Dan brings 10 years of direct local government experience to his role with the firm, most recently serving as the Director of Finance for the City of Fridley. He also worked in leadership and administrative roles for the City of Winsted and Dakota County. Dan has exceptional experience in developing and executing capital improvement plans, crafting and managing multi-million dollar budgets and managing public investment portfolios in excess of $40 million. Most recently, Dan completed a six-month engagement serving as the Interim Finance Director for the City of Burnsville. Alicia Gage Senior Financial Analyst Alicia is a Senior Financial Analyst with our Minnesota Team. Prior to joining Ehlers in 2011, she served as a Municipal Finance Project Manager working with local governments in Iowa, Kansas, Minnesota, Missouri, North Dakota and Wisconsin. She leverages extensive experience with financial analysis software to develop tailored models that exceed our clients’ expectations. Alicia helps local and regional governmental clients construct and implement long-term debt management strategies. Her special areas of expertise include debt structure and documentation, refundings and cash defeasances, multi-issue and multi-purpose debt structures, and financial analysis using Munex and Excel. SECTION C: KEY STAFF 73 Proposal to the City of Golden Valley, MN & HRA Submitted by Ehlers - January 31, 2023 9 Stephen Broden Senior Arbitrage Consultant|Managing Director Stephen brings more than 13 years’ experience in providing arbitrage calculations and bond compliance training to his role as a Senior Arbitrage Consultant & Managing Director. Prior to joining the firm in 2018, Stephen managed the national arbitrage practice at Arbitrage Compliance Specialists, Inc. and spent an additional decade working in the financial services industry. His proactive approach to arbitrage compliance guides clients through the complexities of Internal Revenue Service reporting requirements and rebate analysis. Diana Lockard Operations Director An active and highly-valuable member of Ehlers’ staff since 1984, Diana is our Operations Director, responsible for the coordination of work processes of the Disclosure and Bond Sale teams. She directly oversees the preparation of Official Statements and related legal documents, as well as the sale of bonds and closing activities. Diana also manages the work flow and staff for continuing disclosure and paying agent services. SECTION C: KEY STAFF Jeanne Vogt Senior Fiscal Consultant Jeanne works on our Minnesota Team. She partners with Minnesota cities, townships, counties, public utilities and special districts to develop and implement long-term financial planning, particularly in the area of sewer and water rates studies. Prior to joining Ehlers in 2008, she worked for more than a decade as an Accountant for Ramsey County and most recently as Finance Director for the City of Vadnais Heights. Clients rely on Jeanne for her general accounting expertise, as well. She regularly assists her clients with budgeting, bond accounting and audit preparation. Nha Nguyen Public Finance Analyst Nha is a Public Finance Analyst who coordinates all aspects of bond sales to help Ehlers’ clients obtain an ideal cost structure. He collaborates with underwriters, obtains competitive bids on sale day and completes closing documentation. In addition, Nha supports our Investment Team with market research and analysis, fixed-income trading, cash flow and account balance forecasting, and direct client support. Prior to joining the firm, Nha worked for Western National Insurance in the Commercial Lines Underwriting. 74 Proposal to the City of Golden Valley, MN & HRA Submitted by Ehlers - January 31, 2023 10 SECTION C: KEY STAFF Ryan Miles, CPFIM Senior Investment Adviser|Managing Director Ryan joined Ehlers as a Senior Investment Adviser in 2018, bringing more than 10 years’ financial and investment management experience to his role. Instrumental in driving the growth of our Investment services and capabilities, he was promoted to Managing Director in 2021. Previous to joining Ehlers, Ryan served as a Cash Management Officer with a Twin Cities-based community bank. Ryan holds his Series 65 license and is a Certified Public Funds Investment Manager (CPFIM). Brian Reilly, CFA Senior Municipal Advisor|Managing Director|Investments President Brian is a Senior Municipal Advisor and works with local units of government, special districts, authorities, and public agencies in the areas of debt issuance, fiscal planning, special studies, economic development and tax increment. He has advised clients on billions of dollars in debt issuance and also has experience with non-profit and municipally owned healthcare financing. He currently leads Ehlers’ Minnesota Government Services Team as one of the firm’s Managing Directors and serves as the President of our Investment Management Team. Brian has been with Ehlers since 2003. He holds the Series 50, 54 and 65 licenses, and carries the Chartered Financial Analyst designation. 75 SECTION D: STATEMENT OF QUALIFICATIONS 76 Proposal to the City of Golden Valley, MN & HRA Submitted by Ehlers - January 31, 2023 12 Statement of Qualfications Ehlers has decades of exceptional experience in all areas of public financing, capital budget programming, investments and economic development listed in the City’s RFP. As we mentioned in our transmittal letter, over the last five years alone, our firm has: »Advised on nearly 2,500 debt issues totaling more than $15 billion - See Appendix B for a three-year listing of Minnesota team transactions for Minnesota issuers »Completed over 100 long-term financial plans and 225 utility rate studies »Established over 200 TIF districts and provided guidance on hundreds of economic development & redevelopment projects ranging from $500,000 to $640 million »Advised on the development of more than 9,000 housing units, 4,000 of which were affordable (3-year timeframe) »Delivered investment advisory services to more than 150 clients with total assets under management (AUM) of $2.2 billion. »Provided arbitrage consulting services to 318 clients with more than 1,750 issues under current monitoring »Prepared & disseminated continuing disclosures for more than 700 clients, monitoring all their respective debt issues What’s more, our clients engage Ehlers - and stay with Ehlers - because we leverage our fully integrated service model to meet all their public finance needs with our own staff. Unlike peer firms, we have no need to subcontract any advisory or analysis work, which gives us a more holistic understanding of each client’s situation and positions us to deliver a higher level of service. Finally, Ehlers is well known and highly-regarded for its proactive, transparent customer service and communication practices. We deliver outstanding client value by: »Listening: We take the time to understand your long-range goals and potential challenges and place them in the right context specific to the project(s) at hand »Collaborating: We work directly with your staff, partners, officials and constituents to develop solutions that help deliver generational benefits to your community »Delivering: We provide independent, accurate public finance solutions that help you deploy resources in the most effective and efficient way possible. »Connecting: We stay attuned to what’s happening in your community and routinely meet with you to discuss ideas, new or changing legislation, and potential financing programs to help you realize your vision. To further demonstrate Ehlers’ qualifications advising communities with characteristics, projects, and services similar to those of Golden Valley, we offer the following case studies. All clients referenced below are AAA rated by S&P Global. SECTION D: STATEMENT OF QUALIFICATIONS 77 Proposal to the City of Golden Valley, MN & HRA Submitted by Ehlers - January 31, 2023 13 Debt Planning, Issuance & Management|LOST: Maple Grove, MN Ehlers Team: Stacie Kvilvang, Jason Aarsvold Ehlers advises the City of Maple Grove on all their annual debt issuance initiatives. The City routinely issues bonds to pay for road projects which typically require anywhere from 60 to 90 days from first planning discussion to sale date. While this work is fairly straight-forward and streamlined, Ehlers brings exceptional value to the City relative to the work needed to support these annual debt issuances. We assisted the city in updating their financial policies related to debt issuance and analyzed the assessment rates and policies of similar cities to help Maple Grove ensure its annual assessment rate generated the dollars needed to pay future debt service and add to fund balance. We further developed a customized, interactive Excel planning document so the City could efficiently determine and maintain sufficient coverage to pay off existing debt and manage their future levies over the next 20 years, depending on various assumptions (bond and assessment rates, prepayments, term, etc.). The City now has the confidence to objectively calculate the effects of prepayments of assessments over time, the impacts to future levies, and pivot in real time should any assumptions change. This project took approximately one month to complete and included several meetings with City staff to review and refine the planning model. The City recently went before the legislature to obtain local option sales tax authority (LOST) so it could issue up to $90 million in bonds to fund the remodeling of its existing community center. Ehlers assisted the City in determining the level of sales tax generated and how that corresponds to debt issuance, completed an analysis of the annual sales taxes to be paid by residents in the city, conducted a tax impact analysis if only property taxes were utilized, prepared information for reports for public engagement on the legislation and referendum, and worked with city on implementation of the tax after approval. Ehlers is now working with the City to determine the structure of the bonds and timing to meet their financing needs as the project gets underway. Financial Management | Capital Planning | Utility Rate Studies: Burnsville, MN Ehlers Team: Stacie Kvilvang, Jason Aarsvold, Dan Tienter, Jeanne Vogt Like many Minnesota cities, Burnsville had experienced challenges with the Council’s understanding of how the annual budget is the primary tool to achieve the City’s strategic priorities. Additionally, the City’s department heads had only been tangentially involved in the budgeting process which resulted in both a lack of ownership and an often-arbitrary final budget. To remedy this situation and better align budgets with strategic goals, Ehlers led City staff and the Council through education, financial and capital planning, and budgeting processes. This hands-on work culminated with a more transparent and meaningful budget, which in turn resulted in Council consensus for a 14.53% levy increase that allowed City departments to hire the staff needed to successfully execute the Council’s strategic priorities. Financial Management and Capital Planning projects typically require between 90 days and six months to complete, depending on level of education, analysis and planning our clients request. In 2022, Ehlers also completed comprehensive rate studies for the City’s water, sanitary sewer, and storm water enterprise funds, all of which incorporated planned capital expenditures. SECTION D: STATEMENT OF QUALIFICATIONS 78 Proposal to the City of Golden Valley, MN & HRA Submitted by Ehlers - January 31, 2023 14 Economic Development | Housing Improvement Areas: St. Louis Park, MN Ehlers Team: Stacie Kvilvang, Jason Aarsvold The City of St. Louis Park is the most active Twin Cities suburb in terms of redevelopment initiatives. Ehlers works with the City and its Economic Development Authority on developer selection, financial and tax increment financing (TIF) analysis, negotiation and creation of TIF districts (TIF district creation typically take 60 days, depending on city meeting dates). In 2022, St. Louis Park engaged Ehlers to facilitate the creation of six new TIF districts so the City could achieve its strategic goals relative to redevelopment and affordable housing. The magnitude of this work, along with exceptionally tight deadlines required considerable agility, knowledge and staffing to complete effectively. Ehlers relied on three of its most experienced Municipal Advisors to fulfill the City’s needs. In fact, we were able to secure approval of three of the six proposed TIF districts and TIF agreements in a single evening. The combined projects will provide approximately 1,300 new housing units for the City, 32% of which will be affordable at levels of 30% to 60% area median income (AMI). We also prepare more over 20 TIF reports per year for the City, and submit them to the OSA. In addition, the City engaged Ehlers for assistance on all eight of its housing improvement areas (HIAs), with the most recent one (2022) presenting a significant challenge due to a large disparity between average assessed and market value for the units. For all HIAs, Ehlers routinely met with staff and the association, completed budget, dues structure, debt/internal financing amounts and rates analyses, and reviewed staff reports, agreements and public hearing notices. Investments | Arbitrage | Continuing Disclosures: The City of Woodbury, MN Ehlers Team: Jason Aarsvold, Brian Reilly, Ryan Miles, Sara Beecher Ehlers has served as Woodbury’s full-service advisor for over a decade, providing debt issuance and management services, as well as fiscal consulting and economic development work. We recently completed an interim staffing engagement following the departure of the City’s Finance Director and restructuring of the finance department and leadership responsibilities. Woodbury is subject to a full disclosure undertaking and Ehlers prepares and submits required continuing disclosure reports for twelve issues subject to continuing disclosure agreements. We regularly monitor for reportable material events, as well as consult on any voluntary disclosures. Ehlers conducts a comprehensive five-year lookback and disclosure review for the City whenever an official statement for a new offering is prepared. Ehlers has also provided arbitrage services to the City for many years and is currently monitoring and/or preparing rebate calculations for 12 issues. We deliver detailed work plans, budgets, reporting dates and deadlines for this service, along with specific information requests to complete our work. Our arbitrage team has also offered consulting related to how the City accounts for and segregates its funds subject to rebate and yield restriction. In early 2021, Ehlers expanded our relationship with Woodbury to include investment management services. We were initially engaged to manage $150 million in investable assets, which has now become over $200 million, including general cash reserves, ARPA funds, and various debt service funds. At the outset of our engagement, we assisted finance staff with preparation of a cash flow analysis to identify liquidity requirements and investable balances to better establish the proper portfolio profile and seek to maximize interest income in a low-rate environment. A full description of Ehlers’ approach to providing the services Golden Valley requires can be found in Section F. Project Plan. SECTION D: STATEMENT OF QUALIFICATIONS 79 SECTION E: REFERENCES 80 Proposal to the City of Golden Valley, MN & HRA Submitted by Ehlers - January 31, 2023 16 SECTION E: REFERENCES References Ehlers invites you to contact the following references: The City of Maple Grove, MN Relationship Length: 7+ Years Greg Sticha Finance Director 12800 Arbor Lakes Parkway North Maple Grove, MN 55369 763-494-632 gsticha@maplegrovemn.gov Services provided: Debt planning & issuance, financial planning & fiscsal studies, economic development & redevelopment, continuing disclosures, arbitrage, paying agent administration The City of Burnsville, MN Relationship Length: 15+ Years Gregg Lindberg City Manager 100 Civic Center Parkway Burnsville, MN 55337 952-895-4465 gregg.lindberg@burnsvillemn.gov Services provided: Debt planning & issuance, financial planning & fiscsal studies, economic development & redevelopment, continuing disclosures, investment management, arbitrage, paying agent administration, treasury management consulting, interim staffing The City of St. Louis Park, MN Relationship Length: 25+ Years Karen Barton Community Development Director | Economic Development Authority 5005 Minnetonka Blvd. St. Louis Park, MN 55416 952-924-2684 kbarton@stlouispark.org Services provided: Debt planning & issuance, financial planning & fiscsal studies, economic development & redevelopment, continuing disclosures, arbitrage, paying agent administration, interim staffing 81 Proposal to the City of Golden Valley, MN & HRA Submitted by Ehlers - January 31, 2023 17 The City of Woodbury, MN Relationship Length: 25+ Years Angela Gorall Asst. City Manager 8301 Valley Creek Road Woodbury, MN 55125 651-714-3573 angela.gorall@woodburymn.gov Services provided: Debt planning & issuance, financial planning & fiscsal studies, economic development & redevelopment, continuing disclosures, investment management, arbitrage. interim staffing The City of Hopkins, MN Relationship Length: 25+ Years Mike Mornson City Manager 1010 1st Street South Hopkins, MN 55343 952-938-8474 mmornson@hopkinsmn.com Services provided: Debt planning & issuance, financial planning & fiscsal studies, economic development & redevelopment, continuing disclosures, investment management, arbitrage, paying agent administration SECTION E: REFERENCES 82 SECTION F: PROJECT PLAN 83 Proposal to the City of Golden Valley, MN & HRA Submitted by Ehlers - January 31, 2023 19 Project Plan For each service area set forth in the Scope of Services, Ehlers has developed project plans and processes that help clients drive strategic initiatives forward, while minimizing disruption to their daily workflow. Below are brief visual examples of our project approach. For additional detail relative to the tasks and deliverables required for each component of the Scope of Services, please see Appendix C. Financial Management Planning & Capital Budgeting Whether it’s creating an annual budget, developing a capital improvement plan, conducting utility rate and structure studies, assessing financial policies and procedures or crafting alternative financing plans, Ehlers delivers strategic, yet practical fiscal guidance – with an emphasis on transparency and diligent process – to help Golden Valley achieve both its immediate and long- term financial goals. Our process includes: Ehlers frequently assists clients with measuring the fiscal repercussions of important financial decisions by leveraging this process to complete forecasting and modeling, tax impact analyses and utility rate studies. Financial Management and Capital Planning projects typically require between 90 days and six months to complete, while utility rate studies generally require four months. Please see Appendix C for a more detailed process/project timeline for financial management plans and utility rate studies. Financial Modeling Ehlers’ Advisors and Fiscal Consultants have decades of experience developing and customizing financial analysis tools that help our clients make the most informed decisions. We regularly leverage flexible financial models to deliver practical, easy-to-understand situation analyses for our clients. Our models are designed to be “living documents” that can be regularly updated to reflect unexpected challenges and new opportunities. SECTION F: PROJECT PLAN WORKING SESSIONS CLIENT PRESENTATIONS ACTIONABLE RECOMMENDATIONS 1 2 3 Base Financials Improvement Goals/Plan Outstanding Debt Variables GOAL SETTING RESEARCH & ANALYSIS DECISION DATA Studies (impact fees, utility rates, etc.) Benchmarking/ Feasability Cashﬂow Projections Cost/Beneﬁt Financing Options Key Decision Factors 84 Proposal to the City of Golden Valley, MN & HRA Submitted by Ehlers - January 31, 2023 20 Debt Planning, Issuance & Management Ehlers leverages deep market knowledge, strong relationships with the rating agencies, daily engagement with underwriters and commercial banks, and industry best practices to proactively guide clients through the debt issuance and oversight process from start to finish. Our project approach is as follows: Timelines can vary greatly for debt planning and issuance, depending on the complexity of any given transaction and the method of accessing capital. Debt management and post-issuance services are generally delivered throughout the lifetime of the obligation. Please see Appendix C for detailed tasks and timelines related to debt issuance. Credit Rating Consultation One of Ehlers’ distinguishing strengths is its relationship with the major rating agencies - relationships built on trust and credibility. We know the mechanics and nuances of each firm’s methodology. In fact, we have reverse-engineered each firm’s scorecard and are adept at adjusting for anticipated notching factors. We advise on roughly 300 public offerings each year and over 150 in Minnesota, the vast majority of which are rated. As such, we are in nearly constant contact with the rating agencies and their analysts. We understand the “hot-button” issues and can readily anticipate the points of discussion that will be addressed during the rating call and rating committee review because of the level of familiarity with our issuer clients. We also serve over half of the “AAA”- rated municipalities in Minnesota. Ehlers’ standard approach with respect to ratings on a new debt issue is - there is no standard approach. Instead, we gain a detailed understanding of an issuer’s credit profile and the security for the issue which helps us anticipate the likely conversations with rating analysts. At times, the Analyze ﬁnancing feasibility Select type of obligation Structure and repayment options Determine best method of sale Assemble ﬁnancing team PLANNING & STRUCTURING Serve as paying agent Complete continuing disclosure reporting Advise on bond proceed investments Monitor for Arbitrage rebates & complete required reporting Manage calls & defeasances POST ISSUANCE Assemble permanent bond record book Monitor for refunding & cash redemption opportunities Complete debt studies/debt service benchmarking Assist with rating surveillance DEBT MANAGEMENT Facilitate credit rating & enhancement process Prepare oering document Complete quality control review Prepare pre-sale report Market the issue & conduct the bond sale Coordinate closing DEBT ISSUANCE 1 2 3 4 SECTION F: PROJECT PLAN 85 Proposal to the City of Golden Valley, MN & HRA Submitted by Ehlers - January 31, 2023 21 analyst may simply ask boilerplate general questions during the rating call. However, there may be times when certain “stressors” need to be identified and addressed with additional information or a prepared presentation. We also understand and can help you mitigate how a particular metric may lead to notching factors if not properly explained. Finally, there are instances where an almost adversarial position needs to be taken due to any number of factors. On these occasions, the rating agency relationship may be in question (i.e. “do we switch?”), or a site visit may be in order. The City has an ambitious multi-year capital plan, which it largely intends to fund through Local Option Sales Tax. Replacing aging infrastructure and constructing modern public facilities is a challenge many communities like Golden Valley are presently facing. Ehlers routinely leverages our vast experience with ratings and our modeling tools to determine the impacts of capital spending and financing to an issuer’s rating. This analysis and our understanding of rating criteria is then used to build scenarios that identify potential rating pressure and any mitigation strategies that can be employed. We also use this information to craft rating presentations, anticipating what the rating analysts and committee will identify as areas of interest and what may be perceived as stressors. Post-Issuance Debt Management Ehlers’ fully integrated service model allows clients to work with a single, independent advisory firm to complete all fundamental debt management tasks, which typically last for the life of any obligation and generally on specific delivery dates. Our experienced post-issuance professionals partner with Ehlers’ Municipal Advisors to ensure strong management of debt proceeds, payments and mandatory reporting. Pursuant to the Scope of Services the City requested, our service components include: Investments Ehlers’ investment advisors construct and manage investment portfolios that seek to optimize allowable earnings, maintain liquidity, and comply with federal regulations. We currently work with 150+ clients and manage over $2.0 billion in assets. We believe appropriately managing debt proceeds throughout the lifecycle of a project is as important, if not more so, than the debt issuance itself. Our priority in meeting clients’ investment needs is to adhere to the principles of safety, liquidity and yield – in that order – so we can help them seek optimal allowable earnings. Our Investment team also provides bidding agent services for advance and current refunding escrows, as well as cash defeasance. Services include: »Policy development & evaluation »Strategy development & implementation »Cash flow analysis & forecasting »General & Enterprise funds investments »Treasury management consulting »Investment reporting & compliance monitoring SECTION F: PROJECT PLAN 86 Proposal to the City of Golden Valley, MN & HRA Submitted by Ehlers - January 31, 2023 22 Continuing Disclosures (Dissemination Agent) Ehlers provides disclosure services for several hundred clients consisting of thousands of underlying issues. In 2014, we responded immediately to the SEC MCDC program by hiring additional staff and conducting our own research prior to the September deadline for underwriters to report. Our efforts were able to prevent underwriters from reporting dozens of our clients to the SEC because the underwriters either had faulty data or did not understand the evolution of disclosure rules since 1995 (i.e. limited disclosure vs. full disclosure). Ehlers’ disclosure group is led by Diana Lockard, who has more than 30 years of experience in preparing official statements and secondary disclosure reporting. Ehlers’ solid reputation with the underwriting community is a result of providing accurate and timely disclosure for hundreds of issuers and well over a thousand issues each year. Arbitrage Rebate Management Arbitrage strategy and management is a key component of Golden Valley’s debt proceeds management toolkit. Ehlers boasts a highly experienced arbitrage staff and a process-oriented practice to ensure clients remain in full compliance with the Internal Revenue Service. We work collaboratively with you to: »Create arbitrage strategies, policies & procedures »Monitor debt obligations subject to yield restriction »Collect & maintain records necessary for compliance »Prepare arbitrage reports & IRS forms »Deliver IRS audit guidance & support »Provide client training & work support Please see Appendix C for representative arbitrage monitoring and reporting workflow. Economic Development & Redevelopment Ehlers has more economic development, redevelopment and housing experience than our peer firms. We advise communities across a wide spectrum of housing/redevelopment/economic development processes, with projects ranging from $500,000 to $640 million. In the last three years, we have assisted our clients with the development of more than 9,000 housing units and the creation of over 115 tax increment districts In addition, several assigned members have also worked and served in local government during their careers, giving them a keen understanding of development and redevelopment goals from your perspective, not just through the financing lens. Those two factors have allowed us to develop a strong process for these types of initiatives. Generally, our work process includes: SECTION F: PROJECT PLAN 87 Proposal to the City of Golden Valley, MN & HRA Submitted by Ehlers - January 31, 2023 23 Specific to TIF, we note that it generally takes approximately 60 days to extablish a TIF district, depending on the timing of meetings. In addition, the timing of developer negotiations for assistance can vary greatly depending on the complexity of the project and experience of the developer. Primary tasks and deliverables include: »Preparing TIF management plans, ensuring district compliance with OSA requirements & monitoring ongoing district performance. »Evaluating TIF applications & proposals from developers to determine if the project meets the “but for” test and warrants assistance, and the amount & structure (e.g. TIF, tax abatement) of the assistance »Creating & modifying TIF Districts along with all supporting documentation »Communicating with legal professionals to ensure statutory compliance »Filing all documentation with the appropriate State & County officials »Working with the client & attorneys throughout the development agreement process »Attending public hearings & workshop meetings »Preparing annual state auditor TIF reports for over 80 clients representing 350 districts »Making recommendations for financial reporting systems to accommodate the requirements of the Office of the State Auditor (OSA) & assisting communities in responses to questions and/or non-compliance issues Please see Appendix C for general process timelines and project schedules for both economic development projects and tax increment financing initiatives. SECTION F: PROJECT PLAN 1 2 3 Identify community goals, facilitate strategic planning Develop policies for development & use of public funds/ tools Identify funding sources/ write grants Complete research & special studies Conduct developer roundtables & assist with developer recruitment PLANNING ANALYSIS IMPLEMENTATION Analyze public ﬁnance applications & complete general feasibility analysis Facilitate discussions & work between city, residents & developers Structure most eective ﬁnancing solution Communicate recommendations clearly & concisely to community members Provide project management & stang services Negotiate development contracts Create new housing redevelopment & economic development programs Establish TIF districts/ tax abatements Complete annual TIF/ tax abatement administration (PAYGO, reporting, agreements) 88 Proposal to the City of Golden Valley, MN & HRA Submitted by Ehlers - January 31, 2023 24 TIF Management Plans Tax increment is a tool to help Minnesota cities meet various goals from affordable housing, job creation, redevelopment and increase in tax base. TIF should be carefully considered and closely monitored so cities can make informed decisions on how and when it’s most advantageous to use it. Ehlers routinely prepares extensive TIF management plans and often presents them to city councils to help policy makers understand the use of this powerful tool and how it can help drive important community initiatives forward. Our plans not only outline the specifics of individual districts and recommendations for them, but more importantly the: »Amount of tax capacity captured in TIF »Increase in market value for the City »Interplay between TIF and the local tax rate »Recommendations for the use of TIF and how best to deploy it Housing Improvement Areas (HIAs) Ehlers has the most extensive experience working with HIAs in the State of Minnesota. From seeking initial legislative authority for the City of Brooklyn Park to advising St. Louis Park, Hopkins, Minnetonka, Fridley, Dakota County and Brooklyn Park, we have completed more than a dozen HIAs. Ehlers assists with assessment analysis, historical sales analysis for risk mitigation, blended financing between city funds and bond issuance, term, rate of financing, meetings with HOAs and policy issues surrounding prepayments and affordability. Our work has provided cities and associations with a straight-forward understanding of the costs and implications of proposed fundings designed to reach mutually agreeable outcomes. Affordable Housing Ehlers has long been a proven partner to HRAs, EDAs, and cities looking to develop both market- rate and affordable housing, along with associated policies and on-going funding sources. We collaborate with these entities to meet development and project goals with the simple mission of making sure our clients projects become a reality. We have a deep understanding of housing initiatives from project inception through opening day and on-going management. Many of our staff have direct work experience from the client perspective in this arena due to their backgrounds in local government and HRAs. We have strong experience with all funding sources related to affordable housing and likely review the most applications by private developers for affordable housing in the State. In fact, 18 of the 32 projects awarded tax credits or tax-exempt bonds in early 2022 were Ehlers’ clients. In addition, we have advised numerous HRAs and CDAs in financing their own publicly owned projects. We are highly knowledgeable in Low Income Tax Credits, HUD financing, 501 (c) 3 bonds and the multitude of other sources that come to the table to make projects a financial reality. We routinely complete grant applications for clients and required M42 letters for MN housing. 89 Proposal to the City of Golden Valley, MN & HRA Submitted by Ehlers - January 31, 2023 25 We have assisted several cities in creating Affordable Housing Trust Funds. We routinely advise on identifying on-going funding sources, which can include special legislation for use of TIF balances. In addition, we have created large development funds for affordable housing and redevelopment for the City of Brooklyn Park (over $20 million) and the City of St. Louis Park (over $25 million). Optional Services & Associated Costs Ehlers’ fully integrated service model will allow Golden Valley to rely on a single, independent advisory firm for the entire Scope of Services detailed in the City’s RFP. One additional service we recommend is Paying Agent Administration, Changes in DTC requirements make it critical your bond principal and interest payments are constructed and submitted carefully via a strictly prescribed method. Ehlers offers complete paying agent services to clients so you can rest assured knowing debt payments are made accurately and on time. Our services include: »Paying agent »Registrar »Fiscal agent »Payment deadline reminders »Call notice/ redemption filing »Mandatory term bond redemptions The associated costs for this service are as follows: »Initial set-up fee: $450 »Annual fee per issue: $475 Detailed Client Transition Plan When considering a financial advisory firm that’s not the incumbent, the City might be concerned about the practical logistics of transitioning ongoing responsibilities and projects-in-progress to a new team. To address this issue, Ehlers developed and regularly uses a client onboarding and transitioning process in which we work in concert with staff to address a detailed list of topics, including: »Outstanding debt obligations & refunding/redemption opportunities (we have already built all the City’s debt outstanding in our systems) »Investments, arbitrage & continuing disclosure policies, practices & requirements »Relevant financial policies & procedures »Near & medium-term pending projects, decision points & milestone dates 90 Proposal to the City of Golden Valley, MN & HRA Submitted by Ehlers - January 31, 2023 26 Depending on the new client’s requirements, Ehlers then prepares a transition report detailing tasks, assignments and timelines for completion and ongoing responsibilities or launches right into project work, albeit with a strong understanding of the client’s background context. We begin our advisory relationship with a detailed discussion of the above bullet points, the City’s current and near-term development projects, and elements it wanted to preserve or eliminate from its previous advisory relationship. There is no fee for this service. 91 SECTION G: PROPOSED TIMELINE 92 Proposal to the City of Golden Valley, MN & HRA Submitted by Ehlers - January 31, 2023 28 Proposed Timeline Because project schedules vary so greatly between each component of the Scope of Work and its complexity, no single project timeline can accurately illustrate the work to be done. Per the City’s responses to our RFP questions, we offer the following narrative and timeline for the anticipated 2023 sale of Pavement Management Bonds. Other examples of project timelines specific to the requested Scope of Services are located in Appendix C. In 1995, the City Council adopted a Pavement Management Policy to create and guide the Pavement Management Program (Program). Generally, the Program maintains approximately 120 miles of streets throughout the City. While about 24 miles of those streets receive financial support as Municipal State Aid (MSA) roadways, the balance of the system, or about 96 miles of streets, requires local funding for its maintenance, repair, and reconstruction. To support the objectives of the non-MSA portion of the Program, the City generally relies upon a combination of General Fund transfers, franchise fees and special assessment bonds. Consistent with this approach, the City intends to issue about $3.8 million and $4.2 million in special assessment bonds in 2023 and 2024, respectively, and about $3 million annually thereafter. Our team stands ready to assist the City will all aspects of the debt issuance process. We will take you from the earliest stages of project planning all the way through bond proceeds investment, timely debt service payments and ongoing regulatory compliance. We rely on a precise process and an integrated team-approach to deliver seamless guidance from start to finish. Recognizing the value of inclusion expressed by the City, we are happy to participate in and prepare materials for any open houses, stakeholder discussions, project conferences and City Council meetings. At Ehlers, our team works diligently to ensure you feel as confident as possible in your financial decisions, as well as the process used to make them. In anticipation of the upcoming bond issue, we suggest the following timeline, which includes some of the tasks the City has already completed (shaded rows). As always, we are willing to modify our portion of schedule to meet the needs of the City and its partners. Project & Bond Issuance Process: General Obligation Bonds Series 2023A Date or Month Activity or Meeting Key Personnel September 9, 2021 »Order Feasibility Report »Adopt Reimbursement Resolution (for 2023 Program) External Stakeholders/Interested Public, City Council, Finance Director, City Engineer, Municipal Advisor, Bond Counsel September - October 2021 »Preliminary Survey Work City Engineer, SEH November 2021 – August 2022 »Community Engagement (i.e., Open Houses, Public Comment) External Stakeholders/Interested Public, City Council City Engineer, SEH December 20, 2022 »Hold Public Hearing and Order Improvements External Stakeholders/Interested Public, City Council City Engineer, SEH SECTION G: PROPOSED TIMELINE 93 Proposal to the City of Golden Valley, MN & HRA Submitted by Ehlers - January 31, 2023 29 Project & Bond Issuance Process: General Obligation Bonds Series 2023A Date or Month Activity or Meeting Key Personnel January 31, 2023 »Open Bids City Engineer, SEH March 7, 2023 »Hold Public Hearing and Adopt Special Assessments »Accept Bids and Award Contracts External Stakeholders/Interested Public, City Council, City Engineer, SEH March 8, 2023 »Request General Certificate Finance Director, Municipal Advisor March 15, 2023 »Complete General Certificate Finance Director, Municipal Advisor March 21, 2023 »Review Pre-Sale Report and Provide for the Sale of Bonds External Stakeholders/Interested Public, City Council, Finance Director, Municipal Advisor, Bond Counsel March 28, 2023 »Provide Credit Rating Materials to Moody’s Investors Service Finance Director, Municipal Advisor Week of April 3, 2023 »Review Preliminary Official Statement »Hold Credit Rating Conference Call »Hold Due Diligence Conference Call Finance Director, Municipal Advisor, Bond Counsel, Credit Rating Agency April 10, 2023 »Finalize Preliminary Official Statement Finance Director, Municipal Advisor, Bond Counsel April 12, 2023 »Review and Release Credit Rating Finance Director, Municipal Advisor, Credit Rating Agency April 18, 2023 »Accept Offers and Approve Bond Sale External Stakeholders/Interested Public, City Council, Finance Director, Municipal Advisor, Bond Counsel May 1, 2023 »Begin Construction External Stakeholders/Interested Public, City Council, City Engineer, SEH, Construction Firm(s) May 11, 2023 »Close on Bonds and Accept Bond Proceeds Finance Director, Municipal Advisor, Bond Counsel November 1, 2023 »Complete Construction External Stakeholders/Interested Public, City Council, City Engineer, SEH, Construction Firm(s) SECTION G: PROPOSED TIMELINE 94 SECTION F: DEVIATIONS FROM RFP 95 Proposal to the City of Golden Valley, MN & HRA Submitted by Ehlers - January 31, 2023 31 Deviations From RFP After receiving clarifying responses to the questions we posed relative to certain construction- based requirements included in the RFP, we affirm that Ehlers’ proposal does not deviate from the relevant RFP requirements listed. SECTION H: DEVIATIONS FROM RFP 96 SECTION I: DIVERSITY, EQUITY & INCLUSION ASSESSMENT 97 Proposal to the City of Golden Valley, MN & HRA Submitted by Ehlers - January 31, 2023 33 Diversity, Equity & Inclusion (DEI) Assessment In late 2021, Ehlers developed and implemented a DEI plan, the central mission of which is: “…To foster a safe, welcoming and supportive work environment that reflects the communities we serve, values the individual talents of our employees, and ensures that Ehlers is the employer of choice within our industry.” Ehlers’ President, Mr. Greg Crowe, stands committed to making Diversity, Equity, and Inclusion (DEI) a priority for our Company by evolving our workforce composition and establishing a DEI employee resource group. This team is comprised of 10 employee members who meet monthly to discuss and implement ways to ensure DEI remains at the forefront of our business practices. In mid-2022, the team presented data from Ehlers’ Affirmative Action plan which revealed areas where Ehlers can take action toward meeting plan objectives and industry benchmarks for both racial and gender diversity. Armed with this information, our Senior Management Team constructed the following action items as part of the Company’s strategic plan. »Enhance targeted recruitment efforts »Prioritize DEI in hiring & advancement practices »Require more diverse hiring for all demographics within our advisor team (including gender, race, and experiential backgrounds) Since then, we’ve added two additional people of color to our staff total of 81. In addition, 50% of our Senior Management Team are now women, as are four of our nine Board of Directors seats. Further, 44% of Ehlers’ employees are women. Other progress we’ve made against our DEI plan includes: »Allowing employees the option to share their pronouns in email signatures »Publishing bi-weekly employee spotlights to highlight the unique experiences and characteristics we each bring to Ehlers »Incorporating Ehlers’ DEI philosophy into company-sponsored events by promoting minority- run businesses and Disadvantaged Business Entities (DBEs) »Enhancing existing and adding new, more inclusive policies for adoption assistance, paid parental leave, and expense reimbursement »Overhauling employee onboarding and ongoing training »Refreshing our public website to better reflect our commitment to DEI At the City’s request. Ehlers is happy to provide additional documentation relative to our DEI plan. The text of our internal DEI Philosophy follows below. SECTION I: DIVERSITY, EQUITY & INCLUSION ASSESSMENT 98 Proposal to the City of Golden Valley, MN & HRA Submitted by Ehlers - January 31, 2023 34 Diversity, Equity & Inclusion: Our Philosophy Ehlers remains steadfastly committed to its decades-long mission of Building Communities—with our clients, in our markets, and among our colleagues. Part of that commitment means creating an exceptional work environment that helps attract and retain talented professionals with a diverse range of backgrounds and life experiences. We strive to foster a workplace culture that reflects every aspect of what it truly means to build strong, vibrant communities. At Ehlers, we embrace the differences among us. They’re what makes us unique as an organization! We celebrate all colleagues, regardless of their ethnicity, family or marital status, gender identity or expression, language, national origin, physical and mental ability, political affiliation, race, religion, sexual orientation, socio-economic status, veteran status, or any other characteristic. The very foundation of our commitment to building a strong and vibrant workplace community begins with our DEI initiatives. They include practices and policies on recruitment and selection, compensation and benefits, professional development and training, promotions and recognition, and our day-to-day working environment. At Ehlers, we encourage: »Respectful communication and cooperation among all employees »Teamwork and employee participation, elevating the voices of all group and employee perspectives »Work/life balance through flexible work schedules, accommodating employees’ varied needs »Active contributions to the communities we serve so we can promote a greater understanding and respect for diverse cultures and perspectives Ehlers’ employees have a responsibility to treat others with dignity and respect at all times. We expect staff to fulfill that responsibility through their conduct at work, work functions on or off the work site, and all other company-sponsored and participative events. We ask employees who believe they have been subjected to any kind of discrimination that conflicts with the company’s diversity policy and initiatives to seek immediate assistance from their supervisor, manager, or Human Resources. SECTION I: DIVERSITY, EQUITY & INCLUSION ASSESSMENT 99 SECTION J: COST PROPOSAL 100 Proposal to the City of Golden Valley, MN & HRA Submitted by Ehlers - January 31, 2023 36 Cost Proposal Ehlers may not always be the price leader for financial advisory services. We are the value leader. The following attributes demonstrate the value that sets us apart from competing firms: »Entirely local client service teams with unsurpassed technical skill sets across all aspects of the City’s desired scope of services who work collaboratively to deliver creative, yet practical, solutions. »Firm-wide commitment to client service, with advisory and support teams structured to provide the highest level of availability to ensure client needs are met. »First-hand experience in governmental leadership roles, including finance and community development. »An integrated and comprehensive suite of advisory solutions that make the whole greater than the sum of its parts. One call solves it all. Our fee/cost schedules relative to the scope of services is as follows: Not-to-Exceed Total Fee Amount Based on the three-year term of the engagement, Ehlers and Associates, Inc., proposes a not-to- exceed lump sum fee of $300,000 for municipal advisor services detailed in the City’s Scope of Services. Please note: investment advisory services are provided under separate engagement contract through our affiliate entity, Ehlers Investment Partners, LLC. Our not-to-exceed fee does not include any potential investment advisory fee during the three-year contract period. Similarly, we are not including developer-funded fees related to development consulting (see below). The City will retain full control over the selected advisor’s role and billable work over the period of the engagement. Therefore, the City will exercise significant influence over the total cost. In all occasions, our fees (actual, not-to-exceed, and/or estimated) will be clearly communicated to the City prior to proceeding with any scope(s) of work. We want to ensure the City it will never be in a position to receive an invoice for anything unexpected that may greatly exceed the anticipated (and stated) cost of any project. Put simply, we work on billable projects when you authorize us to, and the City will know the cost of those projects prior to providing that authorization. A not- to-exceed amount for this type of engagement is generally not applicable, as we work at your discretion and bill under the fee structure of this proposal. There are occasions under pure hourly engagements where we cannot precisely know the extent of billable time. These are often development-related, with the City’s consulting fees largely paid from a developer deposit, which mitigates/eliminates the City’s risk of costs exceeding any budget. If Ehlers is the firm selected for the engagement, we are happy to discuss more specific details that would allow us to provide a more precise not-to-exceed total fee amount that could be memorialized in a contract/professional services agreement. SECTION J: COST PROPOSAL 101 Proposal to the City of Golden Valley, MN & HRA Submitted by Ehlers - January 31, 2023 37 1. Fees per Bond Issue (New Money) General Obligation Bonds & Capital Notes: Par Amount Fee/$1,000 Minimum/Base Fee = $12,000 First $2 million $3.50 Next $3 million $2.75 Next $5 million $2.00 Next $10 million $1.00 Next $30 million $0.50 Next $50 million $0.10 Over $100 million $0.05 Examples: Bond Size Total Fee $1 million $15,500 [$12,000 + (2,000 x $3.50)] $5 million $27,250 [$15,500 + (3,000 x $2.75)] $10 million $37,250 [$27,250 + (5,000 x $2.00)] $20 million $47,250 [$37,250 + (10,000 x $1.00)] Other New Money Obligations: Obligation Type % of G.O. Bond Fee Schedule Revenue Bonds 125% Lease Revenue Bonds & COPs 125% Equipment Install & Sale/Leaseback 100% SECTION J: COST PROPOSAL 102 Proposal to the City of Golden Valley, MN & HRA Submitted by Ehlers - January 31, 2023 38 2. Fees per Bond Issue (Refunding or Combined Refunding/New Money) Par Amount Fee/$1,000 Minimum/Base Fee = $12,000 First $2 million $3.50 Next $3 million $2.75 Next $5 million $2.00 Next $10 million $1.00 Next $30 million $0.50 Next $50 million $0.10 Over $100 million $0.05 »Contemporaneously sold issues with the same security are charged with the largest issue at full fee and all other issues at 80% of the fee schedule. »Advance refunding issues require an additional $2,500 for added technical support per issue. »Use of open market securities within a defeasance escrow requires an additional $750 per escrow. »Debt issues not requiring an official statement shall carry fees at 80% of the applicable fee for general or revenue-secured obligations that require an official statement, but in no case less than $7,500. »Ehlers will charge flat fees of $1,500 - $5,000 in addition to the standard bond fee for authoring of or consultation on planning documents or reports required for authorization of debt issuance, which fee shall include meeting attendance (i.e. Capital Improvement Plans, Street Reconstruction Plans, Tax Abatement, etc.). Such fee and scope of work shall be agreed upon between Client and Ehlers in advance. Golden Valley will be responsible for credit rating fees, legal services, publication of notices (if any), paying agent fees (if any), escrow agent fees (if any), verification agent (if any), and any fees charged by third parties for information required for the official statement. SECTION J: COST PROPOSAL 103 Proposal to the City of Golden Valley, MN & HRA Submitted by Ehlers - January 31, 2023 39 3. Non-Bond Related Fees Most non-bond related advisory services requested by Golden Valley will be billed on an hourly basis, according to the following rates: Position Rate Senior Municipal Advisor $275/hour Municipal Advisor $250/hour Financial Analyst $225/hour Senior Fiscal Consultant $260/hour Fiscal Consultant $235/hour Specific to the requirements of the RFP, Ehlers will assess fees for non-bond related services according to the following schedule: Scope of Work Fee Structure 3.a. Financial Management Planning, Financial Analysis and Debt Management. Financial Management Plans, Utility Rate Studies and other fiscal studies are generally quoted on a flat-fee or hourly not to exceed basis. We will prepare an estimate and obtain City approval prior to commencing work. Estimate ranges, depending on scope and data, are as follows: Financal Management Plans: $10,000 - $30,000 Utility Rate Studies: $10,000 - $30,000 Debt Management is generally part of our all-inclusive debt issuance fees. 3.b. Capital Budget Programming Capital Budget Programming is generally a part of our all-inclusive debt issuance fees. However, If this service is completely independent of any debt planning, Ehlers will bill hourly at the rates stated above. 3.c. Debt Issue Development and Oversight Unless special circumstances warrant, this services is provided as part of our all-inclusive debt issuance fees. SECTION J: COST PROPOSAL 104 Proposal to the City of Golden Valley, MN & HRA Submitted by Ehlers - January 31, 2023 40 Scope of Work Fee Structure 3.d. Investment Program, Arbitrage Rebate Management and Continuing Disclosures Investment Management, Arbitrage Consulting and Continuing Disclosure Services fees are set forth below. Please note: Investment Services require a separate engagement contract with our affiliate, Ehlers Investment Partners, LLC. Investment Advisory Fees Please note that our Investment Advisory fees are all inclusive of certain other services, which may include Arbitrage Consulting when investing bond proceeds. Fees will be assessed via the following schedule: Assets Under Management (AUM)Fee First $50 million 0.09% Next $50 million 0.08% $100 million and up 0.07% Arbitrage Consulting Fees If the City chooses Arbitrage Consulting services on a stand-alone basis, the following fixed-fee analysis schedule applies: Maximum Fee Analysis Coverage $1,000 Spending Exceptions $3,750 Arbitrage Reporting »Per 5-year analysis period »Prorated for interim reports $1,000 Arbitrage Review »Per analysis »Up to 5 years Ehlers will charge $300 per hour for Arbitrage Consulting services outside of the fixed-fee analysis schedule. SECTION J: COST PROPOSAL 105 Proposal to the City of Golden Valley, MN & HRA Submitted by Ehlers - January 31, 2023 41 Continuing Disclosure Fees Ehlers will assess Continuing Disclosure fees as follows: Continuing Disclosure Undertakings Annual Fee One (1) to three (3) CDU’s $2,800 Four (4) to six (6) CDU’s $3,300 Seven (7) or more CDU’s $3,800 Scope of Work Fee Structure 3.e. Economic Development Financial Analysis, Program Development, and Management and Financial Reporting for the City & HRA These services are generally quoted on a flat- fee or hourly not to exceed basis. We will prepare an estimate and obtain City approval prior to commencing work. Estimate ranges, depending on complexity, are as follows: TIF District Creation/Modification Redevelopment/Renewal & Renovation: $12,500 - $15,000 Housing: $10,500 Other: $10,500 - $15,000 4. Estimated Out-of-Pocket Expense per Issue Ehlers does not charge for reimbursable expenses, mileage/travel, or out-of-pocket costs related to debt issuance. 5. Related Fees or Charges Not Described Above None. SECTION J: COST PROPOSAL 106 APPENDIX A: EHLERS’ MINNESOTA TEAM LISTING 107 Proposal to the City of Golden Valley, MN & HRA Submitted by Ehlers - January 31, 2023 43 Schane Rudlang Senior Financial Specialist Brain Reilly, CFA, CIPMA Senior Municipal Advisor Managing Director Visit ehlers-inc.com E-mail info@ehlers-inc.com Call 800-552-1171 MEET YOUR MINNESOTA TEAM Ready to map out your community’s path to long term success? Contact us today! Nick Anhut, CIPMA Senior Municipal Advisor Jason Aarsvold, CIPMA Senior Municipal Advisor Shelly Eldridge, CIPMA Senior Municipal Advisor Bruce Kimmel, CIPMA Senior Municipal Advisor Todd Hagen, CIPMA Senior Municipal Advisor Rebecca Kurtz, CIPMA Senior Municipal Advisor Sean Lentz, CIPMA Senior Municipal Advisor Stacie Kvilvang, CIPMA Senior Municipal Advisor Jessica Cook Economic Development Advisor Josh Low Senior Financial Specialist Keith Dahl Municipal Advisor BUILDING COMMUNITIES. IT’S WHAT WE DO. Dan Tienter Senior Financial Specialist APPENDIX A: EHLERS’ MINNESOTA TEAM LISTING 108 APPENDIX B: 3-YEAR HISTORY OF MINNESOTA DEBT TRANSACTIONS 109 Proposal to the City of Golden Valley, MN & HRA Submitted by Ehlers - January 31, 2023 45 ClientName IssueAmount IssueName SaleDate Adrian $1,855,000.00 General Obligation Improvement and Utility Revenue Bonds, Series 2021A 06/28/2021 Aitkin $2,175,000.00 General Obligation Street Reconstruction, Equipment and Refunding Bonds, Series 2021A 06/07/2021 Albert Lea $4,845,000.00 General Obligation Bonds, Series 2020A 07/13/2020 Albert Lea $2,225,000.00 General Obligation Bonds, Series 2021A 05/10/2021 Albert Lea $7,155,000.00 General Obligation Utility Revenue Bonds, Series 2021B 09/27/2021 Albert Lea $4,990,000.00 General Obligation Bonds, Series 2022A 06/27/2022 Andover $1,310,000.00 General Obligation Equipment Certificates, Series 2020A 02/18/2020 Andover $7,765,000.00 General Obligation Street Reconstruction and Equipment Bonds, Series 2021A 12/07/2021 Annandale $2,880,000.00 General Obligation Temporary Improvement Bonds, Series 2020A 02/27/2020 Anoka $8,545,000.00 General Obligation Bonds, Series 2020A 01/06/2020 Anoka $6,000,000.00 General Obligation Capital Improvement Plan Bonds, Series 2021A 08/16/2021 Anoka $3,850,000.00 General Obligation Capital Improvement Plan Bonds, Series 2022A 06/06/2022 Anoka $6,000,000.00 General Obligation Water Revenue Bonds, Series 2022B 06/06/2022 Audubon $635,000.00 General Obligation Sewer Revenue Refunding Bonds, Series 2020B 10/15/2020 Barnesville $2,922,000.00 Communication System Revenue Refunding Bonds, Series 2022A 02/10/2022 Barnesville $2,440,000.00 General Obligation Improvement Bonds, Series 2020A 06/08/2020 Barnesville $1,135,000.00 General Obligation Tax Abatement Bonds, Series 2021A 07/12/2021 Barnesville $1,305,000.00 General Obligation Improvement and Refunding Bonds, Series 2021B 07/12/2021 Battle Lake $2,985,000.00 General Obligation Natural Gas Utility Refunding Bonds, Series 2021A 07/27/2021 Becker County $9,315,000.00 General Obligation Bonds, Series 2022A 02/24/2022 Belle Plaine $3,220,000.00 General Obligation Bonds, Series 2020A 11/02/2020 Belle Plaine $2,045,000.00 General Obligation Improvement Bonds, Series 2021A 09/20/2021 Big Stone County $3,070,000.00 Taxable General Obligation Abatement Refunding Bonds, Series 2021A 04/19/2021 Big Stone County $1,640,000.00 General Obligation Capital Improvement Plan Bonds, Series 2022A 12/12/2022 Blackduck $650,000.00 General Obligation Tax Abatement Bonds, Series 2021A 05/10/2021 Blackduck $1,965,000.00 General Obligation Temporary Bond, Series 2022A 06/06/2022 Brooklyn Park $9,200,000.00 General Obligation Bonds, Series 2021A 06/28/2021 Buffalo $5,930,000.00 General Obligation Bonds, Series 2020A 04/06/2020 Buffalo $3,185,000.00 General Obligation Tax Abatement and Refunding Bonds, Series 2020B 10/19/2020 Buffalo $2,260,000.00 General Obligation Sewer and Water Revenue Refunding Bonds, Series 2021A 04/05/2021 Buffalo $1,745,000.00 General Obligation Refunding Bonds, Series 2022A 02/07/2022 Burnsville $18,515,000.00 General Obligation CIP, Improvement and Refunding Bonds, Series 2020A 10/27/2020 Burnsville $8,765,000.00 General Obligation Equipment, Improvement and Utility Revenue Bonds, Series 2022A 10/18/2022 Cambridge $5,475,000.00 General Obligation Bonds, Series 2020A 05/04/2020 Cambridge $4,010,000.00 General Obligation Bonds, Series 2022A 05/02/2022 Canby $805,000.00 General Obligation Storm Sewer Revenue Refunding Bonds, Series 2020A 02/19/2020 Carver County $2,530,000.00 General Obligation Capital Improvement Plan Bonds, Series 2022A 06/13/2022 Champlin $8,690,000.00 General Obligation Improvement, Equipment and Utility Bonds, Series 2020A 08/10/2020 Chanhassen $6,220,000.00 General Obligation Utility Revenue Bonds, Series 2020A 03/09/2020 Circle Pines $6,880,000.00 General Obligation Bonds, Series 2020A 05/12/2020 Circle Pines $4,640,000.00 General Obligation Bonds, Series 2022A 04/12/2022 Clara City $990,000.00 General Obligation Improvement Refunding Bonds, Series 2020A 03/10/2020 Clara City $417,000.00 General Obligation Sewer Revenue Bonds, Series 2020B 06/05/2020 Clara City $187,000.00 General Obligation Sewer Revenue Bonds, Series 2020C 08/05/2020 Clara City $580,000.00 General Obligation Water and Sewer Revenue Bonds, Series 2022A 07/12/2022 Clay County $10,130,000.00 General Obligation Solid Waste Revenue Bonds, Series 2021B 09/13/2021 Clay County $3,185,000.00 General Obligation Capital Improvement Plan Bonds, Series 2021A 09/13/2021 Cloquet $1,825,000.00 General Obligation Water and Sewer Revenue Bonds, Series 2020A 10/20/2020 Cloquet $2,530,000.00 General Obligation Sales Tax and Water Revenue Bonds, Series 2022A 08/16/2022 Cokato $4,355,000.00 General Obligation Bonds, Series 2020A 06/08/2020 Cokato $2,850,000.00 General Obligation Bonds, Series 2021B 05/10/2021 Columbia Heights $5,935,000.00 Taxable General Obligation Temporary Tax Increment Bonds, Series 2021A 07/12/2021 Coon Rapids $6,890,000.00 General Obligation Improvement, Utility and Equipment Bonds, Series 2020A 10/07/2020 Coon Rapids $9,075,000.00 General Obligation Improvement and Utility Revenue Bonds, Series 2021A 11/03/2021 Coon Rapids $20,130,000.00 General Obligation CIP, Improvement and Water Revenue Bonds, Series 2022A 07/19/2022 Cottage Grove $3,955,000.00 General Obligation Improvement Bonds, Series 2021A 05/19/2021 Cottage Grove $3,840,000.00 General Obligation Improvement Refunding Bonds, Series 2021B 11/17/2021 Cottonwood $475,500.00 General Obligation Temporary Sewer Revenue Bond, Series 2020A 07/20/2020 Cottonwood $150,000.00 General Obligation Water Revenue Bonds, Series 2021A 04/20/2021 Credit River $1,480,000.00 General Obligation Bonds, Series 2021A 05/17/2021 Dawson $2,065,000.00 General Obligation Improvement Bonds, Series 2020A 10/20/2020 Dawson $10,955,000.00 General Obligation Bonds, Series 2020B 10/20/2020 Dawson $2,520,000.00 General Obligation Refunding Bonds, Series 2021A 03/16/2021 Dawson $6,370,000.00 General Obligation Temporary Bond, Series 2022B 06/07/2022 Dawson $8,500,000.00 General Obligation Bonds, Series 2022C 08/01/2022 Dawson $5,035,000.00 General Obligation Improvement and Refunding Bonds, Series 2022D 10/13/2022 Dawson $3,195,000.00 General Obligation Storm Water Revenue and Refunding Bonds, Series 2022E 10/13/2022 Dayton $1,935,000.00 General Obligation Improvement Bonds, Series 2020A 05/12/2020 Dennison $278,000.00 General Obligation Sewage Disposal System and Refunding Bonds, Series 2021A 11/16/2021 Dilworth $1,230,000.00 General Obligation Improvement Bonds, Series 2020A 06/22/2020 Dilworth $9,500,000.00 General Obligation Improvement Bonds, Series 2022A 05/23/2022 Douglas County $5,560,000.00 General Obligation Solid Waste Revenue Bonds, Series 2020A 09/14/2020 Douglas County $4,260,000.00 General Obligation Capital Improvement Plan Bonds, Series 2020B 12/17/2020 Douglas County $1,130,000.00 General Obligation Watershed Improvement Bonds, Series 2021A 09/20/2021 Douglas County $6,900,000.00 General Obligation Solid Waste Revenue Bonds, Series 2022A 08/01/2022 Eagle Bend $296,000.00 General Obligation Improvement Bonds, Series 2021C 05/14/2021 Eagle Bend $1,090,000.00 General Obligation Water and Sewer Revenue Refunding Bonds, Series 2021D 11/15/2021 Clara City Economic Development Authority $2,585,000.00 General Obligation Housing Revenue Refunding Bonds (City of Clara City, Minnesota General Obligation), Series 2021A 09/13/2021 Eden Prairie $7,417,000.00 General Obligation Refunding Bonds, Series 2020A 10/02/2020 Eden Prairie $17,360,000.00 General Obligation Water Revenue and Refunding Bonds, Series 2021A 11/16/2021 Edina $5,220,000.00 General Obligation Bonds, Series 2020A 06/02/2020 Edina $3,015,000.00 General Obligation Refunding Bonds, Series 2020B 12/14/2020 Edina $13,025,000.00 General Obligation Bonds, Series 2021A 06/01/2021 Edina $3,795,000.00 General Obligation Refunding Bonds, Series 2021B 11/16/2021 Edina $2,210,000.00 General Obligation Recreational Revenue Refunding Bonds, Series 2021C 11/16/2021 Edina $26,305,000.00 General Obligation Bonds, Series 2022A 06/21/2022 Edina $17,000,000.00 General Obligation Temporary Capital Improvement Plan Bonds, Series 2022B 08/03/2022 Falcon Heights $665,000.00 General Obligation Improvement Bonds, Series 2021A 03/24/2021 Forest Lake $10,000,000.00 General Obligation Street Reconstruction Bonds, Series 2022A 05/09/2022 Franklin $3,655,000.00 General Obligation Sewer and Water Revenue Refunding Bonds, Series 2020A 12/14/2020 Fridley $20,730,000.00 General Obligation Tax Abatement Bonds, Series 2022A 06/13/2022 Gilbert $3,175,000.00 General Obligation Temporary Water and Sewer Revenue Bonds, Series 2020B 08/25/2020 Gilbert $1,440,000.00 General Obligation Temporary Water and Sewer Revenue Bonds, Series 2020A 06/09/2020 Gilbert $2,070,000.00 General Obligation Water and Sewer Revenue Bonds, Series 2022A 02/22/2022 Goodview $1,300,000.00 General Obligation Street Reconstruction Plan Bonds, Series 2022A 03/07/2022 Grand Marais $1,530,000.00 General Obligation Refunding Bonds, Series 2021A 10/26/2021 Grand Rapids $2,275,000.00 General Obligation Street Reconstruction Bonds, Series 2020A 10/15/2020 Grand Rapids $6,255,000.00 General Obligation Bonds, Series 2021B 06/14/2021 Grand Rapids $872,000.00 General Obligation Utility Revenue Refunding Bonds, Series 2021A (Public Utilities Commission)05/07/2021 Grand Rapids $1,210,000.00 (Public Utilities Commission) Taxable General Obligation Utility Revenue Refunding Bonds, Series 2021C 08/09/2021 Grand Rapids $1,120,000.00 General Obligation Utility Revenue Refunding Bonds, Series 2021D 11/22/2021 Grand Rapids $10,000,000.00 Taxable General Obligation Temporary Bonds, Series 2022A 12/05/2022 Granite Falls $2,355,000.00 General Obligation Sewer and Improvement Refunding Bonds, Series 2020A 11/16/2020 Granite Falls $1,320,000.00 General Obligation Improvement Bonds, Series 2021A 08/02/2021 Henderson $2,880,000.00 General Obligation Water and Sewer Revenue Bonds, Series 2020A 11/12/2020 Hermantown $3,585,000.00 General Obligation Improvement and Refunding Bonds, Series 2020A 04/20/2020 Hermantown $3,915,000.00 General Obligation Sewage Disposal System Bonds, Series 2020B 04/20/2020 Hermantown $3,860,000.00 General Obligation Improvement and Refunding Bonds, Series 2021A 04/19/2021 Hoffman $2,590,000.00 General Obligation Refunding Bonds, Series 2020A 11/09/2020 Hopkins $8,585,000.00 General Obligation Bonds, Series 2020A 05/19/2020 Hopkins $3,990,000.00 General Obligation Refunding Bonds, Series 2020B 12/08/2020 Hopkins $8,170,000.00 General Obligation Bonds, Series 2021A 03/16/2021 APPENDIX B: THREE-YEAR HISTORY OF MINNESOTA DEBT TRANSACTIONS 110 Proposal to the City of Golden Valley, MN & HRA Submitted by Ehlers - January 31, 2023 46 Hopkins $7,265,000.00 General Obligation Bonds, Series 2022A 04/05/2022 Hutchinson $2,405,000.00 General Obligation Improvement Bonds, Series 2020A 07/14/2020 Hutchinson $13,080,000.00 General Obligation Bonds, Series 2021A 07/27/2021 Hutchinson $5,885,000.00 General Obligation Bonds, Series 2022A 09/13/2022 Inver Grove Heights $1,640,000.00 General Obligation Improvement Refunding Bonds, Series 2020A 11/23/2020 Inver Grove Heights $2,740,000.00 General Obligation Refunding Bonds, Series 2021A 12/13/2021 Kandiyohi $261,400.00 Lease with Option to Purchase Agreement of 2020 09/04/2020 Lake Shore $1,945,000.00 General Obligation Tax Abatement Bonds, Series 2020A 06/22/2020 Lauderdale $1,365,000.00 Taxable General Obligation Tax Increment Revenue Refunding Bonds, Series 2021A 01/12/2021 Le Center $4,260,000.00 General Obligation Improvement Bonds, Series 2020A 05/12/2020 Le Sueur County $5,155,000.00 General Obligation Bonds, Series 2021A 09/27/2021 Le Sueur County $3,425,000.00 General Obligation State Aid Bonds, Series 2021B 09/27/2021 Lincoln County $4,925,000.00 Taxable General Obligation Tax Abatement Bonds, Series 2020A 04/20/2020 Lindstrom $6,410,000.00 General Obligation Bonds, Series 2020A 07/16/2020 Litchfield $7,355,000.00 General Obligation Refunding Bonds, Series 2021A 11/01/2021 Long Prairie $3,385,000.00 General Obligation Bonds, Series 2022C 06/06/2022 Madison $6,395,000.00 General Obligation Water and Sewer Improvement Refunding Bonds, Series 2021A 01/25/2021 Mahnomen $1,110,000.00 General Obligation Sewer and Water Revenue Refunding Bonds, Series 2020A 03/02/2020 Mahnomen $620,000.00 General Obligation Water Revenue Bonds, Series 2021A 04/05/2021 Mahnomen $1,550,000.00 General Obligation Temporary Capital Improvement Plan Bonds, Series 2021B 06/07/2021 Mahnomen $1,805,000.00 General Obligation Temporary Water and Sewer Revenue Bond, Series 2022B 09/16/2022 Mahnomen County $2,015,000.00 General Obligation Capital Improvement Plan Bonds, Series 2021A 09/27/2021 Mahtomedi $9,510,000.00 General Obligation Improvement, Street and Utility Revenue Bonds, Series 2020A 03/17/2020 Maple Grove $15,390,000.00 General Obligation Improvement Bonds, Series 2022A 06/22/2022 Maple Plain $2,005,000.00 General Obligation Improvement Bonds, Series 2021A 05/24/2021 Maple Plain $1,045,000.00 General Obligation Refunding Bonds, Series 2021B 05/24/2021 Maple Plain $1,315,000.00 General Obligation Street Reconstruction and Utility Revenue Bonds, Series 2022A 06/27/2022 Maplewood $6,200,000.00 General Obligation Improvement Bonds, Series 2020B 06/08/2020 Maplewood $5,480,000.00 General Obligation Refunding Bonds, Series 2020A 05/06/2020 Maplewood $9,500,000.00 General Obligation Capital Improvement Bonds, Series 2021A 01/25/2021 Maplewood $8,090,000.00 General Obligation Refunding Bonds, Series 2021B 10/25/2021 Maplewood $2,925,000.00 General Obligation Improvement Bonds, Series 2022A 05/23/2022 McGregor $1,111,000.00 General Obligation Utility Revenue Refunding Bonds, Series 2022A 06/07/2022 Medina $5,720,000.00 General Obligation Refunding Bonds, Series 2020A 11/17/2020 Menahga $1,215,000.00 General Obligation Improvement Refunding Bonds, Series 2020A 10/13/2020 Menahga $181,000.00 Lease with Option to Purchase Agreement of 2020 11/09/2020 Mendota Heights $3,295,000.00 General Obligation Bonds, Series 2020A 10/20/2020 Mendota Heights $2,420,000.00 General Obligation Bonds, Series 2021A 11/03/2021 Mendota Heights $1,880,000.00 General Obligation Improvement Bonds, Series 2022A 10/18/2022 Minneapolis $97,185,000.00 General Obligation Bonds, Series 2020 09/17/2020 Minneapolis $12,975,000.00 General Obligation Parking Assessment Refunding Bonds, Series 2020 09/17/2020 Minneapolis $26,000,000.00 Taxable General Obligation Convention Center Refunding Bonds, Series 2020 09/17/2020 Minneapolis $112,480,000.00 General Obligation Bonds, Series 2021 10/27/2021 Minneapolis $15,860,000.00 Taxable General Obligation Housing Improvement Area Bonds, Series 2021 10/27/2021 Minneapolis $121,545,000.00 General Obligation Bonds, Series 2022 08/17/2022 Minnetonka $24,390,000.00 General Obligation Capital Improvement Plan Bonds, Series 2020A 01/29/2020 Minnetrista $2,390,000.00 General Obligation Bonds, Series 2020A 03/09/2020 Montevideo $5,225,000.00 General Obligation Bonds, Series 2020A 06/15/2020 Montevideo $1,815,000.00 General Obligation Bonds, Series 2022A 06/28/2022 Montgomery $4,810,000.00 General Obligation Bonds, Series 2021A 03/15/2021 Montgomery $2,573,000.00 Lease Purchase Agreement 07/29/2022 Mora $1,575,000.00 General Obligation Bonds, Series 2022A 06/21/2022 Morris $1,825,000.00 General Obligation Refunding Bonds, Series 2020A 02/24/2020 Morris $2,240,000.00 General Obligation Bonds, Series 2022A 06/14/2022 Mounds View $5,830,000.00 General Obligation Water Revenue Bonds, Series 2020A 12/14/2020 New Hope $2,020,000.00 General Obligation Tax Abatement Bonds, Series 2021A 02/22/2021 Newport $9,975,000.00 General Obligation Bonds, Series 2021A 03/18/2021 Norman County $8,535,000.00 General Obligation Capital Improvement Plan Bonds, Series 2022A 03/16/2022 North Branch $1,545,000.00 General Obligation Equipment Certificates, Series 2022A 02/22/2022 Northfield $5,025,000.00 General Obligation Street Reconstruction, Improvement and Utility Bonds, Series 2020A 07/07/2020 Northfield $4,255,000.00 General Obligation Street Reconstruction, Improvement and Equipment Bonds, Series 2021A 08/17/2021 Northfield $4,020,000.00 General Obligation Street Reconstruction and Equipment Bonds, Series 2022A 07/12/2022 Orono $15,350,000.00 General Obligation Capital Improvement Bonds, Series 2021A 12/13/2021 Osseo $3,585,000.00 General Obligation Bonds, Series 2020A 05/26/2020 Osseo $3,690,000.00 General Obligation Bonds, Series 2022A 07/19/2022 Ottertail $745,000.00 General Obligation Water Revenue Refunding Bonds, Series 2020A 11/19/2020 Otter Tail County $9,560,000.00 General Obligation Capital Improvement Bonds, Series 2020A 11/23/2020 Otter Tail County $3,275,000.00 General Obligation Refunding Bonds, Series 2020C 12/14/2020 Otter Tail County $2,000,000.00 General Obligation Waste Disposal Revenue Bonds, Series 2020B (Prairie Lakes Municipal Solid Waste) 11/23/2020 Otter Tail County $13,635,000.00 Taxable General Obligation Waste Disposal Revenue Refunding Bonds, Series 2021A 05/10/2021 Otter Tail County $4,570,000.00 General Obligation Solid Waste Revenue Bonds, Series 2022A 12/12/2022 Perham $1,140,000.00 General Obligation Improvement Bonds, Series 2020A 06/08/2020 Perham $1,355,000.00 General Obligation Improvement Refunding Bonds, Series 2021A 01/11/2021 Perham $4,550,000.00 General Obligation Sales Tax Revenue Bonds, Series 2021B 05/10/2021 Perham $4,085,000.00 Taxable General Obligation Temporary Tax Abatement Bonds, Series 2021C 05/10/2021 Perham $865,000.00 General Obligation Improvement Bonds, Series 2021D 05/10/2021 Pine City $1,700,000.00 General Obligation Improvement Bonds, Series 2020A 08/05/2020 Pine County $8,310,000.00 General Obligation Refunding and Capital Improvement Bonds, Series 2020A 10/05/2020 Pipestone $2,685,000.00 General Obligation Bonds, Series 2020A 07/20/2020 Pipestone $1,910,000.00 General Obligation Bonds, Series 2021A 06/21/2021 Pipestone $2,720,000.00 General Obligation Bonds, Series 2022A 06/22/2022 Pipestone $311,000.00 General Obligation Equipment Certificates, Series 2022B 09/16/2022 Plymouth $38,965,000.00 General Obligation Tax Abatement Bonds, Series 2020A 10/13/2020 Plymouth $19,915,000.00 General Obligation Capital Improvement Bonds, Series 2021A 08/24/2021 Pope County $5,125,000.00 General Obligation Solid Waste Revenue Bonds, Series 2021A 03/15/2021 Ramsey $9,055,000.00 General Obligation Capital Improvement Plan Bonds, Series 2020A 12/08/2020 Ramsey $9,845,000.00 General Obligation Capital Improvement Plan Refunding Bonds, Series 2021A 09/28/2021 Ramsey $10,765,000.00 General Obligation Street Reconstruction Bonds, Series 2022A 11/15/2022 Richfield $5,120,000.00 General Obligation Bonds, Series 2020A 04/28/2020 Richfield $3,110,000.00 General Obligation Refunding Bonds, Series 2020B 10/27/2020 Richfield $10,000,000.00 General Obligation Bonds, Series 2022A 06/14/2022 Richfield $4,590,000.00 General Obligation Utility Revenue Bonds, Series 2022B 06/14/2022 Rogers $6,800,000.00 General Obligation Water Revenue and Street Reconstruction Bonds, Series 2021A 05/25/2021 Roseville $7,340,000.00 General Obligation Bonds, Series 2020A 12/07/2020 Rush City $1,355,000.00 General Obligation Improvement Bonds, Series 2021A 09/27/2021 Sabin $1,925,000.00 General Obligation Water Revenue Bonds, Series 2022A 06/28/2022 Sartell $5,925,000.00 General Obligation Bonds, Series 2020A 06/22/2020 Sauk Rapids $5,600,000.00 General Obligation Sales Tax Revenue Bonds, Series 2020A 07/27/2020 Sauk Rapids $4,260,000.00 General Obligation Improvement Bonds, Series 2022A 05/09/2022 St. Anthony $3,000,000.00 General Obligation Street Reconstruction Bonds, Series 2020A 04/28/2020 St. Anthony $2,970,000.00 General Obligation Bonds, Series 2021A 04/27/2021 St. Anthony $2,385,000.00 General Obligation Improvement Bonds, Series 2022A 05/10/2022 St. Francis $2,965,000.00 General Obligation Bonds, Series 2021A 07/19/2021 St. Louis Park $15,540,000.00 General Obligation Bonds, Series 2020A 10/26/2020 St. Louis Park $12,385,000.00 General Obligation Bonds, Series 2021A 03/15/2021 St. Louis Park $1,385,000.00 General Obligation Refunding Bonds, Series 2022A 03/07/2022 St. Louis Park $1,345,000.00 General Obligation Refunding Bonds (Louisiana Court Project), Series 2022A 05/16/2022 St. Louis Park $4,900,000.00 Taxable General Obligation Housing Improvement Area Bonds, Series 2022B 08/15/2022 St. Michael $6,685,000.00 General Obligation Bonds, Series 2020A 04/14/2020 Saint Paul $8,480,000.00 Ford Redevelopment Site Special Storm Sewer Charge and Subordinate Sewer System Revenue Bond, Series 2020E 08/03/2020 Saint Paul $8,558,000.00 Special Assessment Revenue Bond (Highland Bridge Project), Series 2021E 10/06/2021 Sunfish Lake $630,000.00 General Obligation Improvement Bonds, Series 2021A 08/03/2021 Tracy $8,395,000.00 General Obligation Temporary Bonds, Series 2022A 03/28/2022 APPENDIX B: THREE-YEAR HISTORY OF MINNESOTA DEBT TRANSACTIONS 111 Proposal to the City of Golden Valley, MN & HRA Submitted by Ehlers - January 31, 2023 47 Two Harbors $2,775,000.00 General Obligation Improvement Bonds, Series 2021A 06/14/2021 Two Harbors $715,000.00 General Obligation Equipment Certificates, Series 2021B 06/14/2021 Vadnais Heights $5,380,000.00 General Obligation Capital Improvement Plan Refunding Bonds, Series 2020A 01/30/2020 Waconia $4,755,000.00 General Obligation Bonds, Series 2020A 08/17/2020 Waconia $4,515,000.00 General Obligation Water and Sewer Revenue Refunding Bonds, Series 2020B 11/16/2020 Waconia $7,215,000.00 General Obligation Bonds, Series 2021A 11/15/2021 Waconia $17,630,000.00 General Obligation Bonds, Series 2022A 09/19/2022 Waseca County $2,675,000.00 General Obligation Bonds, Series 2020A 01/06/2020 Waverly $1,660,000.00 General Obligation Water Revenue Bonds, Series 2021A 06/08/2021 Wayzata $3,710,000.00 General Obligation Tax Increment Bonds, Series 2020A 05/05/2020 Wayzata $4,100,000.00 General Obligation Refunding Bonds, Series 2020B 10/20/2020 West St. Paul $2,515,000.00 General Obligation Tax Abatement Refunding Bonds, Series 2020A 11/23/2020 West St. Paul $2,275,000.00 General Obligation Sewer Revenue Bonds, Series 2021A 01/25/2021 White Bear Lake $4,440,000.00 General Obligation Bonds, Series 2020A 06/23/2020 White Bear Lake $4,280,000.00 General Obligation Bonds, Series 2021A 05/25/2021 White Bear Lake $3,010,000.00 General Obligation Improvement Bonds, Series 2022A 05/10/2022 White Bear Lake $6,990,000.00 General Obligation Capital Improvement Plan Bonds, Series 2022B 11/22/2022 Windom $7,820,000.00 Communication System Annual Appropriation Refunding Bonds, Series 2020A 03/17/2020 Windom $4,240,000.00 General Obligation Improvement Bonds, Series 2020B 05/05/2020 Windom $345,000.00 General Obligation Improvement Bonds, Series 2020C 05/05/2020 Windom $6,315,000.00 General Obligation Refunding Bonds, Series 2020D 11/05/2020 Windom $3,731,000.00 Gross Revenue Hospital Refunding Bonds, Series 2022A 05/12/2022 Winona County $9,610,000.00 General Obligation County Jail Bonds, Series 2020A 11/09/2020 Winona County $10,000,000.00 General Obligation County Jail Bonds, Series 2021A 12/14/2021 Winona County $7,360,000.00 General Obligation County Jail Bonds, Series 2022A 12/14/2021 Woodbury $7,015,000.00 General Obligation Bonds, Series 2020A 12/09/2020 Worthington $7,970,000.00 General Obligation Sales Tax Revenue Bonds, Series 2020A 10/26/2020 Yellow Medicine County $3,400,000.00 General Obligation Drainage Bonds, Series 2021A 08/09/2021 Houston County $2,870,000.00 General Obligation Refunding Bonds, Series 2020A 01/13/2020 Houston County $2,945,000.00 General Obligation State Aid Bonds, Series 2021A 01/25/2021 Roseau County $9,770,000.00 General Obligation Capital Improvement Bonds, Series 2021A 05/24/2021 Roseau County $1,990,000.00 General Obligation Jail Refunding Bonds, Series 2021B 10/06/2021 Roseau County $4,010,000.00 General Obligation Transportation Sales Tax Revenue Bonds, Series 2022A 04/11/2022 New Germany $500,000.00 General Obligation Bonds, Series 2020A 01/07/2020 New Germany $1,440,000.00 General Obligation Refunding Bonds, Series 2021A 10/19/2021 Cook County $10,205,000.00 Taxable General Obligation Sales Tax Revenue Refunding Bonds, Series 2020A 10/26/2020 Cook County $5,910,000.00 General Obligation Transportation Sales Tax Revenue Bonds, Series 2021A 11/22/2021 Montevideo Economic Development Authority $5,295,000.00 Lease Revenue Refunding Bonds (Southwest West Central Service Co-Op, Lease with Option to Purchase Project), Series 2020A 08/17/2020 Spring Lake Township $925,000.00 General Obligation Certificates of Indebtedness, Series 2020A 09/10/2020 Nessel $120,000.00 General Obligation Subordinate Service District Bonds, Series 2020A 07/20/2020 Nessel $1,400,000.00 General Obligation Tax Abatement Bonds, Series 2020B 11/09/2020 West Concord $1,285,000.00 General Obligation Improvement Bonds, Series 2020A 03/19/2020 West Concord $478,000.00 General Obligation Water Revenue and Refunding Bonds, Series 2021A 10/20/2021 Norwood Young America $5,220,000.00 General Obligation Bonds, Series 2020A 06/11/2020 Norwood Young America $1,585,000.00 General Obligation Bonds, Series 2021A 07/26/2021 Norwood Young America $2,695,000.00 General Obligation Improvement and Utility Revenue Bonds, Series 2022A 05/23/2022 Solway $249,000.00 General Obligation Certificates of Indebtedness, Series 2022A 08/12/2022 Zumbrota $3,120,000.00 General Obligation Street Reconstruction Bonds, Series 2021A 04/22/2021 Mound $8,470,000.00 General Obligation Bonds, Series 2020A 10/13/2020 Mayer $114,000.00 General Obligation Equipment Certificate, Series 2020A 09/14/2020 Mayer $3,370,000.00 General Obligation Capital Improvement Plan Bonds, Series 2021A 01/25/2021 Mayer $930,000.00 General Obligation Improvement Bonds, Series 2021B 04/26/2021 Minnetonka Beach $1,355,000.00 General Obligation Water Utility Revenue Bonds, Series 2020A 06/08/2020 Minnetonka Beach $1,185,000.00 General Obligation Utility Revenue and Refunding Bonds, Series 2021A 11/08/2021 Spring Park $2,120,000.00 General Obligation Bonds, Series 2022A 06/06/2022 Plymouth $6,920,000.00 Governmental Housing Project Refunding Bonds (City of Plymouth, Minnesota General Obligation), Series 2021A 09/23/2021 Eden Valley $1,225,000.00 General Obligation Improvement and Refunding Bonds, Series 2021C 11/03/2021 Brandon $729,000.00 General Obligation Refunding Bonds, Series 2021A 01/08/2021 Capitol Region Watershed District $1,880,000.00 General Obligation Refunding Bonds, Series 2021A 10/06/2021 Montgomery Economic Development Authority $2,615,000.00 Lease Revenue Bonds, Series 2022A 07/18/2022 Twin Lakes Township $790,000.00 General Obligation Utility Revenue Bonds, Series 2021A 05/05/2021 Watab $3,395,000.00 General Obligation Street Reconstruction Plan Bonds, Series 2021A 09/14/2021 Watab $930,000.00 General Obligation Improvement Bonds, Series 2022A 06/14/2022 Nowthen $2,680,000.00 General Obligation Bonds, Series 2021A 09/14/2021 Norwood Young America $4,580,000.00 Housing Revenue Refunding Bonds, Series 2020 (City of Norwood Young America, Minnesota General Obligation - Harbor at Peace)06/11/2020 Carver County Community Development Authority $3,015,000.00 Governmental Development Bonds (Carver County, MN-Unlimited Tax GO), Series 2021A 03/31/2021 Carver County Community Development Authority $4,000,000.00 Governmental Development Revenue Refunding Bonds (Carver County Unlimited Tax General Obligation), Series 2021B 03/31/2021 Carver County Community Development Authority $1,400,000.00 Governmental Development Refunding Bonds (Carver County Unlimited Tax General Obligation), Series 2021C 03/31/2021 Grand Lake $483,000.00 General Obligation Refunding Bond, Series 2021A 03/11/2021 Brookston $165,000.00 General Obligation Tax Abatement Bonds, Series 2021A 04/20/2021 Randolph $1,630,000.00 General Obligation Temporary Sewage Disposal System Bonds, Series 2021A 04/14/2021 Randolph $273,000.00 Taxable General Obligation Water Revenue and Refunding Bonds, Series 2021B 12/06/2021 Denmark Township $3,580,000.00 General Obligation Street Reconstruction Bonds, Series 2021A 05/03/2021 Cloquet Area Fire and Ambulance Special Taxing District $526,000.00 General Obligation Equipment Certificates, Series 2020A 01/14/2020 Glenwood Township $423,000.00 General Obligation Subordinate Service District Bonds, Series 2020A 10/26/2020 Glenwood Township $184,000.00 General Obligation Certificate of Indebtedness, Series 2022A 09/09/2022 Woodland $445,000.00 General Obligation Street Reconstruction Bonds, Series 2021A 05/07/2021 Long Lake Improvement District $187,000.00 General Obligation Revenue Bonds, Series 2022A 03/15/2022 Winona Health Services $18,964,000.00 Health Care Facilities Refunding Revenue Bond, Series 2021 10/06/2021 Number of Issues:304 Total Dollar Amount:$1,775,800,900 APPENDIX B: THREE-YEAR HISTORY OF MINNESOTA DEBT TRANSACTIONS 112 APPENDIX C: PROJECT TASKS & TIMELINE EXAMPLES 113 Proposal to the City of Golden Valley, MN & HRA Submitted by Ehlers - January 31, 2023 49 ________, 2022 RE: Proposal for a Long-Term Financial Management Plan Dear ______, On behalf of Ehlers, I am pleased to present this proposal to undertake customized long- term financial planning for ___________. We are deeply appreciative of the relationship we have built with the City and hope our past efforts, along with this proposal, demonstrate our team’s collective commitment and qualifications to deliver dynamic and practical financing planning – and to surpass your expectations for quality and value. We would be honored to serve you once again. We understand the City is considering major investments in street reconstruction, various City facilities and parks over the next five to ten years and is concerned about adding to the tax burden of its residents and businesses to fund these projects. Ehlers can assist the City in evaluating the cost of these projects, prioritizing them along with other City needs, and determining the impact on taxpayers of all of the City’s priorities. In addition, we can measure the impact of growth in the community to determine how the new tax base can offset some of these costs. We can accomplish this with a lloonngg--tteerrmm FFiinnaanncciiaall MMaannaaggeemmeenntt PPllaann for the governmental funds that will provide a strategy for funding the City’s priority projects and operations. It will let us ask, “What if?” For example, what if we delay a project? What if we need to add additional staff? What if we change our special assessment policy for street projects? The Financial Management Plan provides a tool to explore all these questions and develop a comprehensive funding strategy for the long-term operating and capital needs of the City. For over 60 years, Ehlers has helped municipal clients build strong and vibrant communities through financial planning, debt issuance and management, and economic development consulting services. IInn tthhee llaasstt ffiivvee yyeeaarrss aalloonn ee,, oouurr ffiirrmm hhaass ccoommpplleetteedd 110000++ lloonn gg--tteerrmm ffiinnaanncciiaall ppllaannss.. We appreciate the opportunity to work with the City of Cottage Grove to address your long-term funding needs. APPENDIX C: PROJECT TASKS & TIMELINE EXAMPLES - FMP 114 Proposal to the City of Golden Valley, MN & HRA Submitted by Ehlers - January 31, 2023 50 Page | 2 Financial Management Plan A Financial Management Plan (“FMP”) is a 10-year long-term operating budget and capital improvement plan with a funding strategy developed through facilitated discussions with staff and Council. It will guide the City’s financial future and determine how the City can fund its capital needs. This comprehensive fiscal plan will integrate the City’s: • Policy priorities • Capital Improvement Plans • Capital equipment needs • Existing and future debt and bond rating criteria • Tax base changes • Future operating expenses, including staffing and facilities needs • Alternative revenue sources Ehlers will build a customized Excel model for the City of Cottage Grove with cashflow projections for each fund that roll up into a summary forecast. We preliminarily propose including the following funds in the study: • General Fund • EDA Fund • Debt Service Funds (12 funds including the Closed Debt Fund) • Internal Service Funds (Insurance, Fleet, and IT) • Golf Course Fund • Ice Arena Fund • Equipment Replacement Fund • Municipal Building Fund • Park Trust and/or Park Capital Improvements Fund • Pavement Management Capital Project Fund As part of developing the FMP, Ehlers will engage the Council in facilitated discussions to describe the projections and develop consensus. By understanding the financial Model Inputs: CIP, Base Financial Information, Capital Needs and Growth Results: Individual Fund Cashflow Projections Decision Making: Master Model that shows impacts of financial decisions APPENDIX C: PROJECT TASKS & TIMELINE EXAMPLES - FMP 115 Proposal to the City of Golden Valley, MN & HRA Submitted by Ehlers - January 31, 2023 51 Page | 3 impacts of decisions, the Council can establish spending priorities and develop consensus about an acceptable level of property taxes and other revenues. The FMP will provide the Council and the public with an understanding how today’s decisions will affect constituents in the future. Staff and Council Meetings for the FMP Ehlers’ Scope of Work anticipates two meetings with staff and two meetings with the City Council. During the initial staff meeting, we will discuss policy issues prior to preparing a baseline model of the City’s financial condition that incorporates existing operations, new staff and initiatives, plus all proposed capital expenditures. This baseline model will show financial impacts related to fund balances, tax impacts and trends and will be reviewed in a second meeting with staff. After staff is comfortable with the projections and assumptions, we start the conversation with the Council. At the first meeting with the Council, we will show the financial impact of accomplishing all of the City’s goals and determine if priorities need to be set between competing funding demands. We also explore options for additional revenues. Based on staff and Council direction, we will then refine the FMP with up to two scenarios that alter the timing of capital projects, staffing additions and alternative revenue sources. After soliciting additional feedback, we will develop a fiscal strategy and make recommendations on financial policies at a second Council meeting or work session. Financial Management Plan Deliverables The FMP will deliver an achievable, comprehensive financial plan that has been reviewed by and agreed upon by the City Council. The FMP includes: • Annual projected budget numbers for each of the next 10 years • Inclusion of all capital improvements identified by the City • Inclusion of additional staffing and related equipment • Expected changes in the tax base • Facilitated Council discussions to reach consensus on prioritization of projects and potential new revenues • Presentation materials for Council and City use Most importantly, the FMP process will result in a feasible funding plan for all the City’s operations and capital projects that have a tax impact. A more detailed description of the FMP is attached in Appendix A. APPENDIX C: PROJECT TASKS & TIMELINE EXAMPLES - FMP 116 Proposal to the City of Golden Valley, MN & HRA Submitted by Ehlers - January 31, 2023 52 Page | 4 Project Team The Project Team for the FMP will consist of Stacie Kvilvang, Elizabeth Diaz and Kyle Sawyer. Together, this team has over 40 years of experience. Project Schedule The FMP schedule will be worked out with staff and timing of completion will depend on the availability of capital improvement plans, staffing plans and timing of Council workshop and meeting schedules. Proposed Cost Ehlers proposes to complete the FMP on an hourly basis at the hourly rate of $___. Based on the number of funds and our experience with the City, we anticipate the cost will be between $_______ and $______ and you will only be billed for actual time spent working on the FMP. The cost of the project may be included in future bond financing for one of the street projects. Ehlers is committed to delivering, and showing value, in our work. Thank you for engaging with us in your financial planning discussion. We appreciate your consideration and look forward to discussing how Ehlers can best serve the City. Sincerely, Stacie Kvilvang Senior Municipal Advisor APPENDIX C: PROJECT TASKS & TIMELINE EXAMPLES - FMP 117 Proposal to the City of Golden Valley, MN & HRA Submitted by Ehlers - January 31, 2023 53 Page | 5 Appendix A Scope of Work: Financial Management Plan The Financial Management Plan (“FMP”) will be completed in the following steps. Step 1. RReevviieeww CCiittyy’’ss ccuu rrrreenntt ffiinnaanncciiaall ppoossiittiioonn,, ppoolliicciieess aanndd pprraaccttiicceess. Step 2. AAggggrreeggaattee aanndd oouuttlliinnee aallll ffuuttuurree ccaappiittaall nneeeeddss aanndd pprrooggrraamm rreeqquueess ttss from the city’s departments. A comprehensive list of major capital items and operational needs will be developed with the staff leadership. Step 3. AAssssiisstt iinn iiddeennttiiff yyiinngg ootthheerr ppoolliiccyy iissssuueess ttoo bbee ddiissccuusssseedd aanndd eessttaabblliisshh aa ffrraammeewwoorrkk ffoorr ssuucchh ddiissccuussssiioonn .. Step 4. EEvvaalluuaattee tthh ee iimmppaacctt ooff aannyy ttaaxx bbaassee cchhaannggeess.. Potential changes in the tax base due to growth, redevelopment or anticipated business closures will be included in the FMP model, as well as expiring TIF Districts. Step 5. CCrreeaattee tthhee FFMMPP BBaassee MMooddeell that shows the impact of including all capital requests. The Model will follow the City’s financial statements and show projected ending cash balances for each fund for each of the next ten years. Step 6. AAnnaallyyzzee ooppttiioonnss to best meet the City’s needs. Options might include varying the timing of capital projects, changing capital funding policies, or modeling alternative revenue sources. The financial impact, including determining bond rating impact(s), of up to two scenarios will be shown. Step 7. PPrreeppaarree aann aacchhiieevvaabbllee,, ccoommpprreehheennssiivvee ffiinnaanncciiaall ppllaann that helps the City fund capital and operating priorities and builds Council consensus APPENDIX C: PROJECT TASKS & TIMELINE EXAMPLES - FMP 118 Proposal to the City of Golden Valley, MN & HRA Submitted by Ehlers - January 31, 2023 54 Project Approach Ehlers approaches its studies with a keen awareness that any adjustments to utility rates will impact all stakeholders: the residents and businesses who pay the bills, the City’s financial health, and City staff who need to implement and effectively communicate proposed rate changes. We work as a team with City staff and any identified consultants so that all aspects of the utilities are considered and factored into recommended rates. We also take complex data and modeling and break it down into a straight-forward format for the City Council to make informed decisions and effectively communicate rate impacts to their constituents. Scope of Work Ehlers will complete the proposed scope of work using a nine-step process. Our approach is flexible and has proven to deliver the information, recommendations, and facilitated discussions essential to setting utility rates with confidence and accuracy. Step 1. Conduct Project Kickoff Meeting At our initial meeting, Ehlers will work with staff to ensure that we fully understand your situation, including outstanding and planned debt issuance, short- and long-term goals, political and administrative concerns, and any policies to which we must adhere. Step 2. Gather Data Rate studies are a team effort. Ehlers will work with you to ensure we receive the required data. Information required to complete the study is listed below. While we already have APPENDIX C: PROJECT TASKS & TIMELINE EXAMPLES - UTILITY RATE STUDIES 119 Proposal to the City of Golden Valley, MN & HRA Submitted by Ehlers - January 31, 2023 55 much of this information in-hand or can easily obtain it from the City’s public website, there are some items that we will request directly from your staff. • Comp Plan • Current Capital Improvement Plan • DNR Pumping Reports for 2020 and 2021 calendar years • Projected growth estimates • Financial statements for the last three years • 2022 and 2023 budgets (if available) • Debt repayment schedules for all existing debt supported by the utility funds • Current year fee schedule • City ordinance that pertains to rate-setting • Other information as necessary Step 3. Review & Assemble a Capital Improvement Plan for the Utility Rate Study Ehlers will compile all related costs, including equipment, vehicles, road reconstruction and capital improvement projects within the City’s current CIP and discuss any anticipated placeholder needs beyond its current scope. Step 3 Deliverable: A refined 10-Year capital improvement plan for each utility fund Step 4. Analyze Existing Rate Structure & Complete the Utility Rate Study Model Ehlers will create a proforma cash flow analysis for each utility fund over the next ten years that includes: • Historical trends in revenues, expenditures and ending cash balances • Projected operating revenues and expenses including operations and maintenance costs, interest expense, depreciation and department servicing • Net operating income prior to debt and capital • Capital costs • Outstanding debt service The proforma cash flow will test the adequacy of existing rates and determine the revenue requirements for the water, sewer, and storm water funds. APPENDIX C: PROJECT TASKS & TIMELINE EXAMPLES - UTILITY RATE STUDIES 120 Proposal to the City of Golden Valley, MN & HRA Submitted by Ehlers - January 31, 2023 56 Step 4 Deliverable: A 10-year cashflow projection for each utility fund that identifies the revenues required to adequately fund capital projects, replacement reserves, annual operating expenses, debt service, and to build and maintain sufficient cash balances. These projections will mirror your financial statements to include an income statement and cashflow analysis. Step 5. Provide Rate Recommendations Ehlers will construct and deliver inflationary water, sewer, and storm water rate recommendations that meet the utility’s revenue requirements. Step 5 Deliverable: Recommended inflationary rate increases and sample rate impacts for residential, multifamily, and commercial customers. Step 6. Conduct Connection Fee Analysis Connection fees from new development will be an important revenue source for the infrastructure needed to serve that development. In this step, Ehlers will determine just and equitable connection fees to pay for the new capacity of the system. Step 6 Deliverable: Recommendations for the City’s water and sewer hook-up fees and storm water area charges. Step 7. Identify Appropriate Reserve Amounts & Financing Needs Ehlers will identify and address: • The use of debt vs. cash to pay for future capital improvements • Minimum cash balance for the utility funds & the level of depreciation to fund • Other issues the City wishes to explore Step 7 Deliverable: Recommended target cash reserves and a graph showing the projected cashflow vs. the target cashflow. We will build any proposed bonding into the cashflow projection. APPENDIX C: PROJECT TASKS & TIMELINE EXAMPLES - UTILITY RATE STUDIES 121 Proposal to the City of Golden Valley, MN & HRA Submitted by Ehlers - January 31, 2023 57 Step 8. Community Comparison Ehlers will work with staff to identify up to five neighboring and comparable communities with which we will compare the City’s water, sewer, and storm water rates. We will survey selected communities and compare utility fees charged for their single-family homes to those charged in the City. Further, we will compare development fees for a single-family home and a sample commercial or multifamily project. Step 8 Deliverables: A graph showing a sample residential customer’s utility bill compared with the same sample customer in selected neighboring and KFS communities. A chart and graph showing development fees in the selected communities plus the City for both a sample single-family home and a commercial or multifamily project of the City’s choosing. Step 9. Deliver Presentations & Report We recommend initially presenting the rate study to the City Council at a work session. Doing so will offer an interactive opportunity to detail our findings, recommend rate options, and solicit policymaker feedback. Ehlers will incorporate Council feedback from the work session into a final recommendation for utility rates, which will then be communicated in a final report provided for the benefit of the City and its community members. Both the presentation and report will synthesize study mechanics and findings into easy-to-understand graphics and talking points. Step 9 Deliverables: A Power Point presentation and facilitated discussion with the City Council. An Executive Summary report memorializing the customized recommendations and addressing each utility fund’s revenue demands, annual adjustments, cash balance policies and the timing of capital improvements. Project Schedule The utility rate study can typically be completed within ten weeks, depending on the availability of capital improvement plans and City Council workshop and meeting schedules. APPENDIX C: PROJECT TASKS & TIMELINE EXAMPLES - UTILITY RATE STUDIES 122 Proposal to the City of Golden Valley, MN & HRA Submitted by Ehlers - January 31, 2023 58 Proposal to the City of Mendota Heights, Minnesota Submitted by Ehlers - May 5, 2021 21 Project Schedule Ehlers is available to commence work within two weeks of contract execution, as required in the RFP. We anticipate the rate study to be completed within 14 weeks, depending on Council workshop and schedule availability. The below calendar illustrates the project schedule: Estimated Project Schedule 1 2 3 4 5 6 7 8 9 10 11 12 13 14 STEP 1 Solicit Feedback on City Objectives STEP 9 Quality Assurance STEP 2 Gather Data from City Sta STEP 3 Review CIP STEP 4 Best Practices/Community Comparison STEP 7 Meeting with Sta to Review Preliminary Results STEP 8 Identify Reserves and Financing Needs STEP 10 Meet with Sta STEP 11 First Council Presentation and Incorporate Feedback STEP 5 Complete Rate Study STEP 6 Long Range Cashfow Analysis STEP 12 Second Council Presentation WEEKS DESCRIPTION SECTION G: PROJECT SCHEDULE APPENDIX C: PROJECT TASKS & TIMELINE EXAMPLES - UTILITY RATE STUDIES 123 Proposal to the City of Golden Valley, MN & HRA Submitted by Ehlers - January 31, 2023 59 Issuing public debt consists of a process with distinct steps. Below is a general overview of the primary tasks, the professionals with whom you’ll collaborate, and timelines for completion. General Approach Overview: How It Works: THE BOND ISSUANCE PROCESS Develop Financing Plan Draft Financing Documents Obtain Governing Body Approvals Seek Credit Rating Market & Sell Bonds Complete Bond Closing Fulfill Post- Issuance Obligations DEVELOP FINANCING PLAN DRAFT FINANCING DOCUMENTS OBTAIN GOVERNING BODY APPROVALS TASKS TASKS TASKS TEAM TEAM TEAM TIMELINE TIMELINE TIMELINE 1. Analyze financing feasibility 2. Select type of obligation & statutory authority(ies) 3. Develop preliminary size & structure 4. Determine method of sale 5. Establish preliminary terms & conditions 6. Review City’s Investment Policy 7. Complete investment draw-down schedule 8. Review for arbitrage considerations (tax-exempt only) 1. Draft & complete documents authorizing issuance and sale of the obligations and the primary offering (as needed) and disclosure documents to market the issue. 2. Complete quality control review 3. Review for existing policies & procedures for debt issuance & management 1. Prepare & adopt any plans required per statute for authorization 2. Submit Pre-Sale Report & Authorizing Resolution to City Council for authorization to proceed with and issue debt Client Ehlers Municipal Advisor Investment Adviser Arbitrage Consultant Bond Counsel Client Ehlers Bond Counsel Client Ehlers Bond Counsel 6 Weeks to 6 Months+ 6 weeks 3 weeks APPENDIX C: PROJECT TASKS & TIMELINE EXAMPLES - DEBT ISSUANCE/MANAGEMENT 124 Proposal to the City of Golden Valley, MN & HRA Submitted by Ehlers - January 31, 2023 60 SEEK CREDIT RATING AND/OR ENHANCEMENT MARKET & SELL BONDS COORDINATE BOND CLOSING FULFILL POST-ISSUANCE OBLIGATIONS TASKS TASKS TASKS TASKS TEAM TEAM TEAM TEAM TIMELINE TIMELINE TIMELINE TIMELINE 1. Review any need for or advisability of bond insurance 2. Prepare and submit application for State or other forms of credit enhancement 3. Submit request to rating agency for a rating call 4. Prepare presentation materials 5. Review analyst inquiry and draft responses for questions and any others most likely to be asked 6. Participate in rating call & report preparation 1. Distribute Preliminary Official Statement to, post POS to EMMA and any other information repositories 2. Review bids for compliance with terms of sale 3. Compile bid tabulation & recommend bid award 4. Draft Final Issuance, Sale & Award Document for governing body approval 5. Prepare & distribute Final Official Statement 1. Draft closing documents: • Closing Memo • Closing Certificates 2. Execute closing documents 3. Coordinate & confirm delivery on bond proceeds to Client Account(s) 4. Remit payments for costs of issuance 1. Monitor & adjust bond proceeds investment portfolio, as needed 2. Remit bond payments 3. Conduct arbitrage rebate monitoring & reporting 4. Remit arbitrage rebate payments, as required 5. Complete & disseminate continuing disclosures per the terms of Continuing Disclosure Agreement, including: • Audited Financial Statements • Operating Data (as required) • Required & Voluntary Event Notices 6. Monitor market conditions for refunding opportunities 7. Monitor for compliance with covenants 8. Prepare for credit rating surveillance calls 9. Compile & maintain records, as required Client Ehlers Bond Counsel Client Ehlers Bond Counsel Client Ehlers Municipal Advisor Investment Adviser Bond Counsel Client Governing Body DTCC Underwriter Client Ehlers Municipal Advisor Investment Adviser Dissemination Agent Arbitrage Consultant 3 weeks 2 weeks 2-4 weeks Life of the obligations APPENDIX C: PROJECT TASKS & TIMELINE EXAMPLES - DEBT ISSUANCE/MANAGEMENT 125 Proposal to the City of Golden Valley, MN & HRA Submitted by Ehlers - January 31, 2023 61 Bond Transaction Participants & Roles: ARBITRAGE CONSULTANT (TAX-EXEMPT DEBT)EHLERS • Monitors arbitrage position & cash flows • Maintains tracking log of key arbitrage dates & allowable investment yields • Completes arbitrage reporting • Advises issuer on IRS inquiries and/or audits • Compensated via direct service contract with issuer PAYING AGENT EHLERS BOND TRUST SERVICES • Facilitates the collection & distribution of funds for bond payments • Holds trust powers • Compensated via direct service contract with issuer, payable over the life of the bonds DISSEMINATION AGENT EHLERS • Prepares & remits required and voluntary continuing disclosures on behalf of the issuer • Ensures past compliance efforts accurately reflected in official statements • Respond to underwriter inquiries regarding past compliance • Compensated via direct service contract with issuer, payable over the life of the bonds INVESTMENT ADVISER EHLERS INVESTMENT PARTNERS • Advises issuer on investment of bond proceeds • Establishes & manages investment portfolio(s) on behalf of client • Compensated via direct, flat or % of assets-based fee agreement UNDERWRITER TBD • Initial purchaser of bonds & sells to investors • Represents its own commercial interests • Compensated via underwriter discount on bond purchase RATING AGENCY NAME OF RATING AGENCY • Renders independent credit assessment of issuer & transaction • Monitors issue via ongoing surveillance • Compensated via direct payment from issuer, but does not represent issuer MUNICIPAL ADVISOR EHLERS • Advises on all aspects of financing plan & calendar • Recommends bond structure, size, timing, terms & method of sale • Prepares official statement & disclosure documents, if not prepared by another party • Compensated via flat fee from bond proceeds BOND COUNSEL TEAM • Provides validity, tax & other opinions • Helps support debt authorization under state and federal law • Assists with completing certain sections of the Official Statement • Prepares Agenda Language, Authorizing Resolution, Legal Opinion, Closing Documents & Continuing Disclosure Agreement • Compensated via flat fee from bond proceeds APPENDIX C: PROJECT TASKS & TIMELINE EXAMPLES - DEBT ISSUANCE/MANAGEMENT 126 Proposal to the City of Golden Valley, MN & HRA Submitted by Ehlers - January 31, 2023 62 Delivery Date Original PAR Amount Issue Name Arbitrage Yield Arbitrage Status Field/Category Last Report Type Last Report Date Next Report Type Next Report Date Next Report Fee Final Outstanding Maturity 05/20/2009 $1,450,000.00 General Obligation Tax Increment Refunding Bonds, Series 2009B 2.74626500 Active / Rebate Ten year 06/05/2019 Final 03/01/2022 $3,000.00 03/01/2022 1 10/12/2011 $1,485,000.00 General Obligation Improvement Bonds, Series 2011A 2.15248260 Active / Rebate Five year 10/27/2016 Ten year 10/12/2021 $4,000.00 02/01/2027 2 06/19/2012 $7,880,000.00 General Obligation Improvement and Refunding Bonds, Series 2012A 1.43000394 Active / Rebate Five year 06/28/2017 Ten year 06/19/2022 $4,000.00 02/01/2028 3 02/14/2013 $6,275,000.00 General Obligation Parks and Open Space Refunding Bonds, Series 2013B 1.65077464 Active / Rebate Five year 02/16/2018 Ten year 02/14/2023 $4,000.00 02/01/2027 4 02/14/2013 $16,015,000.00 General Obligation Tax Abatement Bonds, Series 2013A 2.40815115 Active / Rebate Five year 02/19/2018 Ten year 02/14/2023 $4,000.00 02/01/2035 5 11/04/2014 $4,345,000.00 General Obligation Bonds, Series 2014A 1.78884620 Active / Rebate Five year 11/19/2019 Ten year 11/04/2024 $4,000.00 02/01/2030 6 06/03/2015 $4,800,000.00 General Obligation Improvement Bonds, Series 2015A 2.21614537 Active / Small Issuer Five year 06/11/2020 Ten year 06/03/2025 $4,000.00 02/01/2031 7 07/06/2016 $3,595,000.00 General Obligation Improvement Bonds, Series 2016A 1.92344276 Active / Small Issuer Five year 07/15/2021 Ten year 07/06/2026 $4,000.00 02/01/2032 8 08/17/2017 $2,345,000.00 General Obligation Improvement Bonds, Series 2017A 2.12844878 Active / Small Issuer Five year 08/17/2022 $5,000.00 02/01/2033 09/13/2018 $14,495,000.00 General Obligation Bonds, Series 2018A 3.13283314 Active / Rebate Five year 09/13/2023 $5,000.00 02/01/2040 05/30/2019 $1,500,000.00 General Obligation Improvement Bonds, Series 2019A 2.11370096 Active / Small Issuer Five year 05/30/2024 $5,000.00 02/01/2035 12/30/2020 $7,015,000.00 General Obligation Bonds, Series 2020A 0.68990598 Active / Rebate Five year 12/30/2025 $5,000.00 02/01/2036 9 05/01/2002 $1,810,000.00 General Obligation Tax Increment Bonds, Series 2002A Not Monitoring-Ehlers 03/01/2022 11/18/2010 $7,680,000.00 Taxable GO Capital Improvement Plan Bonds, Series 2010A (Build America Bonds - Direct Pay) Not Monitoring-Ehlers 02/01/2021 1 2 3 4 5 6 7 8 9 Need to keep an eye on the general fund portfolio returns as this is a very low bond issue (may need to look at a 3 or 4 year interim report). Still maintains an excess debt service fund balance as of 02/14/18, however, the fee is reduced as it is only a debt service only report. Previously maintained an excess debt service fund balance as of 02/14/18, however, the fee is reduced as it is only a debt service only report and it may be even cheaper. Still maintains an excess debt service fund balance as of 11/04/19, however, the fee is reduced as it is only a debt service only report. Still maintains an excess debt service fund balance as of 06/03/20, however, the fee is reduced as it is only a debt service only report. Still maintains an excess debt service fund balance as of 07/06/21, however, the fee is reduced as it is only a debt service only report. Woodbury | City of | MN | Washington County Outstanding Debt Arbitrage Calendar as of July 30, 2021 Still maintains an excess debt service fund balance as of 05/20/19, however, the fee is reduced as it is only a roughly 3-year report. Still maintains an excess debt service fund balance as of 10/12/16, however, the fee is reduced as it is only a debt service only report. Still maintains an excess debt service fund balance as of 06/19/17, however, the fee is reduced as it is only a debt service only report. APPENDIX C: PROJECT TASKS & TIMELINE EXAMPLES - ARBITRAGE 127 Proposal to the City of Golden Valley, MN & HRA Submitted by Ehlers - January 31, 2023 63 APPENDIX C: PROJECT TASKS & TIMELINE EXAMPLES - ECONOMIC DEVELOPMENT 128 Proposal to the City of Golden Valley, MN & HRA Submitted by Ehlers - January 31, 2023 64 EXAMPLE ONLY FOR ILLUSTRATIVE PURPOSES Schedule of Events City of Bloomington Hennepin County, Minnesota For the proposed Modification to the Development Program for Development District No. 2 & the proposed establishment of Tax Increment Financing District No. 2-1 (a housing district) Draft as of October 31, 2022 November 18, 2022 Project information, property identification numbers, fiscal impacts and maps sent to Ehlers for drafting documentation. Ehlers confirms whether building permits have been issued on the property to be included in the TIF District. December 5, 2022 Letter received by County Commissioner giving notice of potential housing TIF district (at least 30 days prior to publication of public hearing notice). [Ehlers will distribute.] December 13, 2022 Ehlers conducts internal review of Plans. December 16, 2022 Fiscal/economic implications received by School Board Clerk and County Auditor (at least 30 days prior to public hearing) and County receives information for review of county road impacts. [Ehlers will distribute.] *The County Board, by law, has 45 days to review the TIF Plan to determine if any county roads will be impacted by the development. Because City staff believes that the proposed TIF district will not require unplanned county road improvements, the TIF Plan was not forwarded to the County Board 45 days prior to the public hearing. Please be aware the County Board could claim that tax increment should be used for county roads, even after the public hearing. January 5, 2023 Publication of hearing notice and map in the Bloomington Sun Current (at least 10 days but not more than 30 days prior to hearing). [Ehlers will submit notice, map and instructions. Publication deadline: December 28, 2022.] APPENDIX C: PROJECT TASKS & TIMELINE EXAMPLES - TIF/TID 129 Proposal to the City of Golden Valley, MN & HRA Submitted by Ehlers - January 31, 2023 65 January 16, 2023 City Council holds public hearing at 6:00 PM on the modification to the Development Program for Development District No. 2 and the proposed establishment of Tax Increment Financing District No. 2-1 and considers a resolution approving the Plans. [Ehlers and attorney provide packet information January 9, 2023.] City considers an Interfund Loan resolution in connection with the TIF District. January 17, 2023 City may issue building permits. Before June 30, 2023 Ehlers files the Plans with the MN Department of Revenue, Office of the State Auditor, and requests certification of the TIF District with the County. An action under subdivision 1, paragraph (a), contesting the validity of a determination by an authority under section 469.175, subdivision 3, must be commenced within the later of: (1) 180 days after the municipality's approval under section 469.175, subdivision 3; or (2) 90 days after the request for certification of the district is filed with the county auditor under section 469.177, subdivision 1. APPENDIX C: PROJECT TASKS & TIMELINE EXAMPLES - TIF/TID 130 Ehlers 3060 Centre Point Drive Roseville, MN 55113 Municipal Advisor Registration Number: K0165 SEC CIK Number: 0001604197 ehlers-inc.com November 2, 2023 AMENDED COST PROPOSAL FOR: The City of Golden Valley, Minnesota EHLERS’ ADVISORS: Jason Aarsvold Senior Municipal Advisor jaarsvold@ehlers-inc.com 651-697-8512 Stacie Kvilvang Senior Municipal Advisor skvilvang@ehlers-inc.com 651-697-8506 Dan Tienter Municipal Advisor dtienter@ehlers-inc.com 651-697-8537 131 Amended Cost Proposal for the City of Golden Valley, Minnesota Submitted by Ehlers - November 2, 2023 2 Cost Proposal Ehlers has adjusted a number of fees for various services since our original proposal submission, dated January 31, 2023. Ehlers may not always be the price leader for financial advisory services. We are the value leader. The following attributes demonstrate the value that sets us apart from competing firms: »Entirely local client service teams with unsurpassed technical skill sets across all aspects of the City’s desired scope of services who work collaboratively to deliver creative, yet practical, solutions. »Firm-wide commitment to client service, with advisory and support teams structured to provide the highest level of availability to ensure client needs are met. »First-hand experience in governmental leadership roles, including finance and community development. »An integrated and comprehensive suite of advisory solutions that make the whole greater than the sum of its parts. One call solves it all. Our fee/cost schedules relative to the scope of services is as follows: Not-to-Exceed Total Fee Amount Based on the three-year term of the engagement, Ehlers and Associates, Inc., proposes a not-to- exceed lump sum fee of $300,000 for municipal advisor services detailed in the City’s Scope of Services. Our estimate is based on the assumption the City executes on its adopted Capital Improvement Plan and its LOST proposal is approved in its entirety by voters on November 7, 2023. Please note: investment advisory services are provided under separate engagement contract through our affiliate entity, Ehlers Investment Partners, LLC. Our not-to-exceed fee does not include any potential investment advisory fee during the three-year contract period. Similarly, we did not include developer-funded fees related to development consulting such as TIF district creation, negotiations with developers, proforma review, contract review, memorandums and meeting attendance. The City will retain full control over the selected advisor’s role and billable work over the period of the engagement. Therefore, the City will exercise significant influence over the total cost. In all occasions, our fees (actual, not-to-exceed, and/or estimated) will be clearly communicated to the City prior to proceeding with any scope(s) of work. We want to ensure the City it will never be in a position to receive an invoice for anything unexpected that may greatly exceed the anticipated (and stated) cost of any project. Put simply, we work on billable projects when you authorize us to, and the City will know the cost of those projects prior to providing that authorization. A not- to-exceed amount for this type of engagement is generally not applicable, as we work at your discretion and bill under the fee structure of this proposal. AMENDED COST PROPOSAL 132 Amended Cost Proposal for the City of Golden Valley, Minnesota Submitted by Ehlers - November 2, 2023 3 There are occasions under pure hourly engagements where we cannot precisely know the extent of billable time. These are often development-related, with the City’s consulting fees largely paid from a developer deposit, which mitigates/eliminates the City’s risk of costs exceeding any budget. If Ehlers is the firm selected for the engagement, we are happy to discuss more specific details that would allow us to provide a more precise not-to-exceed total fee amount that could be memorialized in a contract/professional services agreement. 1. Fees per Bond Issue (New Money) General Obligation Bonds & Capital Notes: Par Amount Fee/$1,000 Minimum/Base Fee = $13,000 First $2 million $3.50 Next $3 million $2.75 Next $5 million $2.00 Next $10 million $1.00 Next $30 million $0.50 Next $50 million $0.10 Over $100 million $0.05 Examples: Bond Size Total Fee $1 million $16,500 [$13,000 + (1,000 x $3.50)] $2 million $20,000 [$13,000 + (2,000 x $3.50)] $5 million $28,250 [$20,000 + (3,000 x $2.75)] $10 million $38,250 [$28,250 + (5,000 x $2.00)] $20 million $48,250 [$38,250 + (10,000 x $1.00)] SECTION J: COST PROPOSAL 133 Amended Cost Proposal for the City of Golden Valley, Minnesota Submitted by Ehlers - November 2, 2023 4 Other New Money Obligations: Obligation Type % of G.O. Bond Fee Schedule Revenue Bonds 125% Lease Revenue Bonds & COPs 125% Equipment Install & Sale/Leaseback 100% 2. Fees per Bond Issue (Refunding or Combined Refunding/New Money) Par Amount Fee/$1,000 Minimum/Base Fee = $13,000 First $2 million $3.50 Next $3 million $2.75 Next $5 million $2.00 Next $10 million $1.00 Next $30 million $0.50 Next $50 million $0.10 Over $100 million $0.05 »Ehlers will not assess additional fees for multi-purpose issues during the duration of the proposed three-year engagement period. »Contemporaneously sold issues with the same security are charged with the largest issue at full fee and all other issues at 80% of the fee schedule. »Advance refunding issues require an additional $2,500 for added technical support per issue. »Use of open market securities within a defeasance escrow requires an additional $750 per escrow. »Debt issues not requiring an official statement shall carry fees at 80% of the applicable fee for general or revenue-secured obligations that require an official statement, but in no case less than $7,500. »Ehlers will charge flat fees of $1,500 - $5,000 in addition to the standard bond fee for authoring of or consultation on planning documents or reports required for authorization of debt issuance, which fee shall include meeting attendance (i.e. Capital Improvement Plans, SECTION J: COST PROPOSAL 134 Amended Cost Proposal for the City of Golden Valley, Minnesota Submitted by Ehlers - November 2, 2023 5 Street Reconstruction Plans, Tax Abatement, etc.). Such fee and scope of work shall be agreed upon between Client and Ehlers in advance. Golden Valley will be responsible for credit rating fees, legal services, publication of notices (if any), paying agent fees (if any), escrow agent fees (if any), verification agent (if any), and any fees charged by third parties for information required for the official statement.3. Non-Bond Related Fees Most non-bond related advisory services requested by Golden Valley will be billed on an hourly basis, according to the following rates: Position Rate Senior Municipal Advisor $275/hour Municipal Advisor $250/hour Financial Analyst $225/hour Senior Fiscal Consultant $260/hour Fiscal Consultant $235/hour Ehlers reserve the right to adjust hourly rates not more than annually. The City will be notified of any changes to hourly rates in the year prior to implementation of changes that would begin January of the effective year. Specific to the requirements of the RFP, Ehlers will assess fees for non-bond related services according to the following schedule: Scope of Work Fee Structure 3.a. Financial Management Planning, Financial Analysis and Debt Management. Financial Management Plans, Utility Rate Studies and other fiscal studies are generally quoted on a flat-fee or hourly not to exceed basis. We will prepare an estimate and obtain City approval prior to commencing work. Estimate ranges, depending on scope and data, are as follows: Financal Management Plans: $10,000 - $50,000 Utility Rate Studies: $10,000 - $50,000 Debt Management is generally part of our all-inclusive debt issuance fees. 135 Amended Cost Proposal for the City of Golden Valley, Minnesota Submitted by Ehlers - November 2, 2023 6 Scope of Work Fee Structure 3.b. Capital Budget Programming Capital Budget Programming is generally a part of our all-inclusive debt issuance fees. However, If this service is completely independent of any debt planning, Ehlers will bill hourly at the rates stated above. 3.c. Debt Issue Development and Oversight Unless special circumstances warrant, this services is provided as part of our all-inclusive debt issuance fees. 3.d. Investment Program, Arbitrage Rebate Management and Continuing Disclosures Investment Management, Arbitrage Consulting and Continuing Disclosure Services fees are set forth below. Please note: Investment Services require a separate engagement contract with our affiliate, Ehlers Investment Partners, LLC. Investment Advisory Fees Please note that our Investment Advisory fees are all inclusive of certain other services, which may include Arbitrage Consulting when investing bond proceeds. Fees will be assessed via the following schedule: Assets Under Management (AUM)Fee First $50 million 0.12% Next $50 million 0.09% $100 million and up 0.07% Arbitrage Consulting Fees If the City chooses Arbitrage Consulting services on a stand-alone basis, the following fixed-fee analysis schedule applies: Maximum Fee Analysis Coverage $1,000 Spending Exceptions $3,750 Arbitrage Reporting »Per 5-year analysis period »Prorated for interim reports $1,000 Arbitrage Review »Per analysis »Up to 5 years SECTION J: COST PROPOSAL 136 Amended Cost Proposal for the City of Golden Valley, Minnesota Submitted by Ehlers - November 2, 2023 7 Ehlers will charge $300 per hour for Arbitrage Consulting services outside of the fixed-fee analysis schedule. Continuing Disclosure Fees Ehlers will assess Continuing Disclosure fees as follows: Continuing Disclosure Undertakings (CDUs)Annual Fee 1-3 CDUs $3,150 4-6 CDUs $3,700 7+ CDUs $4,250 Limited Disclosures $850 Periodic Filings $500 Scope of Work Fee Structure 3.e. Economic Development Financial Analysis, Program Development, and Management and Financial Reporting for the City & HRA These services are generally quoted on a flat- fee or hourly not to exceed basis. We will prepare an estimate and obtain City approval prior to commencing work. Estimate ranges, depending on complexity, are as follows: TIF District Creation/Modification Redevelopment/Renewal & Renovation: $12,500 - $15,000 Housing: $10,500 Other: $10,500 - $15,000 4. Estimated Out-of-Pocket Expense per Issue Ehlers does not charge for reimbursable expenses, mileage/travel, or out-of-pocket costs related to debt issuance. 5. Related Fees or Charges Not Described Above None. SECTION J: COST PROPOSAL 137 EXECUTIVE SUMMARY Community Development 763-512-2345 / 763-512-2344 (fax) Golden Valley City Council Meeting December 19, 2023 Agenda Item 3F.1. Adopt Resolution No. 23-106 to Accept 2023 Hennepin County Planning Grant Award Prepared By Myles Campbell, Planner Summary Hennepin County, as part of its grants programming, offers funding to municipalities to support long- range planning studies. The City of Golden Valley's Community Development department, as part of its ongoing downtown planning effort and it's coordination with Public Works, applied for and was awarded $50,000 that would be available to defray the cost of hiring a private consulting firm to conduct a streetscape and wayfinding plan for downtown. This work would build off previous projects, such as the 3-phase downtown redevelopment study completed in 2021, and would more deeply examine how the city should improve downtown at the pedestrian level. City staff envision both a final product in the form of a report that covers existing conditions, best practices and recommendations, as well as a broad engagement process that connects the plan with local business and resident interests. Financial or Budget Considerations The award does require a match from the City, in this case up to $35,000 which has already been allocated in the 2024 Capital Improvement Plan budget. Legal Considerations Funding from Hennepin County would be disbursed directly to the selected consultant. A separate contract with the consultant will be needed once the consultant has been selected through Hennepin County. We will work with legal on the review of the contract for services. Equity Considerations Improving downtown's accessibility and navigability for pedestrians will help to create a more inviting built environment for all, but especially those who rely on other modes of transportation besides a personal vehicle. Recommended Action Motion to adopt Resolution No. 23-106 to accept the award funding from Hennepin County's Business Development Initiative Fund for a Streetscape and Wayfinding Plan for downtown. 138 Supporting Documents Resolution 23-106 Accepting Hennepin Planning Grant 139 RESOLUTION NO. 23-106 RESOLUTION ACCEPTING AWARD FUNDING FOR PROFESSIONAL PLANNING SERVICES FROM HENNEPIN COUNTY WHEREAS,Minnesota Statute 465.03 allows cities to accept grants and donations of real or personal property for the benefit of its citizens in accordance with the terms prescribed by the grantor or donor, and, WHEREAS,the award is to allow for financial assistance associated with hiring a private consultant to conduct a downtown streetscape and wayfinding study, and, WHEREAS,improvements to downtown have been identified in both the City’s 2040 Comprehensive Plan and long-range budgets, and, WHEREAS,the City Grants Policy states that a gift of real or personal property must be accepted by the City Council by resolution and be approved by a two-thirds majority of the Council, and NOW, THEREFORE, BE IT RESOLVED,that the City Council accepts the following award of matching funds from Hennepin County for up to $50,000 and authorizes the Mayor or his representatives to sign the grant agreement. Adopted by the City Council this 19thday of December, 2023. _____________________________ Shepard M. Harris, Mayor ATTEST: _____________________________ Theresa Schyma, City Clerk 140 EXECUTIVE SUMMARY Administrative Services 763-512-2345 / 763-512-2344 (fax) Golden Valley City Council Meeting December 19, 2023 Agenda Item 3F.2. Adopt Resolution No. 23-107, Accepting Donations of Ongoing Donations Prepared By Sue Virnig, Finance Director Summary This resolution is for acceptance of donations received throughout the year for ongoing programs that are approved at year end. The period collected is from December 11, 2022 through December 11, 2023. There are two reports: (1) for the Community Services Commission -CSC $10,074 and (2) for the Noah Joynes Youth Recreation Fund for $5,005. Financial or Budget Considerations Funds will be keep and distributed to those approved organizations in 2024. Legal Considerations The following donations are legally acceptable for the programs described above. Equity Considerations The donations are accepted and allocated to those organizations that help residents of Golden Valley in need. This organization follows all four pillars of the Golden Valley Equity Plan. Recommended Action Motion to adopt Resolution No. 23-107 Accepting Donations for Ongoing Programs. Supporting Documents Noah_Joynes_Rec_Fund_Donations_121122-121123.pdf GVCSC_Fund_Donations__121122-121123.pdf Resolution 23-107 Accepting Donations for Ongoing Programs.docx 141 Page: 1 of 1 Noah Joynes Youth Recreation Fund Donations GVHSF Donations - Names only Service Item Date Receipt #User Quantity Fee Amt Disc Amt Tax Amt Net Fees Tax Deductible Donation For Noah Joynes 12/13/2022 153035 Kwiinikainen 1 1,555.00 0.00 0.00 1,555.00 Name Gotta Go Gotta Throw Inc. 01/23/2023 157831 Kwiinikainen 1 360.00 0.00 0.00 360.00 Name Fred & Leslie Knight 02/05/2023 159529 WWW 1 200.00 0.00 0.00 200.00 Name Don Taylor 03/08/2023 163153 WWW 1 20.00 0.00 0.00 20.00 Name Johnson 11/21/2023 184517 dostdiek 1 2,870.00 0.00 0.00 2,870.00 Name Integrity Life Insurance Company 5,005.00 0.00 0.00 5 5,005.00 Report Grand Totals 5,005.00 0.00 0.00 5 5,005.00 Report Summary Totals Total Transactions: 5 Service Items with a Transaction: 1 City of Golden Valley User: svansloun Run Date/Time: 12/13/2023 @ 3:17 pm142 Page: 1 of 7 GVCSC Fund Donations GVHSF Donations - Names only Service Item Date Receipt #User Quantity Fee Amt Disc Amt Tax Amt Net Fees GVHSF Donation 12/12/2022 152914 Kwiinikainen 1 50.00 0.00 0.00 50.00 Name Ellen B. Hughes 12/12/2022 152915 Kwiinikainen 1 15.00 0.00 0.00 15.00 Name Natalie and Tim Rice 12/12/2022 152916 Kwiinikainen 1 30.00 0.00 0.00 30.00 Name Shirley and Dennis Gustner 12/12/2022 152917 Kwiinikainen 1 50.00 0.00 0.00 50.00 Name Richard and Elsa Peet 12/12/2022 152939 Kwiinikainen 1 20.00 0.00 0.00 20.00 Name Scott Weisberg 12/12/2022 152940 Kwiinikainen 1 50.00 0.00 0.00 50.00 Name Bill and Jacquie Rudelius 12/12/2022 152941 Kwiinikainen 1 50.00 0.00 0.00 50.00 Name Patrick O'Rourke 12/12/2022 152951 Kwiinikainen 1 30.00 0.00 0.00 30.00 Name Sharon Toll 12/14/2022 153084 dostdiek 1 20.00 0.00 0.00 20.00 Name Dawn Laine 12/14/2022 153085 dostdiek 1 20.00 0.00 0.00 20.00 Name Chuck Myers 12/14/2022 153106 Kwiinikainen 1 30.00 0.00 0.00 30.00 Name Steven Schmidgall 12/14/2022 153107 Kwiinikainen 1 20.00 0.00 0.00 20.00 Name Virginia Hauke 12/14/2022 153108 Kwiinikainen 1 40.00 0.00 0.00 40.00 Name Trudy Lerner 12/14/2022 153109 Kwiinikainen 1 50.00 0.00 0.00 50.00 Name Wendy Weirich 12/14/2022 153111 Kwiinikainen 1 300.00 0.00 0.00 300.00 Name Kelly Kabat 12/14/2022 153112 Kwiinikainen 1 20.00 0.00 0.00 20.00 Name D. Juliar 12/15/2022 153170 dostdiek 1 30.00 0.00 0.00 30.00 Name James Mornes 12/15/2022 153171 dostdiek 1 75.00 0.00 0.00 75.00 Name Derek, Alysa & Madeline More 12/16/2022 153247 Kwiinikainen 1 50.00 0.00 0.00 50.00 Name Elsa Perushek 12/16/2022 153248 Kwiinikainen 1 20.00 0.00 0.00 20.00 Name Suzann and Matt Swaggert 12/19/2022 153488 dostdiek 1 100.00 0.00 0.00 100.00 Name Thomas & Kathryn Skalitzky City of Golden Valley User: svansloun Run Date/Time: 12/13/2023 @ 3:21 pm143 Page: 2 of 7 GVCSC Fund Donations GVHSF Donations - Names only Service Item Date Receipt #User Quantity Fee Amt Disc Amt Tax Amt Net Fees GVHSF Donation 12/19/2022 153541 dostdiek 1 50.00 0.00 0.00 50.00 Name Susanne Herberg 12/19/2022 153552 Kwiinikainen 1 200.00 0.00 0.00 200.00 Name Greg La Plante 12/19/2022 153553 Kwiinikainen 1 50.00 0.00 0.00 50.00 Name Andy Haile 12/19/2022 153572 Kwiinikainen 1 30.00 0.00 0.00 30.00 Name LPL Financial 12/20/2022 153606 dostdiek 1 20.00 0.00 0.00 20.00 Name Steven Collin 12/20/2022 153607 dostdiek 1 10.00 0.00 0.00 10.00 Name Dennis Flom 12/20/2022 153608 dostdiek 1 50.00 0.00 0.00 50.00 Name Emmett Carpel 12/20/2022 153609 dostdiek 1 20.00 0.00 0.00 20.00 Name Janel & Michael Carr 12/20/2022 153610 dostdiek 1 20.00 0.00 0.00 20.00 Name Joyce Mainerich 12/20/2022 153611 dostdiek 1 30.00 0.00 0.00 30.00 Name Roxy Benthin 12/20/2022 153637 Kwiinikainen 1 30.00 0.00 0.00 30.00 Name Nancy Hannan 12/22/2022 153895 Kwiinikainen 1 25.00 0.00 0.00 25.00 Name Ernst Brombacher 12/22/2022 153896 Kwiinikainen 1 30.00 0.00 0.00 30.00 Name Jim Sherburne 12/27/2022 154067 dostdiek 1 50.00 0.00 0.00 50.00 Name Deborah Eisenstadt 12/27/2022 154068 dostdiek 1 75.00 0.00 0.00 75.00 Name James & Mary Sanford 12/27/2022 154071 dostdiek 1 100.00 0.00 0.00 100.00 Name Sheva & Thomas Sanders 12/27/2022 154072 dostdiek 1 30.00 0.00 0.00 30.00 Name Barry Schaub 12/27/2022 154073 dostdiek 1 25.00 0.00 0.00 25.00 Name Stephen Pesavento 12/27/2022 154074 dostdiek 1 50.00 0.00 0.00 50.00 Name David Johnston 12/27/2022 154077 dostdiek 1 2,500.00 0.00 0.00 2,500.00 Name Matthew Nelson 12/27/2022 154117 dostdiek 1 50.00 0.00 0.00 50.00 City of Golden Valley User: svansloun Run Date/Time: 12/13/2023 @ 3:21 pm144 Page: 3 of 7 GVCSC Fund Donations GVHSF Donations - Names only Service Item Date Receipt #User Quantity Fee Amt Disc Amt Tax Amt Net Fees Name Karen Peterson GVHSF Donation 12/27/2022 154120 dostdiek 1 50.00 0.00 0.00 50.00 Name James Turbenson 12/29/2022 154469 dostdiek 1 50.00 0.00 0.00 50.00 Name Nancy & Eric Flom 12/29/2022 154470 dostdiek 1 35.00 0.00 0.00 35.00 Name Robert Wheeler 12/29/2022 154473 dostdiek 1 50.00 0.00 0.00 50.00 Name Thomas & Julie Theiringer 12/29/2022 154474 dostdiek 1 75.00 0.00 0.00 75.00 Name Daniel Brewer 12/29/2022 154475 dostdiek 1 10.00 0.00 0.00 10.00 Name Joey & Jerry Laurie 12/29/2022 154489 dostdiek 1 30.00 0.00 0.00 30.00 Name Trudy Hoag 01/03/2023 154968 Kwiinikainen 1 50.00 0.00 0.00 50.00 Name Alan Whidby 01/03/2023 154969 Kwiinikainen 1 20.00 0.00 0.00 20.00 Name Mariann Nelson 01/03/2023 154970 Kwiinikainen 1 118.00 0.00 0.00 118.00 Name Luke Weisberg 01/03/2023 154971 Kwiinikainen 1 100.00 0.00 0.00 100.00 Name Sam and Cecilia Salas 01/03/2023 154973 Kwiinikainen 1 25.00 0.00 0.00 25.00 Name Mibs Person 01/03/2023 154974 Kwiinikainen 1 50.00 0.00 0.00 50.00 Name Patricia Hoyt 01/03/2023 154975 Kwiinikainen 1 25.00 0.00 0.00 25.00 Name Joe Forster 01/04/2023 155028 WWW 1 50.00 0.00 0.00 50.00 Name Jessica & Mark Fricke 01/05/2023 155122 Kwiinikainen 1 5.00 0.00 0.00 5.00 Name Mary Kivi 01/09/2023 155726 Kwiinikainen 1 30.00 0.00 0.00 30.00 Name Clark and Jodie Meyer 01/11/2023 156007 Kwiinikainen 1 20.00 0.00 0.00 20.00 Name Dr. H.M. Paisner 01/13/2023 156244 Kwiinikainen 1 30.00 0.00 0.00 30.00 Name Rebecca Kopp 01/30/2023 158747 dostdiek 1 20.00 0.00 0.00 20.00 Name James French City of Golden Valley User: svansloun Run Date/Time: 12/13/2023 @ 3:21 pm145 Page: 4 of 7 GVCSC Fund Donations GVHSF Donations - Names only Service Item Date Receipt #User Quantity Fee Amt Disc Amt Tax Amt Net Fees GVHSF Donation 01/30/2023 158748 dostdiek 1 50.00 0.00 0.00 50.00 Name Jim elert 02/02/2023 159161 Kwiinikainen 1 50.00 0.00 0.00 50.00 Name Bonnie Ostlund 02/06/2023 159598 Kwiinikainen 1 25.00 0.00 0.00 25.00 Name Tim Momsen 02/08/2023 159823 dostdiek 1 50.00 0.00 0.00 50.00 Name Karen & Leslie Desnick 02/08/2023 159844 Kwiinikainen 1 25.00 0.00 0.00 25.00 Name Tim Momsen 02/22/2023 161417 Kwiinikainen 1 25.00 0.00 0.00 25.00 Name Dan Cragg 03/06/2023 163015 Kwiinikainen 1 50.00 0.00 0.00 50.00 Name Karla Stone 03/20/2023 165070 Kwiinikainen 1 50.00 0.00 0.00 50.00 Name Steven Heller 04/11/2023 167902 dostdiek 1 50.00 0.00 0.00 50.00 Name Vernon Berglund 04/12/2023 167964 Kwiinikainen 1 50.00 0.00 0.00 50.00 Name Pam Berven 04/24/2023 169435 dostdiek 1 300.00 0.00 0.00 300.00 Name Wayne Keplinger 05/31/2023 171805 Kwiinikainen 1 50.00 0.00 0.00 50.00 Name Emmett F. Carpel 06/14/2023 172453 Kwiinikainen 1 20.00 0.00 0.00 20.00 Name Ross Daml 06/27/2023 173507 Kwiinikainen 1 100.00 0.00 0.00 100.00 Name Patrick and Beth Lilja 06/28/2023 173634 dostdiek 1 30.00 0.00 0.00 30.00 Name Pam Bjoraker 08/14/2023 176953 dostdiek 1 50.00 0.00 0.00 50.00 Name Louise Carpentier 11/01/2023 182592 Kwiinikainen 1 160.00 0.00 0.00 160.00 Name Janice Kay Hetland 11/06/2023 183105 Kwiinikainen 1 200.00 0.00 0.00 200.00 Name Steven Savitt 11/28/2023 185200 dostdiek 1 500.00 0.00 0.00 500.00 Name Margaret Leppik 11/30/2023 185382 WWW 1 100.00 0.00 0.00 100.00 Name Derek, Lisa and Madeline More 12/01/2023 185397 WWW 1 100.00 0.00 0.00 100.00 Name Donna Ostdiek City of Golden Valley User: svansloun Run Date/Time: 12/13/2023 @ 3:21 pm146 Page: 5 of 7 GVCSC Fund Donations GVHSF Donations - Names only Service Item Date Receipt #User Quantity Fee Amt Disc Amt Tax Amt Net Fees GVHSF Donation 12/02/2023 185523 WWW 1 20.00 0.00 0.00 20.00 Name Carol and Aaron Mack 12/02/2023 185655 WWW 1 100.00 0.00 0.00 100.00 Name Sheva and Tom Sanders 12/03/2023 185835 WWW 1 20.00 0.00 0.00 20.00 Name Joe & Joan Pipp 12/04/2023 185846 WWW 1 100.00 0.00 0.00 100.00 Name Lisa Roden 12/04/2023 185890 Kwiinikainen 1 50.00 0.00 0.00 50.00 Name Micki Herman Kay and Dr. Neil Kay 12/04/2023 185892 Kwiinikainen 1 100.00 0.00 0.00 100.00 Name Carol Cummins & Suzanne Born 12/04/2023 185893 Kwiinikainen 1 20.00 0.00 0.00 20.00 Name Ernst Brombacher 12/04/2023 185894 Kwiinikainen 1 20.00 0.00 0.00 20.00 Name David Allen & Debra Lund 12/04/2023 185896 Kwiinikainen 1 30.00 0.00 0.00 30.00 Name Adele H. Hellweg 12/04/2023 185897 Kwiinikainen 1 100.00 0.00 0.00 100.00 Name Dennis and Valerie Dahlman 12/04/2023 185900 Kwiinikainen 1 100.00 0.00 0.00 100.00 Name Leo Furcht 12/04/2023 185901 Kwiinikainen 1 30.00 0.00 0.00 30.00 Name Pamela Moret 12/04/2023 185902 Kwiinikainen 1 50.00 0.00 0.00 50.00 Name Jacquline and William Rudelius 12/04/2023 185903 Kwiinikainen 1 100.00 0.00 0.00 100.00 Name James and Kathleen Johnson 12/04/2023 185906 Kwiinikainen 1 20.00 0.00 0.00 20.00 Name Mary Westerlund 12/04/2023 185908 Kwiinikainen 1 20.00 0.00 0.00 20.00 Name Karren Mills 12/05/2023 185951 dostdiek 1 25.00 0.00 0.00 25.00 Name Daniel & Kimberly Makey 12/05/2023 185952 dostdiek 1 30.00 0.00 0.00 30.00 Name Solveig Brown 12/05/2023 185953 dostdiek 1 20.00 0.00 0.00 20.00 Name Matheos Balafas 12/05/2023 185954 dostdiek 1 20.00 0.00 0.00 20.00 Name John Niemi 12/05/2023 185957 Kwiinikainen 1 20.00 0.00 0.00 20.00 City of Golden Valley User: svansloun Run Date/Time: 12/13/2023 @ 3:21 pm147 Page: 6 of 7 GVCSC Fund Donations GVHSF Donations - Names only Service Item Date Receipt #User Quantity Fee Amt Disc Amt Tax Amt Net Fees Name Ross Daml GVHSF Donation 12/05/2023 185958 Kwiinikainen 1 50.00 0.00 0.00 50.00 Name Dennis Acrea 12/05/2023 185959 Kwiinikainen 1 25.00 0.00 0.00 25.00 Name Joyce and Martin Orbuch 12/06/2023 186025 Kwiinikainen 1 20.00 0.00 0.00 20.00 Name Glen & Ardith Eiden 12/06/2023 186026 Kwiinikainen 1 50.00 0.00 0.00 50.00 Name Todd & Debra Grant 12/06/2023 186027 Kwiinikainen 1 50.00 0.00 0.00 50.00 Name Ellen Hughes 12/06/2023 186028 Kwiinikainen 1 25.00 0.00 0.00 25.00 Name Bobbi & Doug Lowin 12/06/2023 186031 Kwiinikainen 1 30.00 0.00 0.00 30.00 Name Gordon & Janet Beavers 12/06/2023 186032 Kwiinikainen 1 50.00 0.00 0.00 50.00 Name Susan Miller 12/06/2023 186033 Kwiinikainen 1 20.00 0.00 0.00 20.00 Name Gerald & Joellyn Laurie 12/06/2023 186035 Kwiinikainen 1 50.00 0.00 0.00 50.00 Name Heather Mills 12/06/2023 186036 Kwiinikainen 1 20.00 0.00 0.00 20.00 Name Marshall Tanick 12/07/2023 186116 Kwiinikainen 1 50.00 0.00 0.00 50.00 Name Clark & Jodie Meyer 12/07/2023 186117 Kwiinikainen 1 30.00 0.00 0.00 30.00 Name David L. Beeson 12/07/2023 186118 Kwiinikainen 1 20.00 0.00 0.00 20.00 Name Nate Karol 12/07/2023 186119 Kwiinikainen 1 25.00 0.00 0.00 25.00 Name Carolyn Fiterman 12/07/2023 186120 Kwiinikainen 1 25.00 0.00 0.00 25.00 Name Carolyn Fiterman 12/07/2023 186121 Kwiinikainen 1 20.00 0.00 0.00 20.00 Name Barbara Anderson 12/07/2023 186122 Kwiinikainen 1 30.00 0.00 0.00 30.00 Name Judith & John Blomquist 12/07/2023 186123 Kwiinikainen 1 750.00 0.00 0.00 750.00 Name Denise LaMere Anderson 12/07/2023 186124 Kwiinikainen 1 15.00 0.00 0.00 15.00 Name Tim & Natalie Rice City of Golden Valley User: svansloun Run Date/Time: 12/13/2023 @ 3:21 pm148 Page: 7 of 7 GVCSC Fund Donations GVHSF Donations - Names only Service Item Date Receipt #User Quantity Fee Amt Disc Amt Tax Amt Net Fees GVHSF Donation 12/07/2023 186125 Kwiinikainen 1 20.00 0.00 0.00 20.00 Name Lynn Hochhauser 12/07/2023 186126 Kwiinikainen 1 36.00 0.00 0.00 36.00 Name Mark Efron Hair 12/08/2023 186217 Kwiinikainen 1 10.00 0.00 0.00 10.00 Name Jean Rose 12/11/2023 186635 Kwiinikainen 1 20.00 0.00 0.00 20.00 Name Minhba Hoang 12/11/2023 186636 Kwiinikainen 1 100.00 0.00 0.00 100.00 Name Hans & Kelly Kabat 12/11/2023 186637 Kwiinikainen 1 20.00 0.00 0.00 20.00 Name Bruce Anderson 12/11/2023 186638 Kwiinikainen 1 25.00 0.00 0.00 25.00 Name Mary Ann Campbell 12/11/2023 186641 Kwiinikainen 1 100.00 0.00 0.00 100.00 Name Joe & Becky Pitzl 10,074.00 0.00 0.00 132 10,074.00 Report Grand Totals 10,074.00 0.00 0.00 132 10,074.00 Report Summary Totals Total Transactions: 132 Service Items with a Transaction: 1 City of Golden Valley User: svansloun Run Date/Time: 12/13/2023 @ 3:21 pm149 RESOLUTION NO. 23-107 RESOLUTION ACCEPTING DONATIONS FOR ONGOING PROGRAMS WHEREAS, the City Council adopted Resolution 04-20 on March 16, 2004, which amended the Donation/Gift policy; and amended with Resolution 20-44 on July 7, 2020 adding Noah Joynes Youth Recreation fund, and WHEREAS, the Resolution states that a gift of real or personal property must be accepted by the City Council by resolution and be approved by a two-thirds majority of the Council; and WHEREAS, cash donations sent to the Golden Valley Community Services Commission are from 12/11/2022 through 12/11/2023 are on Exhibit A for a total of $10,074, and , WHEREAS, cash donations sent to the Noah Joynes Youth Recreation Fund are from 12/11/2022 through 12/11/2023 are on Exhibit B for a total of $5,005, and. NOW, THEREFORE, BE IT RESOLVED that the City Council accepts the following donations: Adopted by the City Council of Golden Valley, Minnesota this 19th day of December, 2023. _____________________________ Shepard M. Harris, Mayor ATTEST: _____________________________ Theresa Schyma, City Clerk 150 EXECUTIVE SUMMARY City Administration 763-512-2345 / 763-512-2344 (fax) Golden Valley City Council Meeting December 19, 2023 Agenda Item 3G. Approve 2024 City Calendar and Meeting Dates Prepared By Melissa Croft, Executive Assistant Summary Annually, the City Council approves the calendar for the upcoming year. Listed below are the meeting dates that have been moved to accommodate conflicts: Tue, March 5th City Council Meeting moved to Wed, March 6th (Presidential Nomination Primary) Tue, April 9th City Council Work Session moved to Wed, April 10th (Eid al Fitr) Tue, Aug 6th City Council Meeting moved to Wed, Aug 7th (National Night Out) Tue, Aug 13th City Council and HRA Work Sessions moved to Wed, Aug 14th (State Primary Election) Tue, Nov 5th City Council Meeting moved to Wed, Nov 6th (Election Day) Legal Considerations N/A Equity Considerations N/A Recommended Action Motion to approve the 2024 dates for the City calendar. Supporting Documents 2024 City Calendar 151 2024 2024 1 2 Council Meeting 2 4 Offices are closed (Independence Day) 9 9 Council Work Session 15 16 Council Meeting 16 Council Meeting 30 Annual City Council Goals Session 2024 6 National Night Out 2024 7 Council Meeting 6 Council Meeting 13 State Primary Election 13 HRA Work Session 14 13 Council Work Session 14 HRA Work Session 19 Offices are closed (Presidents Day)14 Council Work Session 20 Council Meeting 20 Council Meeting 27 Precinct Caucuses - 7 PM 2024 March 2024 2 Offices are closed (Labor Day) 5 Presidential Nomination Primary 3 Council Meeting 6 Council Meeting 10 Council Work Session 12 Council Work Session 17 HRA Meeting 19 HRA Meeting 17 Council Meeting 19 Council Meeting 2024April20241Council Meeting 2 Council Meeting 8 Council Work Session 10 Special Council Meeting - Board/Commission Interviews 15 Council Meeting 10 Council Work Session 16 2024 16 Council Meeting 5 Election Day 18 Board & Commission Annual Appreciation Dinner 6 Council Meeting 11 May 2024 12 HRA Work Session 7 Council Meeting 12 Council Work Session 14 HRA Work Session 19 Council Meeting 14 Council Work Session 28-29 21 Council Meeting 27 Offices are closed (Memorial Day)2024 3 HRA Meeting June 2024 3 Council Meeting 4 Council Meeting 10 Council Work Session 11 Council Work Session 17 Council Meeting 18 HRA Meeting 24-25 Offices are closed (Christmas) 18 Council Meeting 19 Offices are closed (Juneteenth) 2024 CITY CALENDAR Offices are closed (Veteran's Day) Offices are closed (Thanksgiving) Offices are closed (Martin Luther King Jr. Day) January February Offices are closed (New Year's Day) Council Meeting Council Work Session Special Council Meeting - Board/Commission Interviews + Discussion December July August September October November Special Council Meeting (City Manager's Review) 152 EXECUTIVE SUMMARY Human Resources 763-512-2345 / 763-512-2344 (fax) Golden Valley City Council Meeting December 19, 2023 Agenda Item 3H. Adopt Resolution No. 23-108 Approving Compensation and Classification Tables Prepared By Kirsten Santelices, Deputy City Manager/Human Resources Director Summary To exemplify transparency with the community, each year the City Council reviews and adopts the City’s compensation grid and classification table. To ensure consistency within its compensation and classification structure, the City continues to engage its consultant David Drown and Associates (DDA) to review each new position and grade them accordingly. The attached resolution includes the current classification and compensation for all full-time/part-time regular and seasonal/temporary/variable hour/intern positions. Financial or Budget Considerations All compensation grid adjustments were reflected in the 2024 budget. Legal Considerations The City contracts with DDA to grade all of the positions and ensure compliance with applicable Minnesota Local Government Pay Equity laws. Equity Considerations One of the City's equity pillars is providing economic opportunities for all, which includes employment opportunities, and paying fair and equitable wages. By contracting with DDA the City maintains a consistent practice of grading positions and market considerations. The City will continue evaluating its compensation grid and pay practices for equity considerations. Recommended Action Motion to Adopt Resolution No. 23-108 Approving Amendment to Compensation and Classification Tables. Supporting Documents Resolution No. 23-108 Approving Compensation and Classification Tables 153 RESOLUTION NO. 23-108 RESOLUTION APPROVING IMPLEMENTATION OF 2020 COMPENSATION STUDY AND ESTABLISHING COMPENSATION GRID AND CLASSIFICATION TABLE WHEREAS, in 2020, the City conducted a full compensation and classification study (the “Study”) to ensure the City is paying competitive and fair wages to its employees; and WHEREAS, on December 15, 2020 the City Council approved implementation of the Study; and adopted the compensation grid for the City: WHEREAS, on December 15, 2020 the City also adopted a Classification Table that assigned a grade to each position within the City; and WHEREAS, positions are routinely reviewed and reclassified according to position responsibilities; and the Council approved changes to the classification table by Resolution 21-13 on March 16, 2021; and by Resolution 21-38 on May 18, 2021; and by Resolution 21-114 on December 21, 2021, and by Resolution 22- 048 on May 3, 2022, and by Resolution 22-120 on December 20, 2022; and by Resolution 23-007 on February 7, 2023, and by Resolution 23-017 on April 4, 2023; and by Resolution 23-062 on July 5, 2023; and WHEREAS, in alignment with the City’s values of communication and accountability, it is the City’s practice for the City Council to review and adopt the Compensation Grid and Classification Table annually; and WHEREAS, the City Council supports the health and wellness of City employees and their families through qualified flexible health benefit plans; and WHEREAS, the City provides a cafeteria plan that allows employees to design their own benefit packages by purchasing benefits with a pre-specified amount of employer dollars; and WHEREAS, the effective date and eligibility of City’s health insurance and contribution is established by the Employee Handbook; and WHEREAS, the amount of the employers’ monthly contribution is established annually by the City Council; and NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Golden Valley, Minnesota, that: 1. The City hereby adopts the 2024 monthly health benefit contribution as $1,652.10. 2. The City hereby adopts the following 2024 Full-Time & Part-Time Regular Compensation Grid effective January 1, 2024: Grade Compensation Grid 4.90%4.90%4.90%4.90%4.90%4.90% 1 2 3 4 5 6 7 1 $20.40 $21.40 $22.45 $23.55 $24.71 $25.92 $27.18 2 $21.62 $22.68 $23.80 $24.96 $26.18 $27.47 $28.80 154 3 $22.92 $24.04 $25.22 $26.45 $27.74 $29.11 $30.53 4 $24.29 $25.48 $26.73 $28.04 $29.42 $30.85 $32.37 5 $25.99 $27.27 $28.60 $30.01 $31.48 $33.02 $34.63 6 $27.81 $29.17 $30.61 $32.10 $33.67 $35.33 $37.06 7 $29.20 $30.63 $32.12 $33.70 $35.36 $37.09 $38.91 8 $30.36 $31.86 $33.42 $35.05 $36.77 $38.57 $40.46 9 $31.59 $33.14 $34.77 $36.46 $38.26 $40.12 $42.09 10 $33.16 $34.79 $36.49 $38.28 $40.16 $42.13 $44.19 11 $37.48 $39.32 $41.25 $43.26 $45.39 $47.61 $49.94 12 $39.72 $41.67 $43.71 $45.85 $48.10 $50.46 $52.93 13 $41.71 $43.75 $45.89 $48.14 $50.51 $52.98 $55.58 14 $43.38 $45.50 $47.74 $50.07 $52.53 $55.10 $57.81 15 $45.54 $47.77 $50.12 $52.58 $55.15 $57.85 $60.69 16 $48.28 $50.65 $53.12 $55.73 $58.46 $61.32 $64.55 17 $51.19 $53.69 $56.32 $59.08 $61.98 $65.01 $68.19 18 $55.78 $58.52 $61.38 $64.40 $67.55 $70.86 $74.33 19 $58.57 $61.44 $64.45 $67.61 $70.92 $74.40 $78.04 20 $61.50 $64.51 $67.67 $70.98 $74.46 $78.11 $81.94 21 $64.58 $67.75 $71.06 $74.55 $78.20 $82.03 $86.04 22 $68.45 $71.80 $75.32 $79.02 $82.89 $86.94 $91.21 23 $72.55 $76.11 $79.84 $83.76 $87.85 $92.16 $96.68 3. The City hereby adopts the following updated Full-Time & Part-Time Regular Classification Table: Grade Positions 1 2 Guest Services Specialist 3 Administrative Assistant –Fire Department Brookview Events Coordinator Community Service Officer Police Department Office Assistant Recreation Coordinator 4 Administrative Assistant –Inspections Administrative Assistant – Parks And Recreation Engineering Assistant Inspections & Development Assistant Lead Community Service Officer Lead Cook Turf Maintenance Assistant 155 5 Accounting Technician Assessments/Accounts Payable Technician Motor Vehicle License Clerk Planning Assistant Police Department Assistant Public Works Assistant 6 Deputy City Clerk (Temporary) Executive Assistant - City Manager’s Office Facilities Maintenance Specialist Inspections Administrative Specialist Management Analyst/Executive Assistant Utility Billing Specialist 7 Golf Operations Coordinator Maintenance Worker/Mechanic Park Maintenance Worker Restaurant & Catering Coordinator Street Maintenance Worker Sustainability Specialist Turf Equip Technician /Mechanic Utilities Maintenance Worker Web/Graphic Designer 8 Communications Specialist Community Connections and Outreach Specialist Executive Chef Information Technology Technician Public Works Inspector Utilities Specialist Vehicle Maintenance Worker/Mechanic 9 City Forester Engineering Technician II Investigator - Non-Sworn Park Maintenance Field Supervisor Street Maintenance Field Supervisor Utilities Maintenance Field Supervisor Vehicle Maintenance Field Supervisor Water Distribution Specialist 10 Assistant Golf Operations Manager Engineering Technician III Fire Inspector I GIS Specialist Planner Police Support Services Supervisor Water and Natural Resources Specialist 156 11 Accountant Building Inspector Crime Analyst Supervisor Deputy Registrar Supervisor Fire Inspector II Greens & Turf Specialist Human Resources Generalist Information Technology Specialist Patrol Officer Payroll Accountant Police Department Recruiter (Temporary) Recreation & Facilities Supervisor Recreation Supervisor 12 Deputy Fire Marshal Golf Maintenance Supervisor Restaurant & Catering Manager 13 City Clerk Equity and Inclusion Manager 14 Accounting Supervisor Assistant City Engineer Environmental Resources Supervisor Golf Operations Manager Park Superintendent Street And Vehicle Maintenance Superintendent Utilities Superintendent 15 Assistant Fire Chief Building Official Sergeant 16 Housing and Economic Development Manager Information Technology Manager 17 Planning and Sustainability Manager Police Lieutenant 18 City Engineer Communications Director Assistant Police Chief 19 Community Development Director Finance Director Fire Chief Parks & Recreation Director Public Works Director 20 21 City Attorney Deputy City Manager/Human Resources Director Police Chief 22 23 City Manager 157 4. The City hereby adopts the following 2024 Seasonal, Variable Hour, Temporary and Intern Positions Compensation Grid, effective March 1, 2024: Steps 1 2 3 4 5 6 7 Grade 1 $12.17 $12.79 $13.40 0 0 0 0 2 $13.01 $13.68 $14.33 $15.01 $15.66 $16.32 $16.79 3 $13.56 $14.24 $14.92 $15.64 $16.32 $17.01 $17.47 4 $14.04 $14.88 $15.62 $16.33 $17.07 $17.79 $18.26 5 $14.29 $15.43 $16.18 $16.94 $17.70 $18.52 $19.01 6 $15.55 $16.00 $17.27 $17.85 $18.61 $19.54 $20.02 7 $18.25 $19.10 $19.84 $20.56 $21.38 $22.15 $22.64 5. The City hereby adopts the following 2024 Seasonal, Variable Hour, Temporary and Intern Positions Classification Table: Grade Position 1 Starter/Ranger Warming House 2 316 Restaurant Positions: Bartender Server Dishwasher/Bar‐Back Election Judge (Step 6) Indoor Playground Attendant Park & Reaction Seasonal Athletics: Playground Leader Field Attendant Sports Instructor Golf Operations: Beverage Cart Attendant Par 3 Cashier Range Supervisor 3 Election Captain (Step 6) Pro Shop Cashier 4 Community Center Attendant Golf Maintenance Operator Parks and Recreation Program Specialist 5 Golf Office Assistant Pathways Intern 6 Community Health Worker Intern Golf Maintenance Technician Lead Pro Shop Cashier Park and Recreation Intern Seasonal Public Works Worker 7 Assistant Senior Program Coordinator Banquet and Restaurant Staff Coordinator Cook Community Development Intern 158 Elections Assistant Engineering Intern GIS Intern Golf Staff Coordinator Guest Services Lead Human Resources Assistant Water Resources Intern Collegiate Intern 6. The City hereby adopts the following paid on-call firefighter compensation, effective January 1, 2024: Battalion Chief $26.10 Per Hour Captain $24.18 Per Hour Lieutenant $22.43 Per Hour Firefighter $19.48 Per Hour Firefighter-Apprentice $16.55 Per Hour Firefighter in Training $13.31 Per Hour 7. The Council shall approve all classification changes that increase the budget. Changes to job title and other modifications that do not increasethe budget shall not require Council approval. The most current Job Classification Grid shall be kept on file with the Human Resources Department. Adopted by the City Council of Golden Valley, Minnesota this 19th day of December 2024. ______________________ Shepard M. Harris, Mayor ATTEST: _______________________ Theresa Schyma, City Clerk 159 EXECUTIVE SUMMARY City Attorney 763-512-2345 / 763-512-2344 (fax) Golden Valley City Council Work Session December 19, 2023 Agenda Item 3I. Approve Resolution No. 23-109 Suspending THC Licensing Requirements in City Code, Section XIX Prepared By Maria Cisneros, City Attorney Theresa Schyma, City Clerk Summary During the 2023 legislative session, the Minnesota legislature passed a law legalizing adult use cannabis in Minnesota. The new law legalizes the possession, use, manufacturing, and sale of certain cannabis products within the state. The law created the Office of Cannabis Management (the "OCM") to regulate the full range of cannabis activities in Minnesota, including the adult use cannabis market, the state’s medical cannabis program, and the lower-potency hemp edibles market. Under the new law, cannabis products and hemp derived consumer products may only be sold in a business with a license issued by the OCM. Additionally, before a cannabis business begins making retails sales, it must register with the City. Prior to enactment of the 2023 law, the City enacted an ordinance requiring retailers to seek a City license to sell lower potency tetrahydrocannabinol (THC) products, such as gummies, seltzers, and other consumable products containing up to 5 mg of hemp-derived THC. Additionally, the City enacted a zoning ordinance regulating the location of THC product retailers. At its October work session, the Council directed staff to work toward repealing the licensing ordinance (City Code Article XIX) and to review the zoning ordinance to determine whether any updates were required. Staff has reviewed the applicable sections of code and has prepared preliminary modifications. However, staff would like to wait for additional guidance from the OCM prior to presenting the code amendments to the City Council for consideration. In the meantime, staff recommends suspending enforcement of the licensing ordinance because (1) under the new law, all businesses selling these products to consumers were required to register with the Minnesota Department of Health by October 1, 2023; (2) the current licensing scheme will become defunct as soon as the OCM begins issuing licenses; and (3) eliminating the City license requirement will lessen confusion and cost and eliminate duplication for retailers preparing to comply with the new law, thereby reducing barriers. Beginning in 2025, licensing of all THC products will be handled by the state. Staff are finalizing the language and will add a resolution to this packet prior to the meeting on 160 Tuesday night. Financial or Budget Considerations Compliance with the new statewide requirements will require additional staff time to process registrations, make zoning determinations, enforce regulations, and conduct compliance checks. The cost of these responsibilities can be covered by fees. Additionally, permitting cannabis retailers to operate in the City would allow the City to receive a tax revenue. By fiscal year 2027, the Minnesota Department of Revenue estimates that recreational marijuana sales could generate roughly $21.5 million for local governments. The department estimates state and local governments could take in more than $300 million in tax revenue from fiscal year 2024 to 2027. Legal Considerations See summary section of this memorandum. Equity Considerations Staff will conduct a thorough equity review prior to presenting code amendments on this topic. Recommended Action Approve Resolution No. 23-109 suspending THC licensing requirements in City Code, Section XIX. Supporting Documents Resolution No. 23-109 Suspending Licensing Requirements in City Code Article XIX 161 RESOLUTION NO. 23-109 A RESOLUTION SUSPENDING THC LICENSING REQUIREMENTS IN CITY CODE, ARTICLE XIX WHEREAS, on August 16, 2022, the City Council approved Ordinance No. 741 establishing licensing requirements for retailers wishing to sell cannabis and tetrahydrocannabinol (THC) products within the City limits; and WHEREAS, during the 2023 legislative session, the Minnesota Legislature passed a new law legalizing adult use of cannabis, establishing the State Office of Cannabis Management (“OCM”), and creating a statewide licensing scheme; and WHEREAS, at its October 10, 2023, work session, the City Council directed staff to modify City Code Article XIX to align with state law in the area of cannabis regulation; and WHEREAS, the OCM has not yet issued statewide regulations relating to cannabis licensing and the City wishes to wait for additional guidance from the OCM prior to approving amendments to the City Code; and WHEREAS, for reasons of efficiency and fairness, the City wishes to temporarily suspend its requirement that THC product retailers obtain a license to operate within the City. NOW THEREFORE, BE IT RESOLVED,BY THE CITY COUNCIL OF THE CITY OF GOLDEN VALLEY, MINNESOTA that this Council directs staff to suspend enforcement of the licensing requirements contained in City Code Article XIX until the earlier of the date the OMC begins issuing lower-potency hemp edible retailer licenses or the City Council adopts an ordinance amending or repealing City Code Article XIX. BE IT FURTHER RESOLVED,that all zoning regulations applicable to THC and cannabis retail sales in the City remain in effect. Passed by the City Council of the City of Golden Valley, Minnesota this 19th day of December, 2023. ____________________________ Shepard M. Harris, Mayor Attested: ____________________ Theresa Schyma, City Clerk 162 EXECUTIVE SUMMARY Communications 763-512-2345 / 763-512-2344 (fax) Golden Valley City Council Meeting December 19, 2023 Agenda Item 3J. Receive the City of Golden Valley Strategic Communications Plan Promoting Public Safety Prepared By Cheryl Weiler, Communications Director Summary In late spring 2023 the City initiated a Request for Proposal (RFP) process to identify a vendor qualified to develop a strategic communications plan to support the City’s goals and initiatives regarding delivery of public safety services. The project goals center on: public safety recruitment and retention community and employee awareness, understanding, and opinion regarding public safety services the City’s work to innovate and transform approaches to delivering public safety services Level719 was chosen based on their demonstrated experience in managing/implementing strategic communications plans and their expertise in best practices for successful research, design, development, and deployment of said plans. The City of Golden Valley Strategic Communications Plan Promoting Public Safety culminates findings from interviews with internal and external stakeholders, research, and industry best practices (attachment does not include the Appendix of worksheet documents). The plan will be reviewed and updated as needed as the City moves through implementation. Legal Considerations This item does not require legal review. Equity Considerations Communications plans establish a structure and framework to strategically guide the City through initiatives to achieve specific goals and objectives. As the City communicates reformative changes to its public safety practices, it is imperative to tailor strategies and messages to affected audience members and stakeholders. Addressing and prioritizing their specific concerns and interests will help ensure all relevant stakeholders effectively communicate, understand, and participate. This plan serves as a tool for stakeholders, both internal and external, to develop and implement processes, practices, and policies to engage all community members, with an emphasis on communities of concern, including those directly affected by past public safety practices, such as victims of discrimination, misconduct, or excessive use of force, as well as those who live in shelters, 163 are experiencing homelessness, or prefer nontraditional living quarters. Recommended Action Motion to receive the City of Golden Valley Strategic Communications Plan Promoting Public Safety. Supporting Documents Strategic-Communications-Plan-Promoting-Public-Safety.pdf 164 STRATEGIC COMMUNICATIONS PLAN Promoting Public Safety 165 2 City of Golden Valley Strategic Communications Plan Promoting Public Safety City of Golden Valley Strategic Communications Plan Promoting Public Safety Introduction .............................................................................................................................3 Background & Content ....................................................................................................4 Goals .....................................................................................................................................5 Objectives ............................................................................................................................6 Key Audiences ...................................................................................................................6 Messaging ...........................................................................................................................7 Strategies & Tactics ..........................................................................................................8 Community Engagement ................................................................................................9 Team Structures & Roles .................................................................................................10 Contents 166 3 City of Golden Valley Strategic Communications Plan Promoting Public Safety Introduction Effective communication is critical in an era marked by evolving public expectations, heightened scrutiny, and rapid information dissemination through various channels. A strategic communications plan enables public safety departments to proactively enhance transparency and build community trust. The City of Golden Valley will use this plan to: • increase public safety recruitment and retention • educate community awareness of public safety services • increase employee awareness, understanding, and opinions regarding public safety services • promote the City’s Reimagining Public Safety initiative to innovate and transform approaches to delivering public safety services By embracing a strategic approach to promoting public safety, Golden Valley can strengthen relationships between the community and the Fire and Police Departments, improve public safety outcomes, and adapt to the demands of a changing community. In tandem with the City’s overall communications mission and policies, this plan provides non-crisis options for message consistency, meaningful stakeholder engagement methodologies, social media use, and communication project management strategies. Protocols for communicating in crisis or emergency situations are outlined in the City’s Crisis And Critical Issues Communications Plan. 167 4 City of Golden Valley Strategic Communications Plan Promoting Public Safety City of Golden Valley Strategic Communications Plan Promoting Public Safety Background & Content In recent years, the City of Golden Valley has taken significant steps to address issues and concerns regarding its Police and Fire Departments. This includes: • challenges in recruiting police officers and paid on-call firefighters • conducting a detailed review of its policing practices • establishing the Police Employment, Accountability, & Community Engagement (PEACE) Commission to enact community-centered reform • transitioning the Fire Department from a primarily paid on-call staffing model to a duty crew staffing model • recent success with the Pohlad Foundation Public Safety Grant award to promote public safety equity By enacting a comprehensive strategic public safety communications plan, the City of Golden Valley seeks to: • foster meaningful and engaged relationships with the community, public safety employees, and other stake- holders to increase trust • enhance transparency and accountability • garner support for the City’s reform work • respond adeptly to the ever-evolving challenges that characterize the dynamic operating environment in public safety This strategic communications plan, including subsequent attachments, culminates findings from interviews with internal and external stakeholders, research, and industry best practices. 168 5 City of Golden Valley Strategic Communications Plan Promoting Public Safety Goals Provide resources to public safety staff to easily communicate accomplishments, noteworthy an- nouncements, and other updates relevant to Golden Valley community members. To help publish communications accurately, efficient- ly, and quickly, the GVPD and GVFD can incorporate processes and tools like templates and branding guidelines ensure all communications, whether they are internal or external, adhere to a consistent and cohesive brand identity. This strengthens brand recog- nition, reinforces City values, and builds trust among community members. Furthermore, it gives all GVPD and GVFD communications a professional and pol- ished appearance, which enhances the City’s image and reputation and helps deliver high-quality content consistently. Encourage new applicants for police officers, com- munity service officers, and firefighters. Like many police departments across the country, the Golden Valley Police Department (GVPD) has faced staff departures and encountered difficulties in recruit- ment over the last two years. This nationwide phe- nomenon of turnover is multifaceted. It includes offi- cers retiring and exiting the profession, a diminishing interest in pursuing careers in law enforcement, and an increased awareness regarding racial disparities in law enforcement. There are also growing calls for reform and the development of police departments that better reflect the demographics of the communities they serve. Through new communications, GVPD seeks to encourage interested individuals to apply. Like many fire departments across the country, the Golden Valley Fire Department (GVFD) has encoun- tered growing difficulties in recruiting paid on-call firefighters over the last two decades. In response, the City is transitioning to the more modern duty crew staffing model like other suburban cities. This creates part-time jobs with predictable scheduled shifts and al- lows firefighters to use their training on a regular basis, so retention increases. Through new communications, GVFD seeks to encourage interested individuals to apply. Educate internal and external stakeholders about the reformative public safety changes the City is enacting stemming from the Pohlad grant. The City seeks to inform community members and its employees of the impactful work they can complete, all funded by a $250,000 public safety grant awarded by the Pohlad Foundation. With increased awareness and potential opinion, the City and its public safety depart- ments can get more collaboration, buy-in, and support for the reformative changes to ensure all members are served equitably. Reintroduce the GVPD as the authority on policing matters. While the GVPD is positively viewed by most of the community, some media portrayals over the past two years were disparaging. By establishing a consistent communications routine, the City can help dispel concerns and skepticism, bolster trust and confidence within the community, and encourage community members to believe and shepherd the GVPD’s com- mitment to positive change. 169 6 City of Golden Valley Strategic Communications Plan Promoting Public Safety City of Golden Valley Strategic Communications Plan Promoting Public Safety Objectives • Establish a consistent communications routine regarding the City’s public safety accomplishments, policy and training updates, staff changes, crime and safety alerts, and public safety matters. • Encourage individuals interested in public safety to apply to join the GVPD and GVFD through multiple communications channels. • Educate internal and external stakeholders on crucial and transformative public safety service methods centered around inclusion and diversity. • Expand internal communication processes and tools to standardize and bring consistency to the City’s public safety messaging. Key Audiences As the City communicates reformative changes to its public safety practices, it is imperative to tailor strategies and messages to affected audience members and stakeholders. Addressing and prioritizing their specific concerns and interests will help ensure all relevant stakeholders effectively communicate, understand, and participate. These groups can play an essential role in community relations by helping disseminate information, gather input, and provide critical insight into the potential impacts of new and amended public safety practices. Building trust and positive relationships is crucial for community safety, future engagement, and garnering support and guid- ance for change. • Internal Stakeholders: Public safety personnel, including police officers, community service officers (CSOs), firefighters, and support staff • Community Members: People served by the GVPD and GVFD, including individuals, families, patrons, and community organizations • Communities of Concern: Community members directly affected by past public safety practices, such as victims of discrimination, misconduct, or excessive use of force, as well as those who live in shelters, are experiencing homelessness, or prefer nontraditional living quarters • Local Businesses: Business owners and managers in the community who may have concerns about the impact of public safety practices on their operations, employees, and customers • Youth and Students: School-aged children and young adults • Civic and Neighborhood Associations: Members of civic and community organizations, neighborhood watch groups, and others, including the PEACE Com- mission • Community Outreach, Service Organizations, and Other Leaders and Advocates: Local organizations that engage and provide social services to the com- munity, particularly for historically underserved mem- bers, who can help advocate for those whose voices are often drowned out and can educate the City on the impact of their public safety practices (including members of civil rights organizations and legal aid) • City Administration and Elected Officials: City Council members and government representatives who oversee the public safety departments • Media and Journalists: Local media outlets, includ- ing reporters and journalists 170 7 City of Golden Valley Strategic Communications Plan Promoting Public Safety Messaging To help build trust, transparency, and community support, the City will organize messaging based on specific strat- egies to promote its reformative public safety changes. The key messages should be used to communicate with all identified audiences. The consistency of messages across audience groups is imperative. Share Department News: Talk about the GVPD and GVFD and their involvement in the community, includ- ing accomplishments and recent changes. Discuss the progress of reformative changes and the initial impact on the community. Personal anecdotes, press releases, and success stories can help humanize the GVPD and GVFD, public safety practices, and reform efforts and make them relatable to residents. Focused messaging will cover: • Public Safety By Numbers (data, statistics, etc related how the GVPD and GVFD serves the com- munity) • Public Safety Hiring (staff and department profiles, etc that show the culture of the GVPD and GVFD) Educate Everyone About Reformative Initiatives: Develop and disseminate educational materials that explain reformative policies, procedures, and train- ing programs. This can include brochures, videos, or webinars that inform the community about the changes and how they benefit everyone. Focused messaging will cover: • The City’s Commitment To Diversity, Inclusion, And Equity • Reimagining Public Safety, Peace, And Change (the City’s Pohlad Grant work, public safety evalua- tions and reforms, and more) • The City’s Commitment To Just Service (work to eliminate bias, discrimination, and inequity in poli- cies and practices • Introducing Innovation Into Public Safety Practic- es (information about training and tools used for improvement) Prioritize Transparency: Provide regular updates on the progress of reformative changes, share key data points on staffing, and be open about challenges faced. Transparency demonstrates accountability and a commitment to positive change, reinforcing the com- munity’s trust with the City’s public safety programs. Focused messaging will cover: • Public Safety Is Always The Priority (information about policies, procedures, and progress) Promote Community Involvement: Actively engage the community in the reformative process. Encourage feedback, suggestions, and questions from residents through various channels, such as community meet- ings, surveys, or social media. Highlight PEACE Com- mission efforts that show community input is valued and considered in decision-making. Focused messag- ing will cover: • Engaging Stakeholders (opportunities to get in- volved and provide feedback) Detailed messaging is included in Appendix 1. 171 8 City of Golden Valley Strategic Communications Plan Promoting Public Safety City of Golden Valley Strategic Communications Plan Promoting Public Safety Strategies & Tactics Strategies provide the big-picture framework, guiding the “what” and “why” of the communication efforts, while tactics provide the detailed “how” and “when” for executing that strategy. To achieve its public safety communications goals, the City will incorporate core messaging into detailed, adapt- able, and measurable strategies and tactics that align with its objectives. Establish a consistent communications routine regarding the City’s public safety accomplishments, policy and training updates, staff changes, crime and safety alerts, and public safety matters. Potential Strategies: • Promote available crime and statistics reporting • Mature current communication strategies • Develop plan for maximizing use of social media • Share policing insights • Maximize use of community alerts system (GV Emergency) • Revamp and promote the GVPD and GVFD annual reports • Develop plan for sending routine newsletters • Host a mix of educational events with community members Encourage individuals interested in public safety to apply to join the GVPD and GVFD through multiple communications channels. Potential Strategies: • Use LinkedIn to post open positions and stories to encourage recruitment • Create a LinkedIn showcase page • Develop process for current employees to share GVPD and GVFD posts on LinkedIn • Invest in sponsored content or ads • Host immersive public safety experiences Educate internal and external stakeholders on cru- cial and transformative public safety service meth- ods centered around inclusion and diversity. Potential Strategies: • Put a name and face to the project • Host employee sessions • Create and share materials that can help explain potential changes and their impact • Use approved body camera footage • Employ change agents or champions • Host office hours • Conduct more incremental, informal feedback mechanisms Expand internal communication processes and tools to standardize and bring consistency to the City’s public safety messaging. Potential Strategies: • Establish a communications routine with an inte- grated master schedule • Develop reusable phrases • Create templates for routine communications • Use a Customer* Relationship Management (CRM) tool (*customers=stakeholders) • Refresh City website for increased usability A detailed outline of objective-based strategies and tactics, including evaluation methods, tools, and frequencies to help understand effectiveness, is included in Appendices 2A-2D. 172 9 City of Golden Valley Strategic Communications Plan Promoting Public Safety Community Engagement Engaging and connecting with the community is a critical aspect of public safety services, and it is important to tailor strategies to fit stakeholders and messaging. Workshops And Educational Events can provide interactive opportunities for the GVPD and GVFD to share information in learning environments structured to meet the needs of specific audiences and stakeholders. Top- ics could include personal safety, crime prevention, scams and identity theft, cybercrime, financial fraud, conflict resolution techniques, and more. Brown Bag Sessions provide a platform for continuous learning, professional development, and discussion in an informal and inclusive setting—over lunch! These are often used for Informal internal engagement, which is essen- tial for building camaraderie and a positive work environment. Ask Me Anything (AMA) Sessions are structured events where audience members can ask an individual or panel of experts questions to further transparency, open dialogue, and direct interaction with a knowledgeable source or authority. These sessions can be educational, serve as a source for feedback, and demonstrate the City’s com- mitment to being accessible and accountable. Surveys And Comment Forms can be used to collect questions from audiences beforehand to help structure an event, or afterwards as a means of evaluation. Outreach Teams can provide support and connect individuals with essential services on an informal basis to make new connections and dispel fears and negative stereotypes, particularly among communities of concern, such as people experiencing homelessness. These teams can be formed in collaboration with other organizations and local partners. 173 10 City of Golden Valley Strategic Communications Plan Promoting Public Safety City of Golden Valley Strategic Communications Plan Promoting Public Safety Team Structures & Roles Content experts within the City’s public safety departments will work closely with relevant City staff to implement this strategic communications plan while ensuring all relevant City policies and procedures are followed. This includes: • setting priorities • working with designated staff to plan, develop, coordinate, and disseminate all external messaging and materials • evaluating outcomes Internal Communications Team: Responsible for communication to all internal audiences (typically defined as employees, employee families, volunteers, and City Council members) External Communications Team: Responsible for communication to all other audiences (see page 6) Internal & External Team Leaders • Work with subject matter experts to determine communications needs and coordinate appropriate staff to set and meet priorities GVPD & GVFD Leads • Determine department’s communications needs and set priorities • Work with Team Leaders to plan and schedule priorities • Serve as subject matter experts for content development and approval • Work with appropriate staff to determine strategy, finalize content, choose communications channels, and disseminate messaging Internal & External Communications Team Leaders GVPD Lead (will vary based on subject matter) Human Resources DEI Community Engagement Legal CommunicationsGVFD Lead (will vary based on subject matter) 174 11 City of Golden Valley Strategic Communications Plan Promoting Public Safety Human Resources • Determine/guide/review communications needs and priorities with GVPD and GVFD Leads • Serve as subject matter experts on personnel-related content • Monitor/advise teams on content development and strategy for internal needs and staff recruitment • Provide resources to teams as needed DEI • Determine/guide/review communications needs and priorities with GVPD and GVFD Leads • Serve as subject matter experts on DEI-related content • Monitor/advise teams on content development and strategy • Provide resources to teams as needed Community Engagement • Determine/guide/review communications needs and priorities with GVPD and GVFD Leads • Serve as subject matter experts on community engagement tactics • Monitor/advise teams on content development and strategy • Provide resources to teams as needed Legal • Advise on legal aspects of proposed content/strategies as needed • Provide resources to teams as needed Communications • Determine/guide/review communications needs and priorities with GVPD and GVFD Leads • Monitor/advise teams on content development and strategy for internal and external needs • Work with appropriate staff to determine strategy, finalize content, choose communications channels, and disseminate messaging • Review all final external messaging to ensure compliance with City style and branding standards • Provide resources to teams as needed Team structures are fully outlined in Appendix 3. 175 EXECUTIVE SUMMARY Community Development 763-512-2345 / 763-512-2344 (fax) Golden Valley City Council Meeting December 19, 2023 Agenda Item 3K. Authorize Filing Extension for Fretham 30th Addition Final Plat Prepared By Myles Campbell, Planner Summary In August of this year, the City approved the minor subdivision of 5317 Glenwood Avenue into two legal parcels for future development. Due to unforeseen delays, the plat document was not filed by the applicant for recording with the county within the typical two month window expected by City's subdivision code. Given that the conditions for subdivision are met, that the creation of additional housing is supported by long-term goals form the Comprehensive Plan, and that a check for park dedication fees has been collected, staff is supportive of the request to extend the filing deadline for the plat to to January 31, 2024. Financial or Budget Considerations The required park dedication fee has been collected by the City for this subdivision. Legal Considerations Besides the filing delays, the subdivision meets City standards from code. Failure to extend the deadline would not prohibit the applicant from submitting a new subdivision request that would presumably still meet City standards for approval. Equity Considerations Creation of new housing is a major goal of the City's Comprehensive Plan, and helps to combat the increase in housing costs caused by the shortage of housing regionally. Recommended Action Motion to approve a Filing Extension to January 31, 2024, for the Fretham 30th Addition Final Plat. 176 EXECUTIVE SUMMARY Community Development 763-512-2345 / 763-512-2344 (fax) Golden Valley City Council Meeting December 19, 2023 Agenda Item 4A. Public Hearing on Proposed Improvements for the 2024 Pavement Management Program, Project #24-01, Resolution No. 23-110 Prepared By RJ Kakach, PE, Assistant City Engineer Jeff Oliver, PE, City Engineer Summary At the October 6, 2022 City Council meeting, the City Council directed staff to prepare a feasibility report for the 2024 Pavement Management Program (PMP). The proposed project included reconstruction of 1.17 miles and mill and overlay of 0.06 miles of local streets. The streets included in the project are shown on the attached project location map. The number of lots impacted will be 91. The feasibility report for this project was prepared by the consulting engineering firm of Short Elliott Hendrickson, Inc., (SEH). The feasibility report outlines a project that includes reconstruction and mill and overlay of the subject streets, replaces and repairs the majority of the aging sanitary sewer and water systems, storm drainage improvements, and stormwater treatment of runoff from the project area. The estimated total project costs are as follows: 2024 PMP = $9,000,000 The estimated costs include all street rehabilitation, sidewalk construction, sanitary sewer and water main repair and replacement, and storm sewer construction. An estimated 25% of the construction costs have been included for indirect project costs, which includes project design, staking, construction observation administration, and legal expenses. A preliminary special assessment rate of $11,100 per unit in the project area represents approximately 20% of the estimated street construction costs. Minnesota Statutes, Chapter 429 requires that when special assessments are used to finance projects, a minimum of 20% of the project cost must be specially assessed. Therefore, because special assessments are being used to finance a portion of the street reconstruction costs, the assessments must be a minimum 20% of that cost. The project costs associated with sidewalk, sanitary sewer, watermain, and storm sewer are financed from dedicated funds, and special assessments are not utilized for funding for these separate categories. The final special assessment rate will be calculated following the opening of construction bids and will be based on actual costs. The estimated special assessments are consistent with the City of Golden Valley 177 Special Assessment Policy. Optional assessments to properties for private driveway reconstruction or sanitary sewer services rehabilitation are not included. Following Council authorization of the 2024 Pavement Management Project, the anticipated project schedule is as follows: January 30, 2024 - Open Bids for 2024 PMP March 6, 2024 - Award Contract 2024 PMP March 6, 2024 - Public Hearing for Special Assessments May 2024 - Begin Construction 2024 PMP November 2024 - Project Completion 2024 PMP Financial or Budget Considerations The proposed project funding sources are as follows: Sewer and Water Reserve Fund $ 2,100,000 Storm Sewer Improvement Fund $ 1,200,000 Street Improvement Fund $ 5,500,000 Duluth Street Sidewalk Fund 200,000 Total Project Funding $ 9,000,000 These financing sources are consistent with the City’s 2024 Capital Improvement Plan. The special assessments for this will be used to reimburse the Street Improvement Fund and will cover a minimum of 20% of the Street Improvement costs for the project. Legal Considerations The public hearing process and advertisement for bids process has been reviewed by the City Attorney for compliance with all applicable State Statutes. In addition, the community development department has instituted a PMP coordination group to ensure compliance across finance, city manager, and legal are met. Equity Considerations The purpose of the Pavement Management Program is to provide high quality, cost effective streets in Golden Valley. This program satisfies Pillar 3 of the Equity Plan Pillars by providing unbiased programs and services. Full street reconstruction has occurred in nearly every neighborhood since 1995, and by the end the 2024 PMP, all neighborhoods will have been fully reconstructed. Recommended Action Motion to adopt Resolution No. 23-110 accepting Feasibility Report, approving plans and specifications, ordering construction, and authorizing bidding of Certain Proposed Public Improvements for the 2024 PMP. Supporting Documents 2024 PMP Location Map 2024 PMP Feasibility Report 2024 PMP Project Manual 2024 PMP PLANS #23-110 Resolution 2024 PMP Public Hearing 178 179 Orkla DrWisconsin Ave N23rd Ave N Wynnwood Rd Sumter Ave NP a tsy Ln Valders Ave NWinnetka Ave NXylon Ave NValdersAve NValders Ave N23 rd Ave N J u lia nneTerWisconsinAveNWestbend Rd WinnetkaHeightsDr OrklaDrValdersCt WinnetkaHeights Dr County Rd 156WisconsinAveN I 0 250 500125Feet Print Date: 9/27/2022Sources:-Hennepin County Surveyors Office for Property Lines (2022).-City of Golden Valley for all other layers.2024 PMP CIP Streets 2024 (23-01) 1.23 miles local 180 Feasibility Report 2024 Pavement Management Program City of Golden Valley, Minnesota City No. 24-01 GOLDV 170054 | December 8, 2023 181 Feasibility Report 2024 Pavement Management Program City of Golden Valley, Minnesota City No. 24-01 SEH No. GOLDV 170054 December 8, 2023 I hereby certify that this report was prepared by me or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Stephen R. Prall, PE Date: December 8, 2023 License No.: 54949 Reviewed By: Scott D. Haupt, PE Date: December 8, 2023 Short Elliott Hendrickson Inc. 3535 Vadnais Center Drive St. Paul, MN 55110-3507 651.490.2000 182 i TABLE OF CONTENTS Page INTRODUCTION ............................................................................................................. 1 PROJECT LEGAL DESCRIPTION ................................................................................. 1 EXISTING CONDITIONS ................................................................................................ 2 Sanitary Sewer .......................................................................................................................... 2 Inflow and Infiltration .............................................................................................................................................2 Sewer Mains .........................................................................................................................................................2 Sanitary Sewer Services ......................................................................................................................................3 Water Main ................................................................................................................................ 3 Stormwater Drainage ................................................................................................................ 3 Streets ....................................................................................................................................... 5 Existing Street Widths ..........................................................................................................................................5 Pavement Sections ...............................................................................................................................................5 Subgrade Conditions ............................................................................................................................................6 Concrete Curb and Gutter ....................................................................................................................................6 Pedestrian Facilities .............................................................................................................................................6 PROPOSED IMPROVEMENTS ...................................................................................... 7 Public Participation ................................................................................................................... 7 Sanitary Sewer and Water Main ............................................................................................... 7 Sanitary Sewer Rehabilitation ..............................................................................................................................7 Sanitary Sewer Service Rehabilitation ..................................................................................................................8 Water Main Rehabilitation ....................................................................................................................................8 Stormwater Management .......................................................................................................... 9 Additional Water Quality Measures .................................................................................................................... 11 Streets ..................................................................................................................................... 11 Street Widths ...................................................................................................................................................... 11 Subgrade Corrections ......................................................................................................................................... 12 Concrete Curb and Gutter .................................................................................................................................. 12 Intersection and Curve Improvements ................................................................................................................ 12 Pedestrian Facilities ........................................................................................................................................... 12 Street Lighting .................................................................................................................................................... 13 Tree and Landscape Impacts ............................................................................................................................. 13 Driveway Reconstruction Program ..................................................................................................................... 13 ESTIMATED COSTS AND PROJECT FINANCING ..................................................... 14 Estimated Project Costs .......................................................................................................... 14 Sewer and Water Costs ...................................................................................................................................... 14 Storm Drainage Costs ........................................................................................................................................ 14 Street Reconstruction Costs ............................................................................................................................... 14 Duluth Street Sidewalk Costs ............................................................................................................................. 14 Total Project Costs ............................................................................................................................................. 15 Proposed Project Financing .................................................................................................... 15 Special Assessments ......................................................................................................................................... 15 Sewer and Water Reserve Fund ........................................................................................................................ 16 Storm Sewer Improvement Fund ........................................................................................................................ 16 Street Improvement Funds ................................................................................................................................. 16 Duluth Street Sidewalk Improvement Funds ...................................................................................................... 16 Financing Summary ............................................................................................................................................ 16 SUMMARY AND RECOMMENDATIONS ..................................................................... 17 183 ii LIST OF EXHIBITS Exhibit 1 Project Location Map Exhibit 2A – 2F Proposed Project Layouts Exhibit 3 Existing Street Widths Exhibit 4 Proposed Street Widths Exhibit 5 Subcut Depths and Soil Boring Locations Exhibit 6 Pedestrian Routes Exhibit 7 Sanitary Sewer Defects Exhibit 8 Watermain Breaks Summary of Property Owner Comments Preliminary Assessment Roll 184 1 INTRODUCTION At the October 6, 2022 Council Meeting, the Golden Valley City Council authorized preparation of a feasibility report for the rehabilitation of streets for the 2024 Pavement Management Program (PMP). The proposed project includes reconstruction of approximately 1.17 miles and mill and overlay of 0.06 miles of residential streets located in the northwest corner of the City. Streets in the 2024 PMP area are bounded by Wisconsin Avenue North on the west, Winnetka Avenue North (County State Aid Highway (CSAH) 156) on the east, 23rd Avenue North on the north, and Duluth Street on the south. The proposed streets are shown on Exhibit 1: Project Location Map. This feasibility report will discuss the existing conditions of the streets, sanitary sewer, water main, and storm sewer 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 The proposed project includes: All properties in the SE ¼ of the NE ¼ of Section 30, Township 118 North, Range 21 West; within the City of Golden Valley, Hennepin County, Minnesota, which are adjacent to the following streets: • Duluth Street: Wisconsin Avenue North to Winnetka Avenue North • Westbend Road: Wisconsin Avenue North to Valders Avenue North • Winnetka Heights Drive: Orkla Drive to Valders Avenue North • Wisconsin Avenue North: Duluth Street to Westbend Road • Wisconsin Avenue North: Westbend Road to 23rd Avenue North • Orkla Drive: Westbend Road to 23rd Avenue North • Valders Avenue North: Duluth Street to Winnetka Heights Drive • Valders Avenue North: Winnetka Heights Drive to 23rd Avenue North • Valders Court (mill and overlay): Valders Avenue North to east cul-de-sac Properties in the SW ¼ of the NE ¼ of Section 30, Township 118 North, Range 21 West; within the City of Golden Valley, Hennepin County, Minnesota, which are adjacent to the following streets: • Wisconsin Avenue North: Duluth Street to Westbend Road Properties in the NE ¼ of the SE ¼ of Section 30, Township 118 North, Range 21 West; within the City of Golden Valley, Hennepin County, Minnesota, which are adjacent to the following streets: • Duluth Street: Wisconsin Avenue North to Winnetka Avenue North 185 2 EXISTING CONDITIONS Sanitary Sewer Inflow and Infiltration The Metropolitan Council Environmental Services (MCES) provides wastewater treatment and interceptor collection services for the Twin Cities metropolitan area. The MCES has undertaken a major effort to eliminate excess peak flows in its system that exceeds the capacity of the collection and treatment facilities. These excess flows can and do result in overflows of raw sewage into the Mississippi River. Inflow and Infiltration (I/I) is defined as clear water that is either directly discharged (inflow) or indirectly discharged (infiltration) into the sanitary sewer system. Among the most common sources are improperly connected sump pumps or foundation drains discharging into the sanitary sewer and the infiltration of ground water through defects in sanitary sewer mains, services, and manholes. The City of Golden Valley is one of many cities within the MCES sanitary sewer district that have been notified of excess peak sanitary sewer flows being generated by their community. An Inflow and Infiltration (I/I) mitigation program has been implemented to take steps towards decreasing the peak flows associated with clear water entering the sanitary sewer and contributing to these excess peak flows. The peak flows in Golden Valley typically follow heavy rainfall events, indicating that improper connections to the sewer system may be present, and that sewers may be allowing ground water and surface water into the system through cracked pipes, leaking manholes, and substandard castings. The proposed project area is located within the portion of the City that has an excessive volume of inflow and infiltration following rainfall events and high groundwater conditions. Sewer Mains The existing sanitary sewer system within the project area is comprised of local lateral sewers and trunk sewer main that were mostly constructed in the late 1950’s when sanitary sewer was first available in the City. The sanitary sewer mains are mostly constructed with nine-inch diameter clay pipes in the project area, except for the northernmost 270 linear foot segment on Orkla Drive and the southernmost 110 linear foot segment on Valders Avenue, which are comprised of eight-inch cast iron pipe (CIP). The existing sanitary sewer system on Valders Court was constructed when the road was constructed in the early 2000’s and is comprised of eight-inch PVC pipe. 186 3 A Closed Circuit Television (CCTV) inspection was performed on all the City’s sanitary sewer mains within the project area as part of the preliminary project design. This inspection was intended to locate the extent and severity of the defects to the sanitary sewer system to determine if repairs are needed as part of the street reconstruction project. The television inspection has identified distresses within the City system that are consistent with the age and pipe material. These defects include mineral deposits, cracked pipes, root intrusion, noticeable infiltration, and offset joints. These defects are typical sources of groundwater infiltration into the sewer system. The extent of these defects is typical compared to the defects encountered in previous residential street reconstruction projects containing clay pipes. Based upon these CCTV results, the sanitary sewer mains throughout the entire project area will require structural lining and replacement as discussed in the “Proposed Improvements” section of this report. The existing sanitary sewer defects are illustrated on Exhibit 7. Sanitary Sewer Services As part of its I/I Reduction Program, the City is offering the property owners within this project area an opportunity to have a CCTV inspection performed on the sanitary sewer service to their home. Property owners on the 2024 PMP will not be charged for this voluntary inspection during the project, which is identical to the Point of Sale Inspections required by City Code. The intent of this inspection is to identify I/I issues present in the private sanitary sewer services and allow property owners to make informed decisions regarding rehabilitation of the service lines, including voluntary participation in the repair program offered as part of the PMP project. This sewer service repair program will be discussed in more detail later in this report. Water Main The majority of the existing water main system within the project area consists of lateral mains that were installed during the early 1960’s. The water main on Valders Court was installed in the early 2000’s when the road was constructed. All existing mains in the project area are six-inch diameter cast iron pipe (CIP), except for Valders Court which has six-inch ductile iron pipe (DIP). These mains are located within the existing City owned street rights-of-way. A review of water main maintenance records within the project area indicates a history of water main breaks and maintenance issues consistent with other water mains of the same age and material. Refer to Exhibit 8: Watermain Breaks for a map showing the location of historical breaks in the project area. In addition, leaky, inoperable gate valves have been discovered throughout the project area. Stormwater Drainage The entire 2024 PMP project area is part of the Bassett Creek Watershed, which is contained within the Bassett Creek Main Stem (Upstream) subwatershed. 187 4 Catch basins at the intersection of Duluth Street and Valders Avenue North collect stormwater from contributing drainage along Valders Avenue (south of Duluth Street) and Duluth Street (east of Valders Avenue). Stormwater flows in concrete pipes to a storm trunk line running north on Valders Avenue North towards Westbend Road. Catch basins at the intersection of Westbend Road and Valders Avenue North collect stormwater from contributing drainage along Valders Avenue North (between Duluth Street and Winnetka Heights Drive). Stormwater flows in concrete pipes to a storm trunk line running west on Westbend Road towards Orkla Drive. Catch basins at the intersection of Westbend Road and Orkla Drive collect stormwater from contributing drainage along Winnetka Heights Drive, Orkla Drive, and Westbend Road (east of Orkla Drive). Stormwater flows in concrete pipes to a storm trunk line running west on Westbend Road towards Wisconsin Avenue North. Catch basins at the intersection of Westbend Road and Wisconsin Avenue North (north leg) collect stormwater from contributing drainage along Wisconsin Avenue North (north of Westbend Road) and Westbend Road (between Wisconsin Avenue North and Orkla Drive). Stormwater flows in concrete pipes to a storm trunk line running west on Westbend Road towards Wisconsin Avenue North (south leg). Catch basins at the intersection of Westbend Road and Wisconsin Avenue North (south leg) collect stormwater from contributing drainage along Westbend Road (between Wisconsin Avenue North and Xylon Avenue North). Stormwater flows in concrete pipes to a storm trunk line running south on Wisconsin Avenue North towards Duluth Street. Catch basins at the intersection of Duluth Street and Wisconsin Avenue North collect stormwater from contributing drainage along Wisconsin Avenue North and Duluth Street (between Wisconsin Avenue North and Valders Avenue North). Stormwater flows in concrete pipes to a storm trunk line running south on Wisconsin Avenue North that continues beyond the project area. Catch basins at the intersections of Wisconsin Avenue North/23rd Avenue North, Orkla Drive/23rd Avenue North, and Valders Avenue North/23rd Avenue North collect stormwater from contributing drainage along the northern portions of Wisconsin Avenue North, Orkla Drive, and Valders Avenue North. Stormwater flows in concrete pipes to a storm trunk line running east on 23rd Avenue North towards Winnetka Avenue North. Catch basins along Valders Court collect stormwater from contributing drainage along Valders Court. Stormwater flows in concrete pipes north to a stormwater pond located between Valders Court and 23rd Avenue North. The outlet of the stormwater pond connects to a storm trunk line running along Winnetka Avenue North. The discharge point of all trunk storm sewer systems conveying discharge from the project site is ultimately the main stem of Bassett Creek. 188 5 Streets The streets within the proposed project area are mostly local bituminous streets that were originally constructed as development occurred. Duluth Street and Wisconsin Avenue North (between Duluth Street and Westbend Road) are constructed of concrete. The original dates of construction throughout the project area generally occurred throughout the 1950’s and 1960’s. Existing Street Widths Typical widths for most streets in the project area are 29 feet. The existing street width on Duluth Street is 44 feet. Street widths are typically measured from face of curb to face of curb. If no curb exists, street widths are measured from edge of pavement to edge of pavement. Street widths can vary depending upon the location on any given roadway. Refer to Exhibit 3: Existing Street Widths for the typical street width for each street in the project area. Pavement Sections All the streets within the proposed project area have existing bituminous or concrete pavement over a gravel base. Soil boring locations are shown on Exhibit 5: Proposed Subcut Depths and Soil Boring Locations, and the chart below shows the existing and variable pavement and gravel depths at the boring locations. Soil Boring # Location Bituminous Pavement Depth (inches) Concrete Pavement Depth (inches) Apparent Gravel Depth (inches) 401 Duluth Street - 7 17 402 Duluth Street - 7 4 403 Duluth Street - 8 3 404 Wisconsin Avenue North - 5 10 405 Westbend Road 4.5 - 5.5 406 Westbend Road 3.5 - 0 407 Wisconsin Avenue North 4 - 4 408 Okrla Drive 5.5 - 8.75 409 Valders Avenue North 5 - 1 410 Winnetka Heights Drive 4 - 6.5 411 Wisconsin Avenue North 3.25 - 7.5 412 Orkla Drive 2 - 12 413 Valders Avenue North 4 - 11 As part of the preliminary design for the proposed project, a series of thirteen soil borings were taken to determine the suitability of the existing subgrade materials for street construction. These soil borings were also the source of the pavement and gravel thickness information provided above. Refer to Exhibit 5: Proposed Subcut Depths and Soil Boring Locations for locations of soil borings. Properly constructed streets are built with a base course of fill beneath the pavement usually made up of granular (gravel) material. This base course layer is considered to be part of the pavement section. Not all soil borings taken in this 189 6 project area encountered a base course layer. When encountered, some of the soil boring locations lacked the base course thickness that is required to meet today’s requirements for pavement base. The pavement distresses present within the project area are consistent with the age of the streets. Common pavement distresses include longitudinal and transverse cracking, durability cracking, spalling, settlement, pumping, alligator cracking, edge cracking, and patching. Patching is frequently used to cover severe distresses such as alligator cracking or durability cracking and is therefore indicative of poor pavement quality. Subgrade Conditions The soil borings indicate that the subgrade soils (soils beneath the base course or subbase) in the project area are fill soils overlying glacial till soils typically classified as clayey sand. Concrete Curb and Gutter The project area contains areas of existing concrete curb and gutter and rolled bituminous curb. The bituminous curb was typically constructed by placing extra asphalt off the edge of the paver when the streets were originally built. Pedestrian Facilities Pedestrian facilities within the project limits are existing concrete sidewalk along the east and west side of Winnetka Avenue North and concrete sidewalk along the north side of Duluth Street west of the Wisconsin Avenue North, installed in the 2022 PMP. Refer to Exhibit 6: Pedestrian Routes for locations of existing pedestrian facilities within the project area. Street Lighting No City-owned street lighting facilities exist within the project area. Xcel Energy- owned wooden poles with cobra-head light fixtures are present at the following intersections: southwest quadrant of Duluth Street/Wisconsin Avenue, northwest quadrant of Duluth Street/Valders Avenue, northeast quadrant of Duluth Street/Winnetka Avenue, north side of Westbend Road at Wisconsin Avenue, northeast corner of Valders Avenue/Winnetka Heights Drive, and the northwest quadrant of Valders Avenue/Westbend Road. 190 7 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. Public Participation As part of the public engagement process for the 2024 Pavement Management Program, two project open houses were held. The first open house was held in May 2023 and the second was held in October 2023. The open houses provided property owners with project information and a forum to express concerns and ask questions regarding the proposed project. Property owners were able to view the preliminary project design, including anticipated impacts to landscaping, trees, and driveways. Information regarding the Driveway Reconstruction Program and the Inflow and Infiltration Sewer Service Inspection Program was also available at these meetings. Property owners were also given the option to submit feedback/comments online in conjunction with each open house. All written comments received at or following the open house meetings, are summarized in Appendix A: Summary of Property Owner Comments. These written comments are a valuable tool for staff to identify issues that need to be addressed as part of the project design. The proposed improvements discussed in this portion of the feasibility report are shown on Exhibits 2A through 2F: Proposed Project Layouts. Sanitary Sewer and Water Main Sanitary Sewer Rehabilitation As discussed earlier in this report, a television inspection of the existing sanitary sewer system was performed during the preliminary design portion of this project. Based upon the results of the televising, it has been determined that all of sanitary sewer mains within the project area are in need of repair. The nature of the defects, including primarily cracked pipes and root intrusion, indicates that the majority of the sanitary sewer mains can be rehabilitated by structural lining. Sanitary sewer lining will be effective in repairing the defects and addressing the infiltration issues within the City’s system. In addition, there is a sag in the sanitary sewer along Valders Avenue North, approximately 45 feet south of the Westbend Road intersection that will require pipe replacement. The existing sanitary sewer defects are illustrated on Exhibit 7. The proposed sanitary sewer improvements are illustrated on Exhibits 2A through 2F: Proposed Project Layouts. In addition to lining the sanitary sewer mains, this project will incorporate other measures to reduce the amount of I/I being introduced into the City’s sanitary sewer main system. These I/I reduction efforts include the replacement of all 191 8 sanitary sewer manhole castings and covers and the rehabilitation and reconstruction of necessary sanitary sewer manholes. These measures have been implemented in past PMP projects, and are consistent with the City’s efforts to address all sources of I/I. Sanitary Sewer Service Rehabilitation As previously mentioned, property owners in the project area have been given the opportunity to voluntarily have their sanitary sewer service inspected as part of this project and as part of the City’s ongoing I/I Reduction Program. The intent of this voluntary inspection, which is funded by the City’s water and sewer fund, is to identify potential sources of I/I from the privately owned sanitary sewer services. It is also intended to let the property owners know what sewer service repairs are needed in order to become compliant with City Code. Property owners can use the information provided in the inspection to plan for future sewer service repairs, including participation in the sewer service repair program, which includes the option to specially assess the work offered as part of the proposed project. Sewer service inspections will begin in late 2023 for property owners involved with the project. Each property owner, including those who did not participate in the voluntary inspection program, will be given the opportunity to have repairs performed on their sanitary sewer service. These repairs will be performed in conjunction with this project but will be completed under a separate contract from the public improvements. Homeowners will be able to have their sewer services lined, or removed and replaced, as part of this program. Interested homeowners can enter into a three-way agreement with the Contractor and the City. The Contractor performs the work, the City pays the Contractor, and the homeowner reimburses the City over a ten year period via a special assessment. Water Main Rehabilitation Based upon water system maintenance records, it is proposed that the existing 6-inch cast iron water main located in the project area be replaced as part of this project with polyvinyl chloride (PVC) plastic pipe. As part of the water supply modeling in the City’s Comprehensive Plan, it is recommended that existing 6- inch water main pipe be upsized as feasible to 8-inch pipe to assist with fire protection system wide. The 6-inch ductile iron pipe on Valders Court will remain in place. Existing water services will be replaced with high-density polyethylene (HDPE) plastic pipe to the right-of-way line. New curb stops will also be installed at the right-of-way line on new water services. A temporary water supply system will be required to provide water to the homes during water main replacement. The proposed water main replacement is shown on Exhibits 2A through 2F: Proposed Project Layouts. 192 9 In addition to water main replacement, all hydrant and gate valves will be replaced throughout the project area, with the exception of Valders Court. Additional gate valves and hydrants will be added where needed to meet current spacing requirements. Stormwater Management The entire 2024 PMP project area is part of the Bassett Creek Watershed, and is contained within the Bassett Creek Main Stem (Upstream) subwatershed. Therefore, the proposed improvements will be designed in accordance with the City’s standards and the Bassett Creek Water Management Commission (BCWMC) Requirements for Improvements and Development Proposals, including the implementation of temporary and permanent stormwater best management practices (BMPs) as part of the project design and during construction. Additionally, the project will be required to obtain an NPDES Construction Stormwater Permit from the Minnesota Pollution Control Agency (MPCA). The minimization of impervious surfaces such as street pavement, which generate higher volumes of stormwater runoff than vegetated pervious surfaces, is a goal of PMP design. Quantities of existing street impervious area, post construction impervious area, and the overall decrease in impervious area for the 2024 PMP are summarized in the table on the next page. The 2024 PMP street reconstruction is a linear project that will disturb more than one acre, therefore must be submitted to the Bassett Creek Watershed Management Commission (BCWMC) for review and approval for erosion and sediment control standards. As the linear project is not adding any net new impervious surfaces, the 2024 project area is exempt from BCWMC water quality standards. The City of Golden Valley is a municipal separate storm sewer system (MS4) permittee. MS4, as defined in Minnesota Rule 7090, is a conveyance or system of conveyances including roads with drainage systems, municipal street, catch basins, curbs, gutters, ditches, man-made channels, or storm drains: owned by a city, designed, or used for collecting or conveying storm water, which is not a combined sewer, and that is not part of a publicly owned treatment facility. MS4 permit holders in Minnesota must satisfy the requirements of the MS4 general permit if they are at least one of the following: located in an urbanized area and used by a population of 1,000 or more, owned by a municipality with a population of 10,000 or more, or have a population of at least 5,000 and the system discharges to specially classified bodies of water. The MS4 general permit is designed to reduce the amount of sediment and other pollutants entering state waters from storm water systems. As an MS4 permittee, the City has a post construction stormwater management standard that must be implemented, including treatment of the water quality volume on any project where the sum of the new impervious and fully reconstructed impervious surfaces equals one or more acres. Where the entire water quality volume cannot be treated within the existing right-of-way, a reasonable attempt to obtain additional right- 193 10 of-way, easement, or other permission to treat the stormwater during the project planning process must be made. The City also adheres to the Minimal Impact Design Standards (MIDS) performance goals for new development, redevelopment, and linear projects and the requirements of BCWMC. MIDS, developed by the Minnesota Pollution Control Agency (MPCA), has a set of performance goals and design standards to promote low impact development and other stormwater management techniques. MIDS has a similar, but more stringent, water quality volume requirement as the MS4 permit. To meet the MIDS performance goal for linear projects, the water quality volume must be calculated as the larger of 1.1 inches of runoff from the net increase in impervious area, or 0.55 inches of runoff from the new and fully reconstructed impervious surfaces. The required water quality volume for the project area is summarized in the table below. Existing Impervious Area (acres) Post Construction Impervious Area (acres) Decrease of Impervious Area (acres) Newly Reconstructed Impervious Area (acres) Required Water Quality Volume * (cubic feet) % Reduction of Impervious Area Street 5.51 5.05 0.46 5.05 10,091 8.3% * Water quality volume is calculated, per the MIDS performance goal, as 0.55 inches of runoff from the new and fully reconstructed impervious surfaces. Per the BCWMC Requirements for Improvements and Development Proposals, Linear projects on sites without restrictions that create one or more acres of net new impervious surfaces shall capture and retain onsite 1.1 inches of runoff from the net new impervious surfaces. This performance goal does not apply to this project since the proposed improvements result in a reduction in impervious surface area. Due to limited right-of-way on the 2024 PMP project, as well as a City Code prohibiting infiltration practices within 25’ of the sanitary sewer, the water quality volume as described above, cannot be treated within the right-of-way. Since the project area is a fully built out residential neighborhood, there is no additional right-of-way or easements that can be acquired for substantial treatment. The City of Golden Valley has reached out to property owners in the project area asking if any of them would like to add a small rain garden or similar BMP to their property, but there was no interest. Temporary BMPs will be installed during construction and will remain in place until stabilization. A Stormwater Pollution Prevention Plan (SWPPP) will be prepared for the project. The majority of the proposed storm sewer improvements for the project area are modifications, extensions, and/or replacements of the existing storm sewer system to help facilitate drainage of streets, rights-of-way, and adjacent properties to the extent feasible. There are new catch basins proposed to be installed at the intersection of Orkla/Winnetka Heights Drive, as well as on Duluth Street 600 feet east of Wisconsin Avenue. These storm sewer systems will be routed via trunk storm sewer to the existing storm sewer systems along Westbend Road and Wisconsin Avenue, respectively. Since the overall contributing area will not be changed with this additional 194 11 storm sewer, there will be no increase to the overall stormwater volume conveyed to the existing trunk storm sewer system. As with past PMP projects, a sump discharge drainage system is proposed within the project area. This sump discharge drainage system consists of a piping system behind the curb and a service stub for potential connection of private sump pump discharges. The sump discharge drainage system is proposed for locations where a significant number of sump pumps are present and provides an alternative to discharging sump pumps above ground into backyards, the street, or into the sanitary sewer system, where clear water flows are not allowed. Additional Water Quality Measures While infiltration is not feasible due to the typical clayey soils that prevent water infiltration into the subsurface, rain gardens designed as filtration basins may be feasible. The City will provide technical assistance to individual homeowners if they desire to create “rain garden” filtration basins on their property. Storm sewer sump manholes with manhole baffles will be installed throughout the project area where practical, prior to stormwater discharge from the project limits. Manhole baffles provide pre-treatment to stormwater entering the sump manholes by filtering out sediment as it enters the manhole. The sump manholes allow the larger debris and sediment that is filtered from the stormwater by the manhole baffle to settle out in the sump, where it is cleaned out on a regularly scheduled basis as part of the City’s maintenance program. Streets The City of Golden Valley Pavement Management Program stresses the use of proper pavement rehabilitation measures for each street. After reviewing the streets within the project area, it has been determined that reconstruction to City standards is the appropriate rehabilitation measure. This section of the report will discuss proposed rehabilitation measures being recommended, as well as the structural and geometric concerns encountered during preliminary design. Street Widths The existing street widths are illustrated in Exhibit 3: Existing Street Widths. The proposed width of each street is shown on Exhibits 2A through 2F: Proposed Project Layouts and on Exhibit 4: Proposed Street Widths. For the 2024 PMP, streets typically match the City standard street width of 26 feet (measured face of curb to face of curb). At the east end of Duluth Street in the project area, the street is proposed to be widened to 30 feet (face of curb to face of curb) to provide additional space for on street parking for passengers who access the Metro Transit bus stop at the Duluth Street and Winnetka Avenue intersection. 195 12 Subgrade Corrections Based upon the subsurface conditions encountered within the project area, it is recommended that subgrade correction occur beneath each street. Subgrade correction is performed by removing soft, moisture-susceptible soils that are structurally unsuitable, and backfilling with clean (minimal silt) granular material such as sand or gravel. The subgrade correction planned for all streets in the project area includes subcutting and replacing the excavated soils with a minimum of three feet of sand and the City’s standard bituminous and gravel base street section. Refer to Exhibit 5: Subcut Depths and Soil Boring Locations for an illustration of the proposed subcut areas and depths. Concrete Curb and Gutter The installation of concrete curb and gutter is required by the City because of its engineering and maintenance advantages. Curb and gutter provides pavement edge support and protection, facilitates roadway drainage, and eliminates the need for ditches. Given the practicality of curb and gutter and its usefulness, the City’s standard practice is to install concrete curb and gutter on all streets in the project area. The standard type of concrete curb and gutter on Golden Valley streets includes a 6-inch high barrier curb and an 18-inch wide gutter (B618 concrete curb and gutter). Intersection and Curve Improvements The existing intersection of Valders Avenue North and Winnetka Heights Drive is a 90-degree curve with a small radius. It is proposed to enlarge the radius of this curve to flatten it out which will make plowing operations more efficient. Improvements to the remaining intersections include installing concrete curb and gutter throughout the project area to comply with City standards for residential streets. Concrete curb and gutter facilitates improved drainage at each intersection as well as provides edge protection to the new bituminous pavement. Proposed geometrics for the project area are illustrated in Exhibits 2A through 2F: Proposed Project Layouts. Pedestrian Facilities The current City of Golden Valley Sidewalk and Trail Plan identifies a future sidewalk on Duluth Street to connect the General Mills Research Nature Area trail to Winnetka Avenue North. The 2022 PMP constructed the western portion of the sidewalk between the General Mills Nature Area and Wisconsin Avenue North. This project will begin the sidewalk where the 2022 PMP ended at Wisconsin Avenue North and connect to the sidewalk on Winnetka Avenue North. Additional, pedestrian safety improvements are proposed at the north leg of the Winnetka Avenue North/Duluth Street intersection. A pedestrian island is proposed to 196 13 be constructed on Winnetka Avenue North, replacing the existing two-way center left turn lane. Southbound vehicles on Winnetka Avenue North wanting to make a left will have to do so from the thru lane. All four existing pedestrian ramps at the Duluth Street/Winnetka Avenue North intersection will be reconstructed in accordance with the Americans with Disabilities (ADA) requirements. Coordination with Hennepin County will be required to gain approval for these proposed improvements within County right- of-way. The existing pedestrian routes through the project area are illustrated on Exhibit 6: Pedestrian Routes. Street Lighting As described above, the project area does not contain any City-owned streetlights. No new street lighting is proposed for the project area. Tree and Landscape Impacts The proposed project outlined in this feasibility report includes minimizing impacts to landscaping, trees, and shrubs as a major design consideration. As a result, the impacts have been minimized to the extent possible. It is estimated that approximately 25 trees will be impacted by the proposed improvements. The extent of the potential tree impacts due to the reconstruction of sanitary sewer and water services cannot be quantified at this time. Because maintenance of private sanitary sewer services is the responsibility of the individual homeowners, the removal and replacement of trees and shrubs due to sewer service repairs will also be the homeowners’ responsibility. Any tree removals required for sewer service repairs will be included in the assessable costs, but replacement trees or shrubs will be the responsibility of the property owner. The potential impacts to trees, shrubs and landscaping is one of the primary reasons that lining of sanitary sewer services is the preferred method of rehabilitation. Driveway Reconstruction Program As with past PMP projects, homeowners within the project area whose driveways are impacted by street reconstruction will be given the opportunity to have their driveway replaced as part of the project, at contract unit prices. As part of this program, property owners have the option of having the driveway reconstruction costs assessed against their property for a period of 10 years. It should be noted that the City may reject homeowner participation in the driveway replacement program in situations where the reconstruction is excessively complicated or the risk of additional liability to the City is high during the reconstruction of the driveway. Challenging driveway reconstruction often includes pavement removal or installation against the base of retaining walls, foundation, or basement walls or very flat or steep grades. The City also evaluates the number of driveways on a single property for compliance with City Code Chapter 113-88 – Street Access. Staff will meet with homeowners during final design to determine the status of secondary driveways. Typically, a property is allowed a single driveway unless specific conditions are met. 197 14 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 utility work, storm drainage improvements, and street reconstruction costs. The estimated project costs include construction costs and construction contingencies, and an estimated 25 percent of the construction costs as indirect costs. These indirect costs typically include project design, surveying, construction administration, and legal costs. Discussion on the financing and funding sources for the proposed improvements is included in the next section of this report. Sewer and Water Costs The estimated sewer and water costs include all water main replacement, sanitary sewer repairs (including service wye liners), and maintenance as outlined within this report. Estimated Construction Costs = $ 1,575,000 Estimated 25% Indirect Costs = $ 525,000 Estimated Sewer and Water Total = $ 2,100,000 Storm Drainage Costs The estimated storm drainage costs include all storm sewer installation, water quality measures, and erosion control. Estimated Construction Costs = $ 900,000 Estimated 25% Indirect Costs = $ 300,000 Estimated Storm Drainage Total = $ 1,200,000 Street Reconstruction Costs The estimated street reconstruction costs include all subgrade correction, pavement, curb and gutter, and turf restoration. Estimated Construction Costs = $ 4,125,000 Estimated 25% Indirect Costs = $ 1,375,000 Estimated Street Reconstruction Total = $ 5,500,000 Duluth Street Sidewalk Costs The estimated sidewalk construction costs include new concrete sidewalk on Duluth Street. Estimated Construction Costs = $ 150,000 Estimated 25% Indirect Costs = $ 50,000 Estimated Sidewalk Reconstruction Total = $ 200,000 198 15 Total Project Costs Estimated Sewer and Water Costs = $ 2,100,000 Estimated Storm Drainage Costs = $ 1,200,000 Estimated Street Reconstruction Costs = $ 5,500,000 Estimated Sidewalk Construction Costs = $ 200,000 Estimated Total Project Cost = $ 9,000,000 Proposed Project Financing The proposed financing of this project is a combination of special assessments to properties abutting the streets being improved, Street Improvement funds, Duluth Street Sidewalk funds, the Sewer and Water Reserve Fund, and the Storm Water Improvement Fund. The following is a brief description of each of these funding sources and a summary of the estimated amount to be funded from each source. Special Assessments The proposed special assessments for the 2024 Pavement Management Project are consistent with the City of Golden Valley Special Assessment Policy and Minnesota Statutes, Chapter 429. As outlined in the Special Assessment Policy, residential properties are assessed on a per-unit basis for each single family or duplex unit. Oversized lots that may potentially be subdivided into additional conforming lots are assessed one unit assessment for each potential lot. However, only one unit assessment is levied with the project, with the other assessments being deferred until the property is subdivided. Corner residential lots are assessed one-half unit for each of the lot’s frontage being improved, with no more than one full unit assessed, unless the lot could be subdivided. Corner lots adjacent to County roads are assessed one full unit for the local street being reconstructed. The use of special assessments for financing public improvement projects is outlined in Minnesota Statutes, Chapter 429. This law requires that when special assessments are used to finance projects a minimum of 20% of the project cost must be specially assessed. Therefore, because special assessments are being used to finance a portion of the street reconstruction costs, the assessments must be at least 20% of that cost. The project costs associated with sanitary sewer, watermain and storm sewer construction are financed from dedicated funds, and special assessments are not utilized for funding for utilities. Special assessments are also not planned to be utilized for the proposed Duluth Street sidewalk improvements, as those improvements would be funded by Duluth Street Sidewalk funds. Preliminary special assessment rates of $11,100.00 per single-family residential unit represent approximately 20% of the estimated construction costs for a 26- foot-wide local street. The final special assessment rate will be calculated following the opening of construction bids and will be based on actual costs. 199 16 Based upon the current schedule for the 2024 PMP project, it is anticipated that the construction contract award and the Public Hearing for the Special Assessments will be held at the March 5, 2024 City Council Meeting. As shown on Appendix B: Preliminary Special Assessment Roll, the estimated amount of street reconstruction costs to be financed through special assessments is $937,950.00. Sewer and Water Reserve Fund The Sewer and Water Reserve Fund will be the funding source for all sanitary sewer and water main work discussed within this report. The estimated amount to be funded from this source is $2,100,000. The Sewer and Water Reserve Fund is financed from sanitary sewer and water utility fees. Storm Sewer Improvement Fund All storm drainage improvements, including lateral storm sewer extensions, drain tile, erosion control, and stormwater BMPs are funded from the Storm Sewer Improvement Fund. The estimated amount to be funded from this source is $1,200,000. The Storm Sewer Improvement Fund is financed from stormwater utility fees paid by all properties in the City. Street Improvement Funds All street rehabilitation costs not funded by special assessments will be funded using street improvement tax levies. These levies are used to repay bonds sold to finance the project. The estimated amount to be funded from this source is $5,500,000. The City will be applying for Active Transportation funding grants to pay for the pedestrian improvements at the intersection of Winnetka Avenue North and 23rd Avenue North If unsuccessful, those improvements will be funded using Street Capital Improvement Plan (CIP) dollars. Duluth Street Sidewalk Improvement Funds All proposed Duluth Street sidewalk will be funded using Duluth Street Sidewalk funds. The estimated amount to be funded from this source is $200,000. Financing Summary The following is a summary of the amounts to be funded from each of the sources discussed above. Sewer and Water Reserve Fund = $ 2,100,000 Storm Sewer Improvement Fund = $ 1,200,000 *Street Improvement Funds = $ 5,500,000 Duluth Street Sidewalk Funds = $ 200,000 Estimated Total Project Cost = $ 9,000,000 *Street Reconstruction Bonds are sold, paid back with Special Assessments. 200 17 SUMMARY AND RECOMMENDATIONS This feasibility report for the proposed 2024 Pavement Management Project has been prepared in accordance with the Golden Valley City Council’s authorization on October 6, 2022. The proposed improvements are part of a City-wide Pavement Management Program adopted by the City in order to provide a high-quality street system in a long-term, cost-effective manner. The Pavement Management Program also includes the rehabilitation and/or replacement of the existing sanitary sewer, water main, and storm sewer systems as needed with each project. This report discusses the proposed improvements to streets illustrated on Exhibit 1: Project Location Map, which are proposed to be constructed during the 2024 construction season. Engineering staff has determined that the improvements outlined in this report are feasible from an engineering perspective. These improvements are consistent with the City of Golden Valley Pavement Management Program and will benefit the community and those properties abutting the proposed improvements. The City Council should determine the cost-effectiveness of the proposed improvements. Staff recommends approval of City Improvement Project No. 24-01, 2024 Pavement Management, as discussed within this report. Staff further recommends that the City Council authorize advertising for bids to construct the project. 201 Exhibits Exhibit 1 - Project Location Map Exhibit 2A – 2F - Proposed Project Layouts Exhibit 3 - Existing Street Widths Exhibit 4 - Proposed Street Widths Exhibit 5 - Subcut Depths / Soil Boring Locations Exhibit 6 - Pedestrian Routes Exhibit 7 - Sanitary Sewer Defects Exhibit 8 – Watermain Breaks 202 Save: 8/29/2023 3:43 PM sprall Plot: 11/7/2023 8:04 AM X:\FJ\G\GOLDV\170054\4-prelim-dsgn-rpts\Exhibits\PROJECT LOCATION MAP.dwg0 feetscale 200 400200 100 EXHIBIT NO. 1 PHONE: 651.490.2000 3535 VADNAIS CENTER DRIVE ST. PAUL, MN 55110-5196 www.sehinc.com FILE NO. DATE: GOLDV 170054 PROJECT LOCATION MAP 2024 PAVEMENT MANAGMENT PROGRAM (PMP) GOLDEN VALLEY, MINNESOTA LEGEND 11/07/2023 PROJECT LOCATION (FULL RECONSTRUCTION) PROJECT LOCATION (MILL & OVERLAY) 203 T-BUR T-BUR FOFOFOFOFOFOFO FO FO FO FOFOFOFOFOFOFOFOFOFOFO FO GGGGGGG GGTTTTEECTRLECTRLGECTRLEGECTRLECTRL13"20"20"20"20"24"30"28"12"2"1"28"18"18"8"3"I I I I I I >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>MSB:403>>>>>>BIT.BIT.CONC.CONC.CONC.I9" VSP15" RCP12" RCP12" RCP12" RCP12" RCP12" RCP12" RCP9" VSPI XCT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURP-BURSTST-BURT-BURT-BURT-BURFOFOFOFOFOT-BURT-BURT-BURT-BURT-BURT-BURTV-BURTV-BURTV-BURTV-BURP-OHP-OH P-OH P-OH ABANDONED FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOFOFOFOFOFOFOP-OHP-OHP-OHP-OHP-OHP-OHFOFOFOFOFOFOT-BURT-BURT-BURT-BURT-BURT-BURT-BURP-OHP-OHP-OHP-BURHIGH VOLTAGEHIGH VOLTAGEP-BUR GGGG GGGG 6" MDPE GAS 24" STEEL GAS 800080011890182119201921CONC.BIT.CONC.BIT. 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BIT.BIT.BIT.BIT.BIT.CONC.CONC.CONC.CONC. CROSS HATCHED FENCE AND LANDSCAPING w/ ROCK TREE LINE 9" VSP9" VSP6" CIP6" CIP 6" CIP 9" VSPI IXWD SSSCOST-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BUR ABANDONEDGABANDONED>>P-OH P-OH P-OH P-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-BURP-BUR P-BURP-BURP-BURP-BUR HIGH VOLTAGEHIGH VOLTAGE HIGH VOLTAGE8140202081018071 2041205080002105IIIIIIIIIII I III I >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>COCO COCOCO CO CO CO COSTSave: 10/3/2023 1:29 PM sprall Plot: 11/7/2023 8:06 AM X:\FJ\G\GOLDV\170054\4-prelim-dsgn-rpts\Exhibits\CONSTRUCTION LAYOUT.dwg PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196www.sehinc.comFILE NO.DATE:SEE ABOVE RIGHTSEE BELOW LEFT0feetscale30603015EXISTING CURB & GUTTERPROPOSED CURB & GUTTERPEDESTRIAN IMPROVEMENTSCONSTRUCTION LIMITSEXISTING SANITARY SEWERCIPP LINING EXISTING SANITARY SEWERSANITARY SEWER REPLACEMENTEXISTING WATER MAINPROPOSED WATER MAINEXISTING STORM SEWERPROPOSED STORM SEWERPROPOSED DRAINTILEPROPOSED SIDEWALKDENOTES PROPOSED STREET WIDTH (F-F)>II>>>SEE EXHIBIT 2DSEE EXHIBIT 2FSEE EXHIBIT 2ASEE EXHIBIT 2A0feetscale30603015GOLDV 1700542024 PMP FEASIBILITY EXHIBITS2024 PAVEMENT MANAGEMENT PROGRAM (PMP)GOLDEN VALLEY, MINNESOTA11/07/2023SEE EXHIBIT 2DSEE EXHIBIT 2B208 T-BURGGGGGGGGGGGGG19"20"32"32"28"24X2" 32" 24" 16" 28" 16" 20"36"12"4"26"8"19"IIIIIIIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>MSB:413BIT.BIT.BIT.BIT.BIT.BIT.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC. WALKLANDSCAPING w/ BOULDER EDGINGLANDSCAPING w/STACKED BRICK EDGING12" PVC9" VSP9" VSP9" VSP12" RCP12" RCP6" CIP6" CIP6" CIP6" CIP6" DIP12" RCP12" RCPIIII8" PVCXWDSTSSSCOSCOCOT-BURT-BURT-BURT-BURGGGGGGGGGGGGABANDONEDABANDONEDABANDONEDABANDONEDABANDONED>>>>>>>>>>>>>>>>>>>>STP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURHIGH VOLTAGEHIGHVOLTAGEHIGH VOLTAGE804080208000225022552225220522002220214021308101807120418000210521352145T-BURT-BURT-BURIIIIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>COCOCOCOCOCOCOSTT-BURGGGG32"24"MB 16"II I IIIIIIIII >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>MSB:413BIT.BIT.BIT.BIT.BIT.BIT.BIT.BIT.CONC.CONC.CONC.9" VSP 8 " P V C12" RCP18" RCP 18" RCP12" RCP 6" CIP6" DIP12" RCP12" RCPSTSTSTSSSCO>>>>>>T-BURT-BURT-BUR T-BUR T-BUR T-BUR T-BUR T-BUR T-BURTV-BUR TV-BUR TV-BURTV-BURTV-BURTV-BURT-BURT-BURT-BURT-BUR GGGGGGG GABANDONED P-BURP-BURP-BURP-BURP-BURP-OHP-BURP-BURP-BURP-BUR HIGHVOLTAGE 2200796079407920214079457900220522092145 T-BURT-BURT-BURT-BURI I I I I>>>>>>>>>>>>>>>>>>CO COSTSave: 10/3/2023 1:29 PM sprall Plot: 11/7/2023 8:07 AM X:\FJ\G\GOLDV\170054\4-prelim-dsgn-rpts\Exhibits\CONSTRUCTION LAYOUT.dwg PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196www.sehinc.comFILE NO.DATE:GOLDV 1700542024 PMP FEASIBILITY EXHIBITS2024 PAVEMENT MANAGEMENT PROGRAM (PMP)GOLDEN VALLEY, MINNESOTA11/07/20230feetscale30603015EXISTING CURB & GUTTERPROPOSED CURB & GUTTERPEDESTRIAN IMPROVEMENTSCONSTRUCTION LIMITSEXISTING SANITARY SEWERCIPP LINING EXISTING SANITARY SEWERSANITARY SEWER REPLACEMENTEXISTING WATER MAINPROPOSED WATER MAINEXISTING STORM SEWERPROPOSED STORM SEWERPROPOSED DRAINTILEPROPOSED SIDEWALKDENOTES PROPOSED STREET WIDTH (F-F)2" MILL AND OVERLAY>II>>>SEE EXHIBIT 2E0feetscale30603015SEE ABOVESEE ABOVESEE BELOWSEE EXHIBIT 2E209 Save: 10/3/2023 1:31 PM sprall Plot: 11/7/2023 8:07 AM X:\FJ\G\GOLDV\170054\4-prelim-dsgn-rpts\Exhibits\EXISTING STREET WIDTHS.dwg0 feetscale 200 400200 100 EXHIBIT NO. 3 PHONE: 651.490.2000 3535 VADNAIS CENTER DRIVE ST. PAUL, MN 55110-5196 www.sehinc.com FILE NO. DATE: GOLDV 170054 EXISTING STREET WIDTHS 2024 PAVEMENT MANAGMENT PROGRAM (PMP) GOLDEN VALLEY, MINNESOTA LEGEND 11/07/2023 29' FACE OF CURB TO FACE OF CURB 44' FACE OF CURB TO FACE OF CURB 210 Save: 10/10/2023 12:04 PM sprall Plot: 11/7/2023 8:08 AM X:\FJ\G\GOLDV\170054\4-prelim-dsgn-rpts\Exhibits\PROPOSED STREET WIDTHS.dwg0 feetscale 200 400200 100 EXHIBIT NO. 4 PHONE: 651.490.2000 3535 VADNAIS CENTER DRIVE ST. PAUL, MN 55110-5196 www.sehinc.com FILE NO. DATE: GOLDV 170054 PROPOSED STREET WIDTHS 2024 PAVEMENT MANAGMENT PROGRAM (PMP) GOLDEN VALLEY, MINNESOTA LEGEND 11/07/2023 26' FACE OF CURB TO FACE OF CURB 30' FACE OF CURB TO FACE OF CURB TRANSITION BETWEEN 26' AND 30' FACE OF CURB TO FACE OF CURB 211 Save: 10/3/2023 2:02 PM sprall Plot: 11/7/2023 8:08 AM X:\FJ\G\GOLDV\170054\4-prelim-dsgn-rpts\Exhibits\PROPOSED SUBCUT DEPTHS.dwg0 feetscale 200 400200 100 EXHIBIT NO. 5 PHONE: 651.490.2000 3535 VADNAIS CENTER DRIVE ST. PAUL, MN 55110-5196 www.sehinc.com FILE NO. DATE: GOLDV 170054 PROPOSED SUBCUT DEPTHS AND SOIL BORING LOCATIONS 2024 PAVEMENT MANAGMENT PROGRAM (PMP) GOLDEN VALLEY, MINNESOTA LEGEND 11/07/2023 3' SUBCUT B-10 SOIL BORING LOCATION B-401 B-402 B-403 B-404 B-405 B-407 B-410 B-409 B-411 B-412 B-413 B-406 B-408 212 Save: 11/7/2023 7:59 AM sprall Plot: 11/7/2023 8:09 AM X:\FJ\G\GOLDV\170054\4-prelim-dsgn-rpts\Exhibits\PEDESTRIAN ROUTES.dwg0 feetscale 200 400200 100 EXHIBIT NO. 6 PHONE: 651.490.2000 3535 VADNAIS CENTER DRIVE ST. PAUL, MN 55110-5196 www.sehinc.com FILE NO. DATE: GOLDV 170054 PEDESTRIAN ROUTES 2024 PAVEMENT MANAGMENT PROGRAM (PMP) GOLDEN VALLEY, MINNESOTA LEGEND 11/07/2023 EXISTING PEDESTRIAN ROUTE EXISTING PEDESTRIAN ISLAND CONSTRUCT 6' SIDEWALK W/ 6' BOULEVARD CONSTRUCT 8' SIDEWALK AT BACK OF CURB CONSTRUCT PEDESTRIAN ISLAND 213 2230 2220 2200 2160 2140 2120 2100 8340 83108340193581108130815081708210809181012220 2200 2150 2140 8140 2001 2021 2041 2125 2145 2155 2205 22252220 807080002020200081002145 807080008001807181018131816182018209821519408345 2105 2041 2031 2021 2011 2001 19211920 1940 2000 2020 2030 2040 2050 2250 2220 2200 2140 2130 80002105 2135 1810 2205 1821 1811 1801810081318161819182011850 1870 1890 1851 1871 8001 8220 1870 8231 186583152205 2225 22552250 2200 2160 2140 2120 2040 2020 20002005 2025 2045 2125 2145 2165 2205 2223 79257955 22558225225022552041807181011900821682048190816081308100834023058250820081808140810080408020800023001820 7840 2120 2140 2142 2200 2202 1900 1920 1940 2000 2020 2040785379007920794079602209 1800 21257945 ! !!!! ! ! ! !!! ! !! ! !! !! ! ! !! ! ! ! !! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !Valders Ave NWisconsin Ave NDuluth St 23rd Ave N Patsy LnWisconsin Ave NWinnetka Ave NWestbend Rd Winnetka Heights Dr Valders Ave NValders Ct Orkla Dr1235 12461248 12452492 1162 1163 1164 1343 1342 1344 1367 1366 1249 13411784 1793 2299 2300 2275 2304A 1340 1234 2493 1246A1247 17881785 1920A 1791 1789 1790 1787 1792 1927 1250 1245A 1928 1786 1923 1924 1925 1926 3075 3074 Exhibit No. 7 3535 VADNAIS CENTER DR. ST. PAUL, MN 55110 PHONE: (651) 490-2000 FAX: (888) 908-8166 TF: (800) 325-2055 www.sehinc.com SANITARY SEWER DEFECTS Map by: tschwarz Projection: Hennepin CC Source: City of Golden Valley, SEH Project: GOLDV 170054 Print Date: 10/9/2023 This map is neither a legally recorded map nor a survey map and is not intended to be used as one. This map is a compilation of records, information, and data gathered from various sources listed on this map and is to be used for reference purposes only. SEH does not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and SEH does not represent that the GIS Data can be used for navigational, tracking, or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The user of this map acknowledges that SEH shall not be liable for any damages which arise out of the user's access or use of data provided. 2024 Pavement Management Program (PMP)Path: X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\90-GIS\Maps\PMP_2024\PMP_2024.aprxO Pipe Defects Crack Deposits Fine Roots Fracture Joint Offset Med Roots Pipe Broken Root Ball Sag Active Service Project Area 1 inch = 200 feet 214 2230 2220 2200 2160 2140 2120 2100 8340 83108340193581108130815081708210809181012220 2200 2150 2140 8140 2001 2021 2041 2125 2145 2155 2205 22252220 807080002020200081002145 807080008001807181018131816182018209821519408345 2105 2041 2031 2021 2011 2001 19211920 1940 2000 2020 2030 2040 2050 2250 2220 2200 2140 2130 80002105 2135 1810 2205 1821 1811 1801810081318161819182011850 1870 1890 1851 1871 8001 8220 1870 8231 1865831583452205 2225 22552250 2200 2160 2140 2120 2040 2020 20002005 2025 2045 2125 2145 2165 2205 2223 79257955 22558225225022552041807181011900821682048190816081308100834023058250820081808140810080408020800023001820 7840 2120 2140 2142 2200 2202 1900 1920 1940 2000 2020 2040785379007920794079602209 1800 21257945 !( !( !(!( !( !( !( !( !( !( !( !( 23rd Ave N Duluth StWisconsin Ave NWestbend Rd Winnetka Ave NWinnetka Heights Dr Wisconsin Ave NValders Ave NValders Ave NValders Ct Wisconsin Ave NPatsy Ln Orkla DrExhibit No. 8 3535 VADNAIS CENTER DR. ST. PAUL, MN 55110 PHONE: (651) 490-2000 FAX: (888) 908-8166 TF: (800) 325-2055 www.sehinc.com WATERMAIN BREAKS Map by: tschwarz Projection: Hennepin CC Source: City of Golden Valley, SEH Project: GOLDV 170054 Print Date: 10/3/2023 This map is neither a legally recorded map nor a survey map and is not intended to be used as one. This map is a compilation of records, information, and data gathered from various sources listed on this map and is to be used for reference purposes only. SEH does not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and SEH does not represent that the GIS Data can be used for navigational, tracking, or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The user of this map acknowledges that SEH shall not be liable for any damages which arise out of the user's access or use of data provided. 2024 Pavement Management Program (PMP)Path: X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\90-GIS\Maps\PMP_2024\PMP_2024.aprx!(Watermain Breaks Watermain Project Area 1 inch = 200 feet O 215 Appendix A Summary of Property Owner Comments 216 HOUSE No.STREET PROPERTY OWNER(S)Phone NumberEmail2024 PMP Property?Invisible FenceAutomatic Sprinkler SystemSump PumpRetaining Walls/ Landscape FeaturesSanitary Sewer Service ProblemsStreet Width IssuesComments8000 Duluth St Bruce & Michele Weaver 763-464-6261YSump pump discharges into the back yard. North side of the house. 2000 Orkla Dr Ryan Brunt & Lean Fanning715-864-1423507-206-8994Y YOn the property line between our house to the next on Orkla there is a low spot and the water doesn't drain to the street. Looking for the best solution to get it flowing out instead of collecting and sitting. 2140 Orkla Dr Ellen Johnson 612-240-2849ellenjohnson85@gmail.comY YSump Pump discharges near the gas meter on the SW corner of the house. There is a small perennial garden near the end of the driveway. I have retaining walls and/or landscape features within 10 feet of the street.2220 Orkla Dr Toni Ihrke 763-542-8909 Y YMy sump pump was put it 30 years ago. I actually don't know where it drains to. It does not drain outside. I think I need an inspection. Thanks, 2225 Orkla Dr Bob & Barb Wollak 763-545-1428bawollak@gmail.comY YSump pump discharges into the street. 8140 Winnetka Hts Dr Allen & Julie Engle 763-541-9644julieengle8140@gmail.comY2000 Wisconsin Ave N David & Lisa Louis763-546-0179612-849-9945612-930-6109y y y2 Sump pumps - North and South side of house. An additional drain pipe from the back yard. There is an existing berm. 2005 Wisconsin Ave NMatthew & Gretchen Brumbaugh952-500-1723mgbrumbaugh@msn.comYSump pump discharge location is on Wisconsin.2045 Wisconsin Ave N Laura Henson 763-228-6814 Y Y Y2200 Wisconsin Ave N Elaine Reiss 763-545-9514 Y2205 Wisconsin Ave N Margaret Peterson 763-544-5606 Y NNo sump pump - not needed - okay to add. Issue: Sapling Maple on the South side. Issue: Sapling Pine on the NE side.2024 PMP Comments217 Appendix B Preliminary Assessment Roll 218 RESIDENTIAL ASSESSMENT RATE=$11,100.00NO. OF PROPERTIES91PIDHOUSE NO.STREETADDRESSPROPERTY OWNERSFRONTAGENOTESRES. UNITSDEFFERED ASSMTSLEVIEDTOTAL30118211400148000Duluth St 8000 DULUTH ST B R WEAVER & M C O'BRIEN233.241,21$0$11,100$11,10030118214100268001Duluth St8001 DULUTH STANDREW WERNER127.341,40.5$0$5,550$5,55030118211400138070Duluth St8070 DULUTH STW A DANDO & C L DANDO10011$0$11,100$11,10030118214100648091Duluth St8091 DULUTH ST NATHAN REITSMA100.5911$0$11,100$11,10030118211400128100Duluth St8100 DULUTH STTRUDY LANA LERNER10011$0$11,100$11,10030118214100638101Duluth St8101 DULUTH ST J GRZESIAK & M H GRZESIAK10011$0$11,100$11,10030118211400118130Duluth St8130 DULUTH STNILS E & KAYLA R JOHNSON10011$0$11,100$11,10030118214100628131Duluth St8131 DULUTH ST J G PREVOST & M J PREVOST10011$0$11,100$11,10030118211400108160Duluth St8160 DULUTH STD T HEIGL & A M DISCHINGER10011$0$11,100$11,10030118214100618161Duluth St8161 DULUTH STR A DUNKLEY & A KUENG10011$0$11,100$11,10030118211400098190Duluth St8190 DULUTH ST BRET FIERCE10011$0$11,100$11,10030118214100608191Duluth St8191 DULUTH ST MICHAEL N VINH10011$0$11,100$11,10030118214100598201Duluth St8201 DULUTH STJOSHUA HANSON/MARTHA HANSON10011$0$11,100$11,10030118211400418204Duluth St8204 DULUTH STCLAIRE SHEA & USMAN HUSSAIN93.9611$0$11,100$11,10030118211400408216Duluth St8216 DULUTH ST S PEDERSEN & N KRISTIN10011$0$11,100$11,10030118214100588231Duluth St8231 DULUTH STJONATHAN SCHOESSOW152.11,40.5$0$5,550$5,55030118211300688340Duluth St8340 DULUTH ST J I WILSON & D M WILSON TRS100.661,40.5$0$5,550$5,55030118211400352000Orkla Dr2000 ORKLA DR LEAH FANNING & RYAN BRUNT256.521,21$0$11,100$11,10030118211400272001Orkla Dr2001 ORKLA DR SUSAN A BETH ET AL235.41,21$0$11,100$11,10030118211400282020Orkla Dr2020 ORKLA DR JUDITH H HOOVER255.511,21$0$11,100$11,10030118211400262021Orkla Dr2021 ORKLA DR ANDREA GALL10411$0$11,100$11,10030118211400252041Orkla DrC/O JOHN KRBECHEK 234 ASTOR WAY SALINAS CA 93906JK1 HOLDINGS LLC1041,81$0$11,100$11,10030118211400832125Orkla Dr2125 ORKLA DR S V MADSON & D S YAHLE99.8811$0$11,100$11,10030118211400922140Orkla Dr2140 ORKLA DR E JOHNSON & J ERICKSON100.711$0$11,100$11,10030118211400842145Orkla Dr3559 WOODLAND CT EAGAN MN 55123 BRETT S BONIN100.721,71$0$11,100$11,10030118211400912150Orkla Dr2150 ORKLA DR JEFFREY & MARIA ANKENY100.3511$0$11,100$11,10030118211400852155Orkla Dr2155 ORKLA DR ANDREW R BERSCHEIT10311$0$11,100$11,10030118211400902200Orkla Dr2200 ORKLA DR PAULINE SIEPKA100.1111$0$11,100$11,10030118211400862205Orkla Dr2205 ORKLA DR DONALD T SPADACCINI ET AL102.1811$0$11,100$11,10030118211400892220Orkla Dr2220 ORKLA DR ANTOINETTE K IHRKE100.3311$0$11,100$11,10030118211400872225Orkla Dr2225 ORKLA DR ROBERT & BARBARA WOLLAK TRST102.1511$0$11,100$11,10030118211400882250Orkla Dr2250 ORKLA DR T R & J H ERICKSON103.141,40.5$0$5,550$5,55030118211400722255Orkla Dr2255 ORKLA DRDAVID KING & EMILY BROWER127.511,40.5$0$5,550$5,55030118214100171890Valders Ave N1890 VALDERS AVE N PARKS FAMILY TRUST120.81,40.5$0$5,550$5,55030118211400181920Valders Ave N1920 VALDERS AVE N MELISSA MURPHY & MARK MURPHY226.771,21$0$11,100$11,10030118211400171940Valders Ave N1940 VALDERS AVE ND P MERRILL & M C MERRILL84.0911$0$11,100$11,10030118211400162000Valders Ave N2000 VALDERS AVE NC J MELIN TRUST ETAL10011$0$11,100$11,10030118211400152020Valders Ave N2020 VALDERS AVE N SHARON M SOIKE100.0511$0$11,100$11,10030118211400082030Valders Ave N2030 VALDERS AVE N E I KAUFMAN & A KAUFMAN9611$0$11,100$11,10030118211400072040Valders Ave N2040 VALDERS AVE N T A RYDBERG & A B RYDBERG131.9311$0$11,100$11,10030118211400312041Valders Ave N2041 VALDERS AVE N MARK E THORSELL ET AL TRS256.0911$0$11,100$11,10030118211400552050Valders Ave N2437 RICE ST ROSEVILLE MN 55113 BHJN LLC61.421,91$0$11,100$11,10030118211400612105Valders Ave N2105 VALDERS AVE N M D ROBBINS & J A ROBBINS216.3111$0$11,100$11,10030118211400572130Valders Ave N2130 VALDERS AVE N LAUREN PODRATZ9211$0$11,100$11,10030118211400602135Valders Ave N2135 VALDERS AVE N JOY ARDELLE GERBER10011$0$11,100$11,10030118211400582140Valders Ave N2140 VALDERS AVE N ROBERT BRANDT90.311,50.5$0$5,550$5,55030118211400592145Valders Ave N2145 VALDERS AVE N STACY ELLEN LEVY103.7911$0$11,100$11,10030118211400472200Valders Ave N2200 VALDERS AVE N M D JORGENSON & M JORGENSON88.571,50.5$0$5,550$5,55030118211400502205Valders Ave N2205 VALDERS AVE N E G NELSON & K C NELSON10111$0$11,100$11,10030118211400462220Valders Ave N 2220 VALDERS AVE NE M SCALETTA & V A GRUBER TR921,21$0$11,100$11,10030118211400492225Valders Ave N2225 VALDERS AVE N T L STENSON & S D STENSON10011$0$11,100$11,10030118211400452250Valders Ave N2250 VALDERS AVE N DYLAN M NAUMANN & ABBY METZ89.621,40.5$0$5,550$5,55030118211400482255Valders Ave N2255 VALDERS AVE N CAMERON BOURDON & MADILYN ORTEGA98.561,40.5$0$5,550$5,55030118211400328000Westbend Rd8000 WESTBEND RD R R SMITH & L K SMITH255.951,21$0$11,100$11,10030118211400248001Westbend Rd8001 WESTBEND RD EMILY BUGGY & LAURA BUGGY233.591,21$0$11,100$11,10030118211400338070Westbend Rd8070 WESTBEND RDP A TABAKO & G J WINCEK10011$0$11,100$11,10030118211400238071Westbend Rd8071 WESTBEND RD C POWERS & J M GILBERT10011$0$11,100$11,10030118211400348100Westbend Rd8100 WESTBEND RDALEX RUST & ERIN RUST10011$0$11,100$11,10030118211400228101Westbend Rd8101 WESTBEND RD GREGORY SIPE10011$0$11,100$11,10030118211400218131Westbend Rd8131 WESTBEND RD ROBERT & ASHLEY FIROUZI10011$0$11,100$11,10030118211400208161Westbend Rd8161 WESTBEND RD T A FOKKEN & C P FOKKEN10011$0$11,100$11,10030118211400198201Westbend Rd8201 WESTBEND RD RENE ULRICH10011$0$11,100$11,10030118211400368209Westbend Rd8209 WESTBEND RDMICHELLE K FRISTROM REV TR93.9811$0$11,100$11,10030118211400378215Westbend Rd8215 WESTBEND RD BEVERLY WOODS SANDBAKEN10011$0$11,100$11,10030118214100771821Winnetka Ave N5721 HAWKES DRIVE, EDINA, MN 55436 DONALD A QUINN JR1351,3,61$0$11,100$11,100Preliminary Special Assessment RollCITY OF GOLDEN VALLEY2024 PAVEMENT MANAGEMENT PROGRAMCITY IMPROVEMENT PROJECT 1 of 2 X:\FJ\G\GOLDV\170054\4-prelim-dsgn-rpts\Appendices\FINAL 2024 Preliminary Assessment Roll.xlsx219 PIDHOUSE NO.STREETADDRESSPROPERTY OWNERSFRONTAGENOTESRES. UNITSDEFFERED ASSMTSLEVIEDTOTAL30118211400011921Winnetka Ave N1921 WINNETKA AVE NS L FILLER & T HOLMLY1351,31$0$11,100$11,10030118211400568000Winnetka Heights Dr8000 WINNETKA HEIGHTS DR L I KACHULA & M KACHULA219.711$0$11,100$11,10030118211400308071Winnetka Heights Dr8071 WINNETKA HEIGHTS DR TIMOTHY A KUEBELBECK ET AL10011$0$11,100$11,10030118211400298101Winnetka Heights Dr8101 WINNETKA HEIGHTS DRL M BAKUNIN & N A BAKUNINA10011$0$11,100$11,10030118211400938140Winnetka Heights Dr8140 WINNETKA HEIGHTS DR A & J ENGLE232.881,21$0$11,100$11,10030118211400391900Wisconsin Ave N 1900 WISCONSIN AVE N SUZANNE R PONTINEN216.51,21$0$11,100$11,10030118211300671935Wisconsin Ave N 1935 WISCONSIN AVE N ELIZABETH HURLEY & K HURLEY130.551,40.5$0$5,550$5,55030118211400381940Wisconsin Ave N 1940 WISCONSIN AVE N M J SKJERVEM & J M BACHMAN216.241,21$0$11,100$11,10030118211400822000Wisconsin Ave N 2000 WISCONSIN AVE NDAVID J & LISA P LOUIS236.971,21$0$11,100$11,10030118211400712005Wisconsin Ave N 2005 WISCONSIN AVE N M G BRUMBAUGH/G E BRUMBAUGH229.581,21$0$11,100$11,10030118211400812020Wisconsin Ave N 2020 WISCONSIN AVE NMEGAN K HUSKEY10411$0$11,100$11,10030118211400702025Wisconsin Ave N 2025 WISCONSIN AVE N MARISSA TORRES-BERTRAM ET AL10411$0$11,100$11,10030118211400802040Wisconsin Ave N 2040 WISCONSIN AVE NC WALZ & N PLOESSL10411$0$11,100$11,10030118211400692045Wisconsin Ave N 2045 WISCONSIN AVE NL S HENSON & D K UKURA10411$0$11,100$11,10030118211400792120Wisconsin Ave N 2120 WISCONSIN AVE N D MLEZIVA/M MLEZIVA REV TRST10411$0$11,100$11,10030118211400682125Wisconsin Ave N 2125 WISCONSIN AVE N AMY ZOOK10411$0$11,100$11,10030118211400782140Wisconsin Ave N 2140 WISCONSIN AVE NJ VENTO & S VENTO10411$0$11,100$11,10030118211400672145Wisconsin Ave N 2145 WISCONSIN AVE NJAMIE R COCHLAN10411$0$11,100$11,10030118211400772160Wisconsin Ave N 2160 WISCONSIN AVE NSUZANNE J MILLER10411$0$11,100$11,10030118211400662165Wisconsin Ave N 2165 WISCONSIN AVE N S K MIN & R KIEKHAFER10411$0$11,100$11,10030118211400762200Wisconsin Ave N 2200 WISCONSIN AVE N H W REISS & E L REISS10411$0$11,100$11,10030118211400652205Wisconsin Ave N 2205 WISCONSIN AVE N MARGARET M PETERSON10411$0$11,100$11,10030118211400752220Wisconsin Ave N 2220 WISCONSIN AVE N D JACOBSON & J JACOBSON10411$0$11,100$11,10030118211400642223Wisconsin Ave N 2223 WISCONSIN AVE ND L LEMKE & J K LEMKE102.2311$0$11,100$11,10030118211400742250Wisconsin Ave N 2250 WISCONSIN AVE N L J WOLFSON & D A WOLFSON131.111,40.5$0$5,550$5,55030118211400632255Wisconsin Ave N 2255 WISCONSIN AVE N PAULA J KAMMAN129.641,40.5$0$5,550$5,550Total Deferred Assmts = $0.00Total Levied Assmts =$937,950.00Total Assessments =$937,950.00Notes1Residential lot with frontage on city PMP street.2Corner Lot - two streets being reconstructed on local PMP street - assessed 1/2 unit assessment for each street = 1 full assessment3Corner Lot - Assessed 1 unit assessment for 2024 PMP project. 4Corner Lot - Assessed 1/2 unit assessment for 2024 PMP project. Previously assessed 1/2 unit assessment for past project.5Corner Lot - Assessed 1/2 unit assessment for 2024 PMP project, no assessment for overlay6Different Taxpayer Address: 5721 HAWKES DRIVE EDINA MN 554367Different Taxpayer Address: 3559 WOODLAND CT EAGAN MN 551238Different Taxpayer Address: C/O JOHN KRBECHEK 234 ASTOR WAY SALINAS CA 939069Different Taxpayer Address: 2437 RICE ST ROSEVILLE MN 551132 of 2 X:\FJ\G\GOLDV\170054\4-prelim-dsgn-rpts\Appendices\FINAL 2024 Preliminary Assessment Roll.xlsx220 221 Project Manual and Specifications 2024 Pavement Management Program City Project No. 24-01 I hereby certify this Specification 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 Stephen R. Prall, PE Registration No. 54949 December 19, 2023 222 This Page Left Blank Intentionally 223 Certification GOLDV 170054 00 00 00 - 1 DOCUMENT 00 00 00 CERTIFICATION I hereby certify that this specification 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. Stephen R. Prall, PE Date: December 19, 2023 Lic. No. 54949 Reviewed By: Scott Haupt Date: December 19, 2023 224 This Page Left Blank Intentionally 225 CITY OF GOLDEN VALLEY, MINNESOTA ADVERTISEMENT FOR BIDS 2024 Pavement Management Program (PMP) City Improvement Project No. 24-01 Notice is hereby given that Online Bids will be received by the City of Golden Valley, Minnesota until Tuesday, January 30, 2024, at 10:00 a.m., via QuestCDN for the furnishing of all labor and material for the construction of the 2024 Pavement Management Program. Major quantities for the Work include. Description Quantity Unit Salvage/Remove Bituminous Pavement 17,700 SY Remove Concrete Pavement 7,100 SY Clearing/Grubbing 35 TREE Common Excavation 29,200 CY Select Granular Borrow 39,300 TONS Class 5 Aggregate Base 10,800 TONS Bituminous Mixture 5,300 TONS 4”-6” Concrete Walk 8,100 SF Concrete Curb and Gutter 12,500 LF 6” Concrete Driveway Pavement 2,200 SY Sanitary Sewer Lining 5,300 LF Sanitary Sewer Service Wye Grouting/Liners 83 EA Sodding with 4-Inches of Topsoil 19,000 SY 6”-8” PVC (C-900) Water Main 6,100 LF 6”-8” Gate Valve and Box 29 EA F&I Hydrant 11 EA 15”-27” Reinforced Concrete Storm Sewer Pipe 1,900 LF Drainage Structures & Castings 44 EA The bid opening will be conducted via Microsoft Teams, at which time they will be publicly opened and read aloud: To Join the meeting by computer or mobile ap, go to: https://bit.ly/3QFxtk0 Or call in (audio only) +1 872-242-7640, United States, Chicago Phone Conference ID: 478 603 009# The Issuing Office for the Bidding Documents is: Short Elliott Hendrickson Inc. located at 3535 Vadnais Center Drive, St. Paul, MN 55110-5196, Steve Prall, PE – 651.318.0359. The Bidding Documents may be viewed for no cost at http://www.sehinc.com by selecting the Project Bid Information link at the bottom of the page and the View Plans option from the menu at the top of the selected project page. Digital image copies of the Bidding Documents are available at http://www.sehinc.com for a fee of $30. These documents may be downloaded by selecting this project from the “Project Bid Information” link and by entering eBidDocTM Number 8811196 on the SEARCH PROJECTS page. 226 For this project, bids will ONLY be received electronically. Contractors submitting an electronic bid will be charged an additional $42 at the time of bid submission via the online electronic bid service QuestCDN.com. To access the electronic Bid Worksheet, download the project document and click the online bidding button at the top of the advertisement. Prospective bidders must be on the plan holders list through Quest CDN for bids to be accepted. Bids shall be completed according to the Bidding Requirements prepared by SEH dated December 19, 2023. The Bidding Documents are available for viewing by appointment only. Please call the City of Golden Valley Engineering Department at 763-593-3987 to schedule an appointment at the following location: City of Golden Valley Engineering Department 7800 Golden Valley Road Golden Valley, MN 55427-4588 Paper copies of the Bidding Documents may be obtained from Docunet Corp. located at 2435 Xenium Lane North, Plymouth, MN 55441 (763-475-9600) for a fee of $110. Bid security in the amount of 5 percent (5%) of the Bid must accompany each Bid in accordance with the Instructions to Bidders. Bidders are required to submit information indicating they have practical experience of the particular construction work bid upon, and that they have the ability and resources to complete the proposed work in a manner satisfactory to the Owner. A contract award will only be made to a bidder meeting the minimum contractor qualifications as stated within the contract specifications. The successful bidder must be a “responsible contractor.” The term “responsible contractor” means a contractor as defined in Minnesota Statutes, section 16C.285, subdivision 3. Any prime contractor, subcontractor, or motor carrier that does not meet the minimum criteria or fails to comply with the verification requirements is not a responsible contractor and is not eligible to be awarded a construction contract for the project or to perform work on the project. A prime contractor, subcontractor, or motor carrier that makes a false statement under oath verifying compliance with the minimum criteria will be ineligible to be awarded a construction contract on the project, and the submission of a false statement may result in termination of a contract awarded to a prime contractor, subcontractor, or motor carrier that submits the false statement. A prime contractor shall include in its verification of compliance a list of all of its first-tier subcontractors that it intends to retain for work on the project. Before execution of a construction contract, a prime contractor shall submit a supplemental verification under oath confirming that all subcontractors and motor carriers that the prime contractor intends to use to perform project work have verified to the prime contractor, through a signed statement under oath by an owner or officer, that they meet the minimum criteria for a responsible contractor. The City of Golden Valley reserves the right to reject any and all Bids, to waive irregularities and informalities therein and to award the Contract in the best interests of the City of Golden Valley. BY ORDER OF THE CITY COUNCIL Theresa Schyma, City Clerk 227 X:\FJ\G\GOLDV\170054\5-final-dsgn\52-specs-proj-man\02 - Table of Contents.DOCX TABLE OF CONTENTS CONTRACT DOCUMENTS 1. ADVERTISEMENT OF BIDS AB 2. INSTRUCTION TO BIDDERS IB 3. PROPOSAL FORM PF 4. AFFIDAVIT OF NON-COLLUSION AN-C 5. ACCEPTANCE OF LIQUIDATED DAMAGE RATE ALD 6. CERTIFICATE OF COMPLIANCE CC 7. RESPONSIBLE CONTRACTOR CERTIFICATION RCC 8. FORM OF CONTRACT FC 9. SPECIAL CONDITIONS SC 10. GENERAL CONDITIONS GC 11. APPENDICES A-H 228 229 INSTRUCTIONS TO BIDDERS INDEX PAGE 1. PRE-BID MEETING 1 2. EXAMINATION OF PLANS, SPECIFICATIONS AND SITE OF WORK 1 3. BID SECURITY 1 4. CONTRACT DOCUMENTS 1 5. PREPARATION OF PROPOSAL 2 6. CONDITIONS IN BIDDER’S PROPOSAL 3 7. INTERPRETATION OF ESTIMATES 3 8. DELIVERY OF PROPOSALS 3 9. REJECTION OF BIDS 3 10. WITHDRAWAL OF PROPOSALS 3 11. PUBLIC OPENING OF PROPOSALS 3 12. EVALUATION OF BIDS 3 13. DISQUALIFICATION OF BIDDERS 4 14. EQUIPMENT 5 15. SUPPLIERS AND SUBCONTRACTORS 5 16. FURNISHING OF EVIDENCE OF RESPONSIBILITY 5 17. REQUIREMENTS OF CONTRACT BOND 5 18. FAILURE TO EXECUTE CONTRACTS 5 19. AWARD OF CONTRACT 5 230 231 IB-1 INSTRUCTIONS TO BIDDERS CITY OF GOLDEN VALLEY, MINNESOTA 1. PRE-BID MEETING No pre-bid meeting will be held for this project. 2. EXAMINATION OF PLANS, SPECIFICATIONS AND SITE OF WORK The Bidder shall examine to their satisfaction the quantities of work to be done as determined from the Plans and Specifications. Quantities indicated by the Engineer on drawings or elsewhere are estimated only, and Bidders must rely on their own calculations. Bidders shall be thoroughly familiar with the Specifications, including all Special Conditions. Submission of a bid by the Bidder is a representation that the Bidder has visited the Work site, become generally familiar with local conditions under which the Work is to be performed, and correlated personal observations with requirements of the Contract Documents. Bidders shall inform themselves of the character and magnitude of work and the conditions under which the work is to be performed concerning the site of the work, the structure of the ground, the existence of surface and groundwater, availability of drainage, the obstacles which may be encountered, means of approach to the site, manner of delivering and handling materials, facilities of transporting and installing construction plant and equipment and all other relevant matters pertaining to the complete execution of this Contract. No plea of ignorance of conditions that exist or that may hereafter exist, or of difficulties that will be encountered in the execution of the work hereunder, as a result of failure to make necessary examination and investigations, will be accepted as a sufficient excuse for any failure or omission on the part of the Contractor to fulfill in every detail all the requirements of this Contract, or will be accepted as a basis for any claim whatsoever for extra compensation or for an extension of time. No Bidder may rely upon any statements or representations of any officer, agent, or employee of the City with reference to the conditions of the work or the character of the soil or other hazards that may be encountered in the course of construction. Submission of a bid by a Bidder is a representation that the Bidder has contacted the affected utilities listed in Item 18 of the Special Conditions prior to submitting the bid to determine the extent of their facilities within the project area and the scope and anticipated schedule of the facility relocation, removal or adjustment. 3. BID SECURITY Each bid shall be accompanied by a cash deposit, certified or cashier’s check, or bid bond with a corporate surety in an amount at least equal to five (5) percent of the total amount of the base bid, payable to the City as a guaranty that the Bidder will enter into a contract with the City for the work described in the Proposal, and the amount of the bid security of a successful Bidder shall be forfeited to the City as liquidated damages in the event that such Bidder fails to enter into a contract and furnish Contractor’s bond. 4. CONTRACT DOCUMENTS The Contract Documents shall consist of the Plans and the Specifications along with the fully executed Contract Form. “Plans” means all project plans and drawings 232 IB-2 including addendums as distributed by the City. “Specifications” means all documents included in the project manual including, but not limited to, the following: • the Certification: • Advertisement for Bids; • Instructions to Bidders; • Proposal Form; • Affidavit of Non-Collusion; • Acceptance of Liquidated Damage Rate; • Certificate of Compliance • Responsible Contractor Certification Form • Form of Contract • Special Conditions • General Conditions; • All documents required within any of the documents listed herein including, but not limited to, all bonds and insurance required. • Appendix 5. PREPARATION OF PROPOSAL The Bidder shall state the prices for each item of work in the Online Bid Worksheet. The following items are required for a bid to be considered complete: 1. Completed Proposal Form 2. Five Percent Bid Security 3. Completed Contractor Questionnaire 4. Receipt of Addenda (if applicable), must be downloaded to submit bid. 5. Affidavit of Non-Collusion 6. Acceptance of Liquidated Damage Rate 7. Employment Certificate of Compliance 8. Responsible Contractor Certification Form 9. Hourly Equipment and Labor Rates 10. Complete list of subcontractors working on this project, the portion of the project they will be constructing and the value of the work they are responsible for. The Proposal shall be typed or printed in ink in the appropriate places. If the Proposal is made by an individual, his name and post office address shall be shown. If made by a firm or partnership, the name and post office address of each member of the firm or partnership shall be shown. If made by a company or corporation, the Proposal shall identify the name of the state formation of the corporation or business, and names, titles and business addresses of the President, Secretary and Treasurer. All bids from corporations shall bear the official seal of the corporation; if the corporation does not have a corporate seal, the bid must be signed by the president and the treasurer. This form must be uploaded to QuestCDN when submitting your bid. 233 IB-3 6. CONDITIONS IN BIDDER’S PROPOSAL The Bidder shall not stipulate in its Proposal any conditions not provided for on the Proposal Form. 7. INTERPRETATION OF ESTIMATES The award of the Contract shall be made on the basis of the Engineer’s estimate of quantities as shown in the Proposal, but these quantities are not guaranteed to be accurate and are furnished without any liability on the part of the City. Quantities indicated by the Engineer on drawings or elsewhere are estimated only, and Bidders must rely on their own calculations. 8. DELIVERY OF PROPOSALS Bidders shall submit their Proposal via QuestCDN, if there are any addenda for this project, they must be downloaded in order to submit your electronic bid. This project will be bid using QuestCDN’s on-line bidding tool known as VirtuBid™ (vBid™). Only bids received through vBid™ will be accepted. See the Project Manual Appendix for instructions on the use of this bidding tool. 9. REJECTION OF BIDS The City reserves the right to reject any and all bids, including without limitation; proposals that show any omission, alteration of form, additions not called for, conditional bids or alternate bids not specified or irregularities of any kind. Proposals in which the prices are obviously unbalanced may be rejected. 10. WITHDRAWAL OF PROPOSALS A Bidder may withdraw its Proposal without prejudice to themselves, provided a written request is filed with the City Clerk before the hour of letting, and such withdrawn Proposal may be modified and resubmitted by the Bidder at any time prior to the hour set for receiving bids. 11. PUBLIC OPENING OF PROPOSALS Proposals will be opened publicly and read aloud in such place as designated at the time and the date set in the “Advertisement for Bids.” Bidders or their authorized agents are invited to be present. 12. EVALUATION OF BIDS The City will review the completed Contractor Questionnaire, included within the Proposal Form, to determine whether the Bidder has the practical knowledge, experience, available personnel, equipment and financial resources for the timely and professional completion of the work. The City also reserves the right to make inquiries regarding past performance of any Bidder on previous contracts. The object of this review and any other inquiries is to provide the City with the best available information regarding the capabilities of the Bidder to complete the work as specified in the Contract Documents, and to minimize the risk of awarding the Contract to an unqualified Bidder. Bidders are required to submit evidence that they have practical knowledge of the particular work bid upon and that they have the financial resources to complete the proposed work. The City reserves the right to reject any Proposal where there is insufficient or unsatisfactory evidence to demonstrate the Bidder’s ability to perform 234 IB-4 the work. Failure on the part of any Bidder to have carried out previous contracts satisfactorily, to show adequate experience, or to possess necessary equipment or labor for completion of the work, shall be sufficient cause for disqualification of the Bidder. Bidders who will subcontract more than 50% of the value of the work under the Contract shall be deemed unqualified to perform the work. The City will award the Contract to the Bidder whose bid price, quality and experience best conform to the overall interests of the City. Bids from qualified bidders will be considered as described in the City of Golden Valley General Conditions, Section II.1 CONSIDERATION OF BIDS. The City’s decisions regarding bidder qualifications, contract award and contract amount shall be final. The City has limited financial resources to commit to the project. Accordingly, the project must be accomplished with a minimum of interruption, on time and without cost overruns. The City believes that a contractor with sufficient experience in constructing this kind of specialty roadway is necessary for this complicated project. Therefore, the City will consider the quality and experience of each Bidder in addition to the bid price. A Bidder will not be considered for this project unless the Bidder receives a rating of at least 10 points, as determined by the City, using the following system for assigning points: Experience constructing an urban street reconstruction project similar in size and functions within the last five years, to the satisfaction of the City 5 points  For each additional project qualifying under the above category 1 point each Experience of the assigned job superintendent in supervising construction of an urban street reconstruction project while under traffic similar in size and functions within the last five years, to the satisfaction of the City 5 points  For each additional roadway supervised that qualifies under the above category 1 point each History of initiating change orders (not at the owner’s request) that total more than 5% of the original bid within the last five years Deduct 2 points for each confirmed project History of complaints regarding completion deadlines or the quality of the work of projects within the last five years Deduct 2 points for each confirmed project The City may give partial credit for points depending upon the nature of the projects. 13. DISQUALIFICATION OF BIDDERS More than one Proposal for the same project from an individual firm, partnership, company or corporation under the same or different names will not be considered. Evidence that any Bidder is interested in more than one Proposal for the same work will result in the rejection of all such Proposals. Collusion between Bidders shall be sufficient cause for the rejection of all bids so affected. Failure to achieve a rating of 10 points or more as described in section 9 above shall be sufficient cause to disqualify a Bidder for this project. 235 IB-5 14. EQUIPMENT When requested by the City, the Bidder shall furnish a complete statement of the make, size, weight (where weight is one of the specified requirements), condition and previous length of service of all equipment to be used in the proposed work. 15. SUPPLIERS AND SUBCONTRACTORS The Bidder shall provide, within the time requested, a list of all suppliers and subcontractors to be used on the project for approval by the City. All provisions of Item 12 of these instructions shall also apply to subcontractors and suppliers. The Bidder will be notified in writing by the City of disqualification of any supplier or subcontractor. The Bidder will then be given the option to replace the disqualified supplier or subcontractor with an approved supplier or subcontractor or withdraw its bid. No adjustment of bid prices will be allowed for such replacement. 16. FURNISHING OF EVIDENCE OF RESPONSIBILITY When requested by the City, the Bidder and any subcontractors shall furnish a balance sheet, certified by a Certified Public Accountant, dated not more than sixty (60) days prior to date of the opening of the Proposal which shall set forth outstanding assets and liabilities in reasonable detail. The City may also require the Bidder and its subcontractors to furnish a list of work of similar nature performed with dates of completion thereof. The Bidder or subcontractor shall also furnish any other additional information relative to financial responsibility and competence to do the work as may be requested by the City prior to acceptance of any Proposal. 17. REQUIREMENTS OF CONTRACT BOND The successful Bidder, at the time of execution of the Contract, shall furnish and at all times maintain a satisfactory and sufficient bond in the full amount of the Contract as required by law with a corporate surety satisfactory to the City. The form of bond is that required by Statute. Personal sureties will not be approved. 18. FAILURE TO EXECUTE CONTRACTS Failure to furnish the Contract Bond in a sum equal to the amount of the award, or to execute the Contract within ten (10) days as specified, shall be just cause for the annulment of the award and, in the event of the annulment of the award, the amount of the guaranty deposited with the Proposal shall be retained by the City, not as a penalty, but as liquidated damages. 19. AWARD OF CONTRACT If the Contract is to be awarded, the City Council will award the Contract to the Bidder whose bid is in the best interest of the City. Award will be based on the Base Bid, plus any bid alternates the City may include. 236 237 Proposal Form PF-1 CITY OF GOLDEN VALLEY, MINNESOTA City Council City of Golden Valley 7800 Golden Valley Road Golden Valley, MN 55427 Council Members: In accordance with the Advertisement for Bids of the City of Golden Valley, inviting proposals in conformity with the plans and specifications on file in the office of the City Engineer, City of Golden Valley, Minnesota, the undersigned hereby certifies that an examination has been made of the Specifications and the Plans, and the site of the 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 prescribed; and understands that the quantities of work shown herein are approximate only and are subject to increase or decrease; and further understands that all quantities of work, whether increased or decreased, are to be performed at the following unit prices: 238 Proposal Form Contractor Questionnaire PF-2 City of Golden Valley, Minnesota 2024 Pavement Management Project City Project No. 24-01 Bidders must file this Prospective Bidder Contractor Questionnaire by bid opening as required in the Advertisement for Bids. This questionnaire is to be attached to the sealed bid proposal. The object of the questionnaire is not to discourage bidding or make it difficult for qualified bidder to file bids, but is to make it possible for the City to have exact information on the financial ability, personnel, equipment, past performance and experience of the bidders involved prior to awarding the Contract. The City reserves the right to require additional information before approving the award of the Contract to a Contractor. This may be done to help qualify subcontractors for bidding to better determine the contractor’s qualifications for bidding the work. The contents of this questionnaire will be private until the City has completed the selection process. At that time, all information will become public, except information that qualifies as trade secret data under Minnesota Statutes Section 13.37. If the City is not satisfied with the sufficiency of the answers to the questionnaire, it may require additional information, including a financial statement, or it may determine that the Bidder is unqualified to bid the project. The Bidder must submit a full, complete and accurate statement. False information or material omission will be grounds for disqualifying the Bidder. STATEMENT OF BIDDER QUALIFICATIONS 1. Name of Bidder: Type of Contractor: 2. Bidder Address: 3. Date of Organization: 4. State of Organization: 5. How many years has Bidder been engaged in the contracting business under the present name? 6. Contracts on hand (attach a list of present contracts, including the nature of the work, a schedule as to estimated completion date and gross amount of each contract). 7. General character of the work performed by Bidder: 239 Proposal Form Contractor Questionnaire PF-3 8. Has Bidder ever failed to complete any work awarded to it? Yes ____ No ____ If yes, attach a statement explaining where and why. 9. Has Bidder ever defaulted on a contract? Yes ____ No ____ If yes, attach a statement explaining where and why. 10. Attach a list of the larger, more relevant projects completed by Bidder, including the kind of work and approximate cost. 11. Attach a list of the major equipment that Bidder has available and the hourly rates for each piece (list whether equipment prices are with or without operator). 12. Attach a statement of Bidder’s experience in the construction of work similar in scope to this project. 13. Furnish written evidence, preferably from banks of Bidder’s available credit. 14. Submit a signed statement from Bidder’s bonding company, establishing the bonding capacity for the firm. 15. Experience Requirements: Bidder’s company, project superintendent and job site foreman must all have successful construction experience on one qualifying project within the five (5) years prior to the bid opening date.* A qualifying project is an urban street reconstruction project with a minimum engineer’s estimate of three million dollars. * The following meet the experience requirements: Acquisition of a company with relevant successful experience within the five (5) years prior to the bid opening date by the bidder; a company in existence for less than five (5) years that meets the minimum experience requirements for the project superintendent and job site foreman. 240 Proposal Form Contractor Questionnaire PF-4 241 Proposal Form Contractor Questionnaire PF-5 1 Additional Qualifying Project Name (1 pt) 2 Project Number 3 Describe the work completed on this project 3 Final Project Cost 4 Total Value of Change Orders Initiated by Contractor 5 Total Percentage of above Change Orders to Original Contract Amount 6 Contract Completion Date 7 Actual Completion Date 8 If work was not completed by Contract Completion Date explain reason 9 Owner's Representative Agency Telephone Email 1 Project Supervisor Name 2 How long has the Supervisor been in current position? 3 Name of qualifying project supervised (5 pts) 4 Project Number of project supervised 5 Description of Project 6 Owner's Representative Agency Telephone Email 1 Name of qualifying project supervised (1 pt) 2 Project Number of project supervised 3 Description of Project 4 Owner's Representative Agency Telephone Email 1 Name of qualifying project supervised (1 pt) 2 Project Number of project supervised 3 Description of Project 4 Owner's Representative Agency Telephone Email Experience of Assigned Supervisor for this project 242 Proposal Form Contractor Questionnaire PF-6 Subcontractor Name Contract Name Value of Work Major Work Items 243 Proposal Form Contractor Questionnaire PF-7 Certified as true and correct this ______ day of , 20__. ____________________________________ (Company Name) ____________________________________ (Authorized Signature) ____________________________________ (Title) ____________________________________ (Signer Printed Name) 244 Proposal Form PF-8 Line No. Item No. Description Unit Est. Qty SECTION A: STREET (BASE BID) 1 2021.501 MOBILIZATION LS 1 2 2101.524 CLEARING TREE 35 3 2101.524 GRUBBING TREE 35 4 2102.503 PAVEMENT MARKING REMOVAL LF 374 5 2102.518 PAVEMENT MARKING REMOVAL SF 90 6 2104.502 REMOVE HYDRANT MARKER EACH 8 7 2104.502 REMOVE SIGN TYPE C EACH 8 8 2104.502 SALVAGE SIGN EACH 5 9 2104.502 SALVAGE SIGN (STREET NAME SIGN) EACH 9 10 2104.503 SALVAGE SPLIT RAIL WOOD FENCE LF 29 11 2104.503 SALVAGE CHAIN LINK FENCE LF 58 12 2104.503 SAWING CONCRETE PAVEMENT (FULL DEPTH) LF 859 13 2104.503 SAWING BIT PAVEMENT (FULL DEPTH) LF 1781 14 2104.503 REMOVE CURB & GUTTER LF 889 15 2104.504 REMOVE CONCRETE PAVEMENT SY 7078 16 2104.504 REMOVE CONCRETE DRIVEWAY PAVEMENT SY 1140 17 2104.504 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SY 1390 18 2104.518 REMOVE CONCRETE WALK SF 512 19 2104.518 REMOVE BITUMINOUS WALK SF 205 20 2104.603 SALVAGE BRICK LANDSCAPE EDGING LF 84 21 2104.603 SALVAGE ROCK LANDSCAPE EDGING LF 68 22 2104.603 SALVAGE MODULAR BLOCK RETAINING WALL LF 138 23 2104.604 SALVAGE BITUMINOUS PAVEMENT SY 17632 24 2104.618 SALVAGE BRICK PAVERS (DRIVEWAY) SF 48 25 2104.618 SALVAGE BRICK PAVERS (WALK) SF 223 26 2104.618 REMOVE LANDSCAPE MULCH SF 1427 27 2106.507 EXCAVATION-COMMON (EV) CY 29186 28 2106.609 SELECT GRANULAR BORROW (5% MOD) TON 39290 For Information Only Fill Out Online Bid Worksheet245 Proposal Form PF-9 Line No. Item No. Description Unit Est. Qty 29 2108.604 GEOTEXTILE FABRIC TYPE V SY 10130 30 2211.509 AGGREGATE BASE, CLASS 5 TON 10777 31 2232.504 MILL BITUMINOUS SURFACE (2.0") SY 1313 32 2301.602 DRILL AND GROUT REINF BAR (EPOXY COATED) EACH 128 33 2331.603 JOINT ADHESIVE (MASTIC) LF 20933 34 2357.506 BITUMINOUS MATERIAL FOR TACK COAT GAL 1097 35 2360.509 TYPE SP 9.5 WEARING COURSE MIX (2,C) TON 1730 36 2360.509 TYPE SP 12.5 NON WEAR COURSE MIX (2,C) TON 3243 37 2360.509 TYPE 9.5 BIT MIXTURE FOR DRIVEWAYS AND TRAILS (2,C) TON 349 38 2451.609 PIPE BEDDING MATERIAL TON 2436 39 2531.503 CONCRETE CURB AND GUTTER DESIGN B618 LF 12441 40 2531.504 6" CONCRETE DRIVEWAY PAVEMENT SY 2169 41 2531.603 CONCRETE CURB AND GUTTER DESIGN B618 – SPOT REPLACE LF 161 42 2540.603 INSTALL SALVAGED MODULAR BLOCK RETAINING WALL LF 138 43 2540.603 INSTALL SALVAGED BRICK LANDSCAPE EDGING LF 84 44 2540.603 INSTALL SALVAGED ROCK LANDSCAPE EDGING LF 68 45 2540.618 INSTALL SALVAGED BRICK PAVERS (DRIVEWAY) SF 48 46 2540.618 INSTALL SALVAGED BRICK PAVERS (WALK) SF 223 47 2557.603 INSTALL SALVAGED SPLIT RAIL WOOD FENCE LF 29 48 2557.603 INSTALL SALVAGED CHAIN LINK FENCE LF 58 49 2563.601 TRAFFIC CONTROL LS 1 50 2564.602 F & I STREET NAME SIGN EACH 9 51 2564.602 INSTALL SALVAGED SIGN EACH 5 52 2564.618 F & I SIGN PANELS TYPE C SF 89.75 53 2571.602 SHRUB AS SPECIFIED SHRUB 16 54 2571.602 TREE AS SPECIFIED TREE 88 55 2572.603 TEMPORARY TREE PROTECTION FENCING LF 320 56 2573.501 STABILIZED CONSTRUCTION EXIT LS 1 For Information Only Fill Out Online Bid Worksheet246 Proposal Form PF-10 Line No. Item No. Description Unit Est. Qty 57 2573.501 EROSION CONTROL SUPERVISOR LS 1 58 2575.603 F&I LANDSCAPE EDGING LF 472 59 2575.604 SODDING TYPE LAWN (W/ 4" TOPSOIL) SY 19076 60 2575.604 MULCH MATERIAL, TYPE SPECIAL (4" THICK) SY 167 61 2575.609 LANDSCAPE ROCK (TYPE 9 MULCH) TON 15 62 2582.503 24" SOLID LINE MULTI COMP (WHITE) LF 84 63 2582.503 24" SOLID LINE MULTI COMP (YELLOW) LF 12 64 2582.503 12" SOLID LINE MULTI COMP (YELLOW) LF 80 65 2582.503 4" SOLID LINE MULTI COMP (YELLOW) LF 420 SECTION B: STORM SEWER (BASE BID) 66 2104.502 REMOVE CASTING AND COVER EACH 32 67 2104.502 REMOVE DRAINAGE STRUCTURE EACH 31 68 2104.503 REMOVE SEWER PIPE (STORM) LF 1121 69 2108.604 GEOTEXTILE FABRIC, TYPE V SY 1260 70 2123.611 STREET SWEEPING (W/ PICKUP BROOM) HOUR 60 71 2451.509 COARSE FILTER AGGREGATE (DRAINTILE) TON 504 72 2451.609 CRUSHED ROCK FOR STABILIZATION TON 100 73 2502.503 6" PERF PVC PIPE DRAIN W/ SOCK LF 1891 74 2502.602 6" PVC PIPE DRAIN CLEANOUT EACH 47 75 2503.503 15" RC PIPE SEWER DES 3006 CL V LF 1012 76 2503.503 18" RC PIPE SEWER DES 3006 CL III LF 819 77 2503.503 24" RC PIPE SEWER DES 3006 CL III LF 16 78 2503.503 27" RC PIPE SEWER DES 3006 CL III LF 24 79 2503.503 4" PVC PIPE SEWER SDR-35 LF 1363 80 2503.503 6" PVC PIPE SEWER SDR-35 LF 7930 81 2503.602 CONNECT TO EXISTING STORM SEWER PIPE EACH 7 82 2503.602 CONNECT TO EXISTING DRAINAGE STRUCTURE EACH 1 83 2506.502 ADJUST FRAME AND RING CASTING EACH 8 For Information Only Fill Out Online Bid Worksheet247 Proposal Form PF-11 Line No. Item No. Description Unit Est. Qty 84 2506.502 CONSTRUCT BULKHEAD EACH 1 85 2506.502 CONST DRAINAGE STRUCTURE DESIGN K EACH 22 86 2506.502 CONST DRAINAGE STRUCTURE DES 48-4020 EACH 13 87 2506.502 CONST DRAINAGE STRUCTURE DES 48-4020 W/ SUMP EACH 2 88 2506.502 CONST DRAINAGE STRUCTURE DES 54-4020 EACH 2 89 2506.502 CONST DRAINAGE STRUCTURE DES 54-4020 W/ SUMP EACH 1 90 2506.502 CONST DRAINAGE STRUCTURE DES 60-4020 EACH 2 91 2506.502 CONST DRAINAGE STRUCTURE DES 72-4020 EACH 2 92 2506.602 F & I CASTING ASSEMBLY (NEENAH R-1733) EACH 13 93 2506.602 F & I CASTING ASSEMBLY (MCDONALD 74M "A" SERIES) EACH 47 94 2506.602 F & I CASTING ASSEMBLY (NEENAH R-3067-L) EACH 32 95 2573.502 STORM DRAIN INLET PROTECTION EACH 71 96 2573.503 SEDIMENT CONTROL LOG TYPE STRAW LF 360 97 2573.503 SILT FENCE, TYPE MS LF 288 98 SPEC PROV. F & I MANHOLE BAFFLE SF 41.25 SECTION C: WATER MAIN (BASE BID) 99 2104.502 REMOVE GATE VALVE AND BOX EACH 21 100 2104.502 REMOVE HYDRANT EACH 8 101 2104.503 REMOVE WATER SERVICE PIPE LF 2297 102 2104.503 REMOVE WATER MAIN PIPE LF 5582 103 2104.503 ABANDON WATER MAIN PIPE LF 476 104 2211.509 IMPORTED TEMPORARY STABILIZATION (3" MINUS LIMESTONE) TON 1480 105 2504.601 TEMPORARY WATER SYSTEM LS 1 106 2504.602 FIRE HYDRANT MARKER EACH 11 107 2504.602 1" CORPORATION STOP EACH 83 108 2504.602 CONNECT TO EXISTING WATERMAIN EACH 9 109 2504.602 F & I HYDRANT EACH 11 For Information Only Fill Out Online Bid Worksheet248 Proposal Form PF-12 Line No. Item No. Description Unit Est. Qty 110 2504.602 STAINLESS STEEL SERVICE SADDLE EACH 83 111 2504.602 ADJUST VALVE BOX - WATER EACH 7 112 2504.602 1" CURB STOP AND BOX EACH 83 113 2504.602 F&I CASTING ASSEMBLY (DWY CURB STOP) EACH 10 114 2504.602 6" GATE VALVE AND BOX EACH 11 115 2504.602 8" GATE VALVE AND BOX EACH 18 116 2504.603 1" SIDR 7 PE WATER SERVICE PIPE LF 2575 117 2504.603 6" PVC WATERMAIN (C900) LF 114 118 2504.603 8" PVC WATERMAIN (C900) LF 5930 119 2504.604 4" POLYSTYRENE INSULATION SY 92 120 2504.608 DUCTILE IRON FITTINGS (EPOXY COATED) LB 2640 SECTION D: SANITARY SEWER (BASE BID) 121 2104.602 REMOVE CASTING FRAME EACH 23 122 2104.602 SALVAGE COVER EACH 23 123 2104.602 F & I CASTING FRAME (NEENAH R-1733 FRAME) EACH 22 124 2104.602 F & I CASTING FRAME (NEENAH R-1733-1 FRAME) LOW PROFILE (4") EACH 1 125 2104.602 F & I CASTING ASSEMBLY (MCDONALD 74M "A" SERIES) EACH 2 126 2104.603 REMOVE SEWER PIPE LF 169 127 2502.602 6" PVC PIPE DRAIN CLEANOUT EACH 2 128 2502.602 8" X 6" PVC WYE (SDR 26) EACH 2 129 2503.602 CONNECT TO EXISTING SANITARY SEWER SERVICE EACH 2 130 2503.603 6" PVC PIPE SEWER (SDR 26) (SERVICE) LF 60 131 2503.603 8" PVC PIPE SEWER (SDR 35) LF 109 132 2503.603 CLEAN PIPE SEWER LF 830 133 2506.502 ADJUST FRAME AND RING CASTING EACH 1 134 2506.602 INSTALL SALVAGED COVER EACH 23 135 2506.602 CONNECT TO EXISTING STRUCTURE (SANITARY) EACH 2 136 2506.603 RECONSTRUCT MANHOLE STRUCTURE LF 11.4 For Information Only Fill Out Online Bid Worksheet249 Proposal Form PF-13 Line No. Item No. Description Unit Est. Qty SECTION E: CONCRETE WALK (BASE BID) 137 2521.518 4" CONCRETE WALK SF 7018 138 2521.518 6" CONCRETE WALK SF 1091 139 2531.603 CONCRETE SILL LF 160 140 2531.618 TRUNCATED DOMES SF 190 141 2582.518 CROSSWALK MULTI COMP SF 90 SECTION F: SANITARY SEWER MAINLINE LINING (BID ALTERNATE A) 142 2503.603 LINING SEWER PIPE 8" LF 270 143 2503.603 LINING SEWER PIPE 9" LF 5021 SECTION G: SANITARY SEWER SERVICE WYE SEALING VIA GROUT PACKER INJECTION METHOD (BID ALTERNATE B) 144 SPEC PROV CHEMICAL GROUT GAL 415 145 SPEC PROV SEAL 8" MAIN TO 6" LATERAL W/ 3' BLADDER EACH 6 146 SPEC PROV SEAL 9" MAIN TO 6" LATERAL W/ 3' BLADDER EACH 77 SECTION H: SANITARY SEWER WYE LINERS (BID ALTERNATE C) 147 SPEC PROV SERVICE WYE LINER - 8" MAIN X 6" WYE EACH 6 148 SPEC PROV SERVICE WYE LINER - 9" MAIN X 6" WYE EACH 77 For Information Only Fill Out Online Bid Worksheet 250 Proposal Form PF-14 Accompanying this proposal is the Bid Security, which under the contract documents, is subject to forfeiture in the event of default by the undersigned. In submitting this proposal, the undersigned acknowledges that the City reserves the right to reject any or all proposals and to waive informalities. This proposal may not be withdrawn after the opening of proposals, and shall be subject to acceptance by the City for a period of forty-five (45) calendar days from the opening thereof. If Bidder is a corporation or company, provide the State of incorporation: If Bidder is a partnership, state full name of all co-partners: Proposal Submitted by (please print): Company Name: Telephone: Address: Date: City, State, Zip: Email Address for Contact Person: By: Title: By: Title: 251 Rev. 02/11 AN-C-1 AFFIDAVIT AND INFORMATION REQUIRED OF BIDDERS AFFIDAVIT OF NON-COLLUSION: I hereby swear or affirm under penalty of perjury: 1. That I am the Bidder (if the bidder is an individual), a partner in the Bidder (if the Bidder is a partnership), or an officer or employee of the bidding corporation or company having authority to sign on its behalf (if the Bidder is a corporation or company). 2. That the attached bid or bids have been arrived at by the Bidder independently, and have been submitted without collusion and without any agreement, understanding, or planned common course of action with any other vendor of materials, supplies, equipment or services described in the invitation to bid, designed to limit independent bidding or competition. 3. That the contents of the Bid or Bids have not been communicated by the Bidder or its employees or agents to any person not an employee or agent of the Bidder or its surety on any bond furnished with the Bid or Bids, and will not be communicated to any such person prior to the official opening of the Bid or Bids; and 4. That I have fully informed myself regarding the accuracy of the statements made in this affidavit. Signature Firm Name Subscribed and sworn to before me on this _____ day of , 2024. Notary Public. My Commission expires: Bidder Employee Identification Number: (Number used on Employer Quarterly Federal Tax Return, U.S. Treasury Department Form No. 941) 252 253 \\sehinc.com\panzura\pzprojects\FJ\G\GOLDV\170054\5-final-dsgn\52-specs-proj-man\06 - Accep Liquidated Damage Rate.DOCX ALD-1 ACCEPTANCE OF LIQUIDATED DAMAGE RATE Due to the difficulty of proving damages caused by not completing this project within the specified times, the undersigned company (“Contractor”) agrees that the amounts listed below (the “Liquidated Damages”) are appropriate and fair amounts for actual damages. Contractor hereby stipulates that the Liquidated Damages shall apply in the event that the contract work is not completed within the specified times as outlined here and in the Special Provisions: Failure to have all of the required work completed by the final completion date shall result in the City charging the Contractor, and withholding from any monies due, liquidated damages in the amount of $2,000 per calendar day until all work is completed. Liquidated damages as described here shall be withheld from money due to the Contractor when Work is not completed within the Contract time. Company Name: Date: By: Title: 254 255 CC-1 EMPLOYMENT CERTIFICATE OF COMPLIANCE I hereby certify that ____________________ (“Bidder”) is in compliance with Minnesota Statutes Section 363 as amended and (check one of the two below, as applicable): ________________ Has a certificate of compliance issued by the Department of Human Rights. ________________ Has applied for a certificate of compliance to the Commissioner of Human Rights, which is pending. I also certify that Bidder, and all of its subcontractors, are in compliance as applicable, with Federal Executive Order 11246, September 24, 1965 as amended by Executive Order 11375, October 13, 1967 and U.S. Department of Labor Regulations (41 CFR Part 60), and will not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. I also certify that Bidder, and all of its subcontractors, shall take affirmative action to ensure that applicants for employment are employed, and that employees are treated during employment, without regard to their race, color, religion, sex, or national origin. Such action includes, and is not limited to, the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; and layoff or training, including apprenticeship. Bidder and its subcontractors have posted approved notices setting forth the provisions of this nondiscrimination clause in a place visible to employees and applicants for employment. Bidder and its subcontractors also assure that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex or national origin. Bidder, and all of its subcontractors, shall, upon request, provide access to the City, the State of Minnesota, the Comptroller General of the United States, or any of their duly authorized representatives, any books, documents, papers, and records which are directly pertinent to this contract for the purpose of conducting an audit, examination, excerpts, and transcriptions. Bidder, and all of its subcontractors, shall retain all required records for three (3) years after final payment and all other pending matters are closed on this project. Signature of Bidder Title Name of Company , 20__ Date 256 257 9-1 CITY OF GOLDEN VALLEY RESPONSIBLE CONTRACTOR CERTIFICATE Applies to all prime contracts in excess of $50,000 A responsible contractor is defined in Minnesota Statutes §16C.285, subdivision 3. Any prime contractor or subcontractor who does not meet the minimum criteria under Minnesota Statutes §16C.285, subdivision 3, or who fails to verify that it meets those criteria, is not a responsible contractor and is not eligible to be awarded a construction contract for the project or to perform work on the project. A false statement under oath verifying compliance with any of the minimum criteria shall render the prime contractor or subcontractor that makes the false statement ineligible to be awarded a construction contract for the project and may result in termination of a contract awarded to a prime contractor or subcontractor that makes a false statement. Before execution of a construction contract, a prime contractor shall submit a verification under oath confirming that all subcontractors that the prime contractor intends to use to perform the project work have verified to the prime contractor, through a signed statement under oath by an owner or officer, that they meet the minimum criteria for a responsible contract. By signing this statement, I, _________________________________________________ (typed or printed name), _____________________________________ (title) certify that I am an owner or officer of the company and do verify under oath that my company is in compliance with each of the minimum criteria listed in the law. ______________________________________________________________________ (name of the person, partnership or corporation submitting this proposal) ______________________________________________________________________ (business address) Signed: ____________________________________ _____________________ (bidder or authorized representative) Date 258 259 FC - 1 CONTRACT NO. 24-01 AGREEMENT FOR THE 2024 PAVEMENT MANAGEMENT PROJECT NO. 24-01 THIS AGREEMENT (this “Agreement”), entered into the ____ day of ________________, 20__ between the City of Golden Valley (the “City”), a municipal corporation, existing under the laws of the State of Minnesota, and , a , under the laws of (“Contractor”). ARTICLE 1. The Contract Documents. The Contract Documents consist of: this Agreement, the Proposal and Bid of the Contractor, the Contractor’s Bonds, the General Conditions, Special Conditions and any supplementary conditions, drawings, plans, Specifications, addenda issued prior to execution of this Agreement, other documents listed herein or in any of the foregoing documents, and Modifications of the same issued after execution of this Agreement (collectively the “Contract” or “Contract Documents”). A Modification is (1) a written amendment to the Contract signed by both parties, (2) a Change Order, (3) a Construction Change Directive, or (4) a written order for a minor change in the Work issued by the Engineer. 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: 1. Modifications to the Contract 2. This Agreement 3. Special Conditions 4. General Conditions 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. ARTICLE 2. The Work. Contractor, for good and valuable consideration the sufficiency of which is hereby acknowledged, covenants and agrees to furnish all materials, all necessary tools and equipment, and to do and perform all work and labor necessary for 2024 Pavement Management Program (24-01) (the “Project”) according to the Plans and Specifications and all of the Contract Documents. Contractor shall commence and conclude the Work in accordance with the Contract Documents. Time is of the essence in this Agreement. Accordingly, Contractor shall complete the Work in accordance with the time schedule for commencement and completion of the Work set forth in the Contract Documents. Contractor shall complete the Work in every respect to the satisfaction and approval of the City. 260 FC - 2 ARTICLE 3. Contract Price. The City shall pay the Contractor the Contract Price in current funds for the Contractor’s performance of the Contract. The Contract Price shall be $____________, subject to additions and deductions as provided in the Contract Documents. Installment payments, if any, on account of the Work shall be made in accordance with the provisions of the General Conditions. Final payment shall be due and payable on or before thirty (30) days after issuance of a Certificate of Final Completion issued by the City Engineer confirming that the Work has been fully completed and Contractor’s obligations fully performed by Contractor. ARTICLE 4. Contractor’s Bonds. Contractor shall make, execute and deliver to the City corporate surety bonds in a form approved by the City, in the sum of $__________ for the use of the City and of all persons furnishing labor, skill, tools, machinery or materials to the Project. Said bonds shall secure the faithful performance and payment of the Contract by the Contractor and shall be conditioned as required by law. This Agreement shall not become effective unless and until said bonds have been received and approved by the City. ARTICLE 5. Acceptance of the Work. The City, through its authorized agents, shall be the sole and final judge of the fitness of the Work and its acceptability. ARTICLE 6. Records. Contractor shall keep as complete, exact and accurate an account of the labor and materials used in the execution of the Work as is possible, and shall submit and make this information available as maybe requested by the City. ARTICLE 7. Payment. All payments to Contractor shall be made payable to the order of ____________________, and the City does not assume and shall not have any responsibility for the allocation of payments or obligations of the Contractor to third parties. ARTICLE 8. Cancellation Prior to Execution. The City reserves the right, without liability, to cancel the award of the Contract at any time before the execution of the Contract by all parties. ARTICLE 9. Special Assessment Contingency. The City’s obligation under this contract is contingent upon the availability of appropriated funds, including funds derived from special assessments, from which payment for contract purposes can be made. The City shall not be legally liable for any payment under this Agreement unless the special assessment appeal period under Minn. Stat. § 429.081 has passed and no appeals have been received. ARTICLE 10. Termination. The City may by written notice terminate the Contract, or any portion thereof, when (1) it is deemed in the best public, state or national interest to do so; (2) the Special Assessment contingency has not been met; (3) the City is unable to adequately fund payment for the Contract because of changes in state fiscal policy, regulations or law; or (4) after finding that, for reasons beyond Contractor’s control, 261 FC - 3 Contractor is prevented from proceeding with or completing the Work within a reasonable time. In the event that any Work is terminated under the provisions hereof, all completed items or units of Work will be paid for at Contract Bid Prices. Payment for partially completed items or units of Work will be made in accordance with the Contract Documents. Termination of the Contract or any portion thereof shall not relieve Contractor of responsibility for the completed Work, nor shall it relieve Contractor’s Sureties of their obligations for and concerning any just claims arising out of the Work. IN WITNESS WHEREOF, both parties hereto have caused this Contract to be signed on their respective behalves by their duly authorized offices and their corporate seals to be hereunto affixed the day and year first above written. THE CITY OF GOLDEN VALLEY, MINNESOTA BY Roslyn Harmon, Mayor BY Timothy J. Cruikshank, City Manager CONTRACTOR BY ITS 262 263 SPECIAL CONDITIONS TABLE OF CONTENTS SC-i PAGE 1. GENERAL ............................................................................................................................ 1 2. PROJECT DESCRIPTION ................................................................................................... 1 3. QUALIFICATIONS OF BIDDER ........................................................................................... 2 4. STARTING AND COMPLETION TIME ................................................................................ 2 5. SCHEDULE AND CONSTRUCTION PHASING .................................................................. 3 6. SPECIFICATIONS WHICH APPLY ..................................................................................... 4 7. REFERENCE ....................................................................................................................... 4 8. PRE-CONSTRUCTION CONFERENCE ............................................................................. 4 9. CONSTRUCTION MEETINGS ............................................................................................ 5 10. SUPERVISION OF WORK .................................................................................................. 5 11. EMERGENCY CONTACTS ................................................................................................. 6 12. RESIDENT PROJECT REPRESENTATIVE ........................................................................ 6 13. SITE CONDITIONS .............................................................................................................. 6 14. MAINTENANCE OF EXISTING CITY UTILITIES ................................................................ 6 15. CONSTRUCTION STAKING ............................................................................................... 7 16. QUALITY CONTROL AND QUALITY ASSURANCE TESTING .......................................... 7 17. PROJECT ACCESS AND STAGING AREA ........................................................................ 8 18. UTILITY CONFLICTS .......................................................................................................... 8 19. EASEMENTS AND PERMITS ............................................................................................. 9 20. DRIVEWAY CONSTRUCTION ON PRIVATE PROPERTY .............................................. 10 21. MEASUREMENT AND PAYMENT .................................................................................... 11 22. TREE AND LANDSCAPE PRESERVATION ..................................................................... 11 23. RESPONSIBILITY FOR DAMAGE CLAIMS (1714) ........................................................... 12 24. MOBILIZATION (2021) ...................................................................................................... 12 25. CLEARING AND GRUBBING (2101) ................................................................................. 12 26. REMOVALS AND SALVAGES (2104) ............................................................................... 13 27. ABANDON WATER MAIN (2104) ...................................................................................... 17 28. SAWING CONCRETE AND BITUMINOUS PAVEMENT (2104) ....................................... 17 29. EXCAVATION AND EMBANKMENT (2106) ...................................................................... 18 30. GEOSYNTHETIC CONSTRUCTION MATERIALS (2108) ................................................ 20 31. CONTAMINATED AND DEBRIS-IMPACTED SOIL .......................................................... 20 32. WATER USE ON PROJECT (2130) .................................................................................. 22 33. AGGREGATE BASE (2211) .............................................................................................. 23 34. IMPORTED TEMPORARY STABILIZATION (3” MINUS LIMESTONE) (2211) ................. 23 264 SPECIAL CONDITIONS TABLE OF CONTENTS SC-ii 35. MILL BITUMINOUS SURFACE (2232) .............................................................................. 24 36. DRILL AND GROUT REINFORCEMENT BAR (EPOXY COATED) (2301) ...................... 24 37. JOINT ADHESIVE (MASTIC) (2331) ................................................................................. 24 38. PLANT MIXED BITUMINOUS MIXTURES (2360) ............................................................. 27 39. PIPE BEDDING (2451) ...................................................................................................... 28 40. CRUSHED ROCK FOR STABILIZATION (2451) .............................................................. 29 41. COARSE FILTER AGGREGATE (2451) ........................................................................... 29 42. PIPE SEWERS (2503) ....................................................................................................... 29 43. WATER MAIN CONSTRUCTION (2504) ........................................................................... 31 44. CORPORATION STOPS (2504) ........................................................................................ 31 45. CURB STOP AND BOX (2504) .......................................................................................... 32 46. WATER SERVICE PIPE (2504) ......................................................................................... 32 47. SERVICE SADDLE ............................................................................................................ 32 48. TEMPORARY WATER SYSTEM ....................................................................................... 32 49. FURNISH AND INSTALL HYDRANT (2504) ..................................................................... 32 50. FIRE HYDRANT MARKERS (2504) .................................................................................. 33 51. CONNECT TO EXISTING WATER MAIN (2504) .............................................................. 33 52. ADJUST GATE VALVE BOX (2504) .................................................................................. 33 53. GATE VALVE AND BOX (2504) ........................................................................................ 33 54. DUCTILE IRON FITTINGS (2504) ..................................................................................... 34 55. 4” POLYSTYRENE INSULATION (2504) .......................................................................... 34 56. MANHOLES AND CATCH BASINS (2506) ....................................................................... 34 57. FURNISH AND INSTALL MANHOLE BAFFLE .................................................................. 35 58. FURNISH AND INSTALL CASTING ASSEMBLY (2506) .................................................. 37 59. FURNISH AND INSTALL CASTING FRAME (NEENAH R-1733 AND R-1733-1 FRAME) (2506) ................................................................................................................................. 37 60. INSTALL SALVAGED COVER (2506) ............................................................................... 38 61. RECONSTRUCT MANHOLE STRUCTURE (2506) .......................................................... 38 62. CONSTRUCT BULKHEAD (2506) ..................................................................................... 38 63. ADJUST FRAME & RING CASTING (2506) ...................................................................... 39 64. WALKS (2521) ................................................................................................................... 39 65. CONCRETE CURB AND GUTTER (2531) ........................................................................ 40 66. CONCRETE SILL (2531) ................................................................................................... 41 67. CONCRETE DRIVEWAY PAVEMENT (2531) ................................................................... 41 68. INSTALL SALVAGED RETAINING WALLS (2540) ........................................................... 42 265 SPECIAL CONDITIONS TABLE OF CONTENTS SC-iii 69. INSTALL SALVAGED LANDSCAPE MATERIALS (2540) ................................................. 42 70. INSTALL SALVAGED BRICK PAVERS (DRIVEWAY OR WALK) (2540) ......................... 43 71. INSTALL SALVAGED SPLIT RAIL WOOD FENCE (2557) ............................................... 43 72. INSTALL SALVAGED CHAIN LINK FENCE (2557) .......................................................... 43 73. INSTALL SALVAGED BRICK OR ROCK LANDSCAPE EDGING (2540) ......................... 43 74. TRAFFIC CONTROL AND MAINTENANCE (2563) .......................................................... 43 75. INSTALL SALVAGED SIGNS (2564) ................................................................................. 45 76. FURNISH AND INSTALL SIGN TYPE C (2564) ................................................................ 45 77. FURNISH AND INSTALL STREET NAME SIGN (2564) ................................................... 46 78. TREES AND SHRUBS AS SPECIFIED (2571) ................................................................. 46 79. TEMPORARY TREE PROTECTION FENCING (2572) ..................................................... 47 80. EROSION AND SEDIMENTATION CONTROL (2573) ..................................................... 48 81. TURF ESTABLISHMENT (2575) ....................................................................................... 49 82. LANDSCAPE EDGING (2575) ........................................................................................... 50 83. MULCH MATERIAL (2575) ................................................................................................ 50 84. PAVEMENT MARKINGS (2582) ........................................................................................ 51 85. RESTORATION ................................................................................................................. 51 86. CLEAN PIPE SEWER ........................................................................................................ 51 87. SANITARY SEWER MAIN REPAIR (BID ALTERNATE A) ................................................ 51 88. SANITARY SEWER SERVICE WYE SEALING VIA GROUT PACKER INJECTION METHOD (BID ALTERNATE B) ......................................................................................... 57 89. SANITARY SEWER SERVICE WYE LINING (BID ALTERNATE C) ................................. 68 90. SANITARY SEWER SERVICE REPLACEMENT PROGRAM ........................................... 77 91. PROCEDURES IN THE EVENT OF A SEWAGE SPILL ................................................... 78 266 267 SC-1 SPECIAL CONDITIONS CITY OF GOLDEN VALLEY FOR CITY PROJECT NO. 24-01 2024 PAVEMENT MANAGEMENT PROJECT BID OPENING: January 30, 2024 10:00 am CST 1. GENERAL: Instructions to Bidders and General Conditions as embodied in these Contract Documents shall apply except as modified or supplemented in these Special Conditions. 2. PROJECT DESCRIPTION: The contract Work includes the reconstruction of the streets in Golden Valley within the following boundaries:  Duluth Street (Wisconsin Avenue North to Winnetka Avenue North), Westbend Road (Wisconsin Avenue North to Valders Avenue North), Wisconsin Avenue North (Duluth Street to 23rd Avenue North), Orkla Drive (Westbend Road to 23rd Avenue North), Valders Avenue North (Duluth Street to 23rd Avenue North), Winnetka Heights Drive (Valders Avenue North to Orkla Drive. The contract Work also includes the mill and overlay of Valders Court from Valders Avenue North to east cul-de-sac. The Work will include, but is not limited to, the following: Removal of bituminous pavement and concrete pavement. Also, water main replacement, sanitary sewer lining, spot sewer replacement, subgrade preparation, installation of storm sewers, aggregate base, granular borrow, bituminous pavement, concrete pedestrian ramps, concrete walk, concrete curb and gutter, landscaping, restoration, and utility repairs. This project has three bid alternates: Bid Alternate A includes bid items for mainline sanitary sewer lining utilizing a Cured-in-Place Pipe (CIPP) liner. These items are listed on Section F (Sanitary Sewer Main Line Lining) on the SEQ of the Plan and Bid Form. Refer to the Specifications for additional details. Bid Alternate B includes bid items for service wye sealing. These items are listed on Section G (Sanitary Sewer Service Wye Sealing Via Grout Packer Injection Method) on the SEQ of the Plan and Bid Form. Refer to the Specifications for additional details. Bid Alternate C includes bid items for service wye lining utilizing a Cured- in-Place Pipe (CIPP) liner. These items are listed on Section H (Sanitary Sewer Service Wye Liners) on the SEQ of the Plan and Bid Form. Refer to the Specifications for additional details. 268 SC-2 The City has the right to accept or reject Bid Alternates A, B, or C at its discretion or any combination thereof. See the Plans for more detailed information on the locations. 3. QUALIFICATIONS OF BIDDER: Bidders are required to submit evidence that they have practical knowledge of the particular work bid upon, and that they have the financial resources to complete the proposed Work. Failure on the part of any Bidder to carry out previous contracts satisfactorily or any bidder’s lack of experience or equipment necessary for the satisfactory and timely completion of this Project may be deemed sufficient cause for disqualification of said Bidder. Please refer to Instructions to Bidders and Contractor’s Questionnaire regarding other Bidder Qualification Requirements. Bidders who will require more than fifty percent (50%) of the Work value to be performed by subcontractors will be deemed unqualified to perform the Work. Bidder must submit subcontractor list with their anticipated items of work and value. The following Contract items shall be considered specialty items and will not be included in the fifty percent (50%) requirement as stated in the Qualifications of Bidders Section of the Instructions to Bidders: Item No. Item 2563.601 Traffic Control 2503.603 Sewer Pipe Lining (Alt. Bid) Spec. Provisions Service Wye Grouting | Service Wye Lining (Alt. Bid) 4. STARTING AND COMPLETION TIME: Contractor shall furnish all required bonds and insurance within one (1) week of the award of the Contract by the Golden Valley City Council. Work shall begin within one week following the issuance of the Notice to Proceed. All Work under this Contract must be Substantially Completed no later than September 27, 2024 (the "Contract Time"), and be completed and ready for final payment in accordance with Section I, Paragraph 1.J. of the General Conditions on or before June 27, 2025 (the "Contract Time"). Contractor shall prosecute the Work continuously and effectively, with the least possible delay, to the end that all Work is completed within the Contract Time. The City is entitled to damages for failure of the Contractor to complete the Work within the Contract Time. In view of the difficulty in making a precise determination of actual damages incurred, the City will assess a daily charge not as a penalty but as liquidated damages to compensate the City for additional costs incurred. Failure to substantially complete the Work by the Contract Time shall result in the City charging Contractor, and withholding any monies due as liquidated damages, the amount of $2,000 per calendar day until all Work is completed. If Contractor is delayed for any reason in the commencement or performance of the Work, to the extent such delay will prevent the Contractor from completing 269 SC-3 the Work (or any portion thereof) within the Contract Time, Contractor’s sole remedy for such delay shall be an extension of the Contract Time. All such extension requests shall be made according to the requirements and procedures set forth in Division I, 1806 (Determination and Extension of Contract Time) and 1403 (Notification for Contract Revisions) of the MnDOT shall apply, except as modified or supplemented in these Special Conditions. Without limiting the foregoing, if a conflict arises with existing private utilities during the commencement or performance of the Work, Contractor shall proceed to work in areas without such conflict until the conflicts are resolved. It is the express understanding of the parties with regard to all Work that Contractor will undertake its performance in a manner to avoid or minimize any delays that may result from private utility conflicts or any other possible causes of delay. 5. SCHEDULE AND CONSTRUCTION PHASING: Contractor shall schedule its work to minimize inconvenience to residents. This project shall be divided into three (3) areas for project scheduling. This Work must be completed according to the following phasing requirements. Contractor shall submit to the Engineer for review and approval, a detailed critical path phasing plan and schedule a minimum of one (1) week before the pre-construction conference. The schedule must detail all controlling operations. The following requirements/operations must be included in this plan: A. Installation of sanitary sewer liners (mains and services) before installation of wear course. Once the existing pavement is removed on a street, work must proceed in a continuous manner until it is completed. Contractor must schedule the Work to avoid time when there is no work progressing on any given street. B. Driveway replacement within the required time constraints. C. Landscape restoration within the required time constraints. D. Completion of the Project by the specified dates. E. Once Contractor has raised all castings to their final grade, it must allow two (2) weeks in each area for City staff to televise existing and new sewers before the wear course is placed. Contractor shall ensure that all work on sewer manholes, catch basins and sewer lines is completed, and they are cleaned to the Engineer’s satisfaction before any televising is performed. If the sewers are determined, at any time during televising operations, to need any additional cleaning, the City will, at their discretion, clean them with their own staff (at $500/hour with a four- hour minimum) or retain a cleaning service to perform cleaning on all sewers remaining to be televised. All costs for such cleaning will be billed to the Contractor or withheld from monies due. Working hours for this project shall be limited to 7:00 a.m. to 7:00 p.m., Monday through Saturday, except as otherwise stated in the Contract Documents, unless 270 SC-4 approved in writing by the City Engineer. Contractor shall schedule its work to comply with this requirement. Contractor shall perform some Work at times other than those indicated if the Engineer deems it is in the best interest of the City and the property owners affected. No claims for extra compensation will be considered for complying with this requirement. 6. SPECIFICATIONS WHICH APPLY: The Specifications which apply to the Work shown in the Plans shall be as follows: A. These Special Conditions. 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. Copies of 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. Division I, 1507 (Utility Property and Service) and Division I, 1512 (Unacceptable and unauthorized work) of the MnDOT Specification shall apply, except as modified or supplemented herein. D. Division II (Construction Details) and Division III (Materials) of the MnDOT Specification shall apply, except as modified or supplemented herein. 7. REFERENCE: All references in the Specifications and Special Conditions to “MnDOT Specification” are intended to mean the Minnesota Department of Transportation’s “Standard Specifications for Construction,” 2020 Edition, and its supplements. All reference therein to the State, the Department, the Department of Transportation of the State of Minnesota and the Commissioner shall be read as reference to the City. 8. PRE-CONSTRUCTION CONFERENCE: Prior to the beginning of construction operations, a pre-construction conference shall be held, and shall be attended by the authorized representatives of the City, the Engineer in charge of the Project, utility companies and persons of the contracting firm or firms 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 preconstruction conference:  Critical path phasing plan and schedule, which details all controlling operations. This shall be submitted a minimum of one (1) week before the pre-construction conference.  General project contact information including emergency contacts 271 SC-5  Subcontractor list (discussed under Section 3 of these Special Conditions)  Material supplier list  Shop drawings  Traffic Control plan 9. CONSTRUCTION MEETINGS: Contractor shall be required to attend weekly construction meetings scheduled for 9:00 a.m. on Wednesdays at Golden Valley City Hall. Contractor must submit the following at each meeting:  A two-week Critical Path schedule of work bar graph/Gantt chart showing the two-week work plan  The overall project schedule  Erosion Control Inspection Forms (see Erosion & Sedimentation Control Section in these Specifications)  Written documentation of performed street sweeping (see Erosion & Sedimentation Control Section in these Specifications)  A written request for any extra work The Project Schedule information will be included in a newsletter distributed to residents in the Project area updating them of the progress and expected construction sequencing. Failure to submit an approved, detailed Critical Path Schedule as required shall result in the City withholding any monies due. In the event delays are experienced on the Project due to weather or conflicts with private utility company facilities, Contractor’s schedule must detail extra efforts to put the construction back on schedule. 10. SUPERVISION OF WORK: Contractor shall provide a competent, reliable Superintendent to be present at all times when Work is in progress in accordance with Section 1506 of the MNDOT Standard Specifications for Construction and as modified herein. The Superintendent must be the full-time person identified in the Contractor Questionnaire with the Proposal, and shall act as Contractor’s representative and supervise all of Contractors and subcontractors forces through all phases of operations of the Work. Contractor shall not replace the Superintendent without written authorization by the Engineer. The Superintendent shall not change with phases of the Work nor shall a subcontractor’s superintendent act as the Contractor’s Superintendent. Additionally, the Superintendent shall not be a working foreman of the Contractor or subcontractor. The Superintendent shall have the authority to represent the Contractor in all issues that may arise during execution of the Work, and to obtain all the equipment and manpower needed to perform the Work as outlined in the Plans and as directed by the Engineer. All orders from the Engineer shall be directed to the Contractor through the Superintendent. 272 SC-6 11. EMERGENCY CONTACTS: Contractor shall provide the City, at or before the pre-construction conference, with a list of emergency contacts. This list shall include a telephone number to contact the Project superintendent 24-hours a day until all of the Work is completed, as well as additional 24-hour emergency contacts for all subcontractors. 12. RESIDENT PROJECT REPRESENTATIVE: The Engineer shall designate an Inspector for this project. The Inspector shall have the same authority as that specified for the Inspector in MnDOT Specification 1510 and the General Conditions of these Specifications. The Contractor must direct all requests for extra compensation, or changes in scope or character of the Work through the Inspector to the Engineer. Failure to direct such initial requests may be cause for rejection of the request. In order to ensure all communication to residents on this project is uniform and complete, Contractor shall direct all communication to the City. Contractor shall, however, be responsible for disseminating daily construction notices, or other communication as directed by the Engineer, to the residents on a daily basis indicating construction operations and access conflicts. Failure to disseminate such information, as directed by the Engineer, shall be cause for the City to withhold all compensation due. 13. SITE CONDITIONS: Contractor shall be required to keep the Project site in a clean, orderly condition at all times. Littering of cans, bottles or other garbage/debris will not be tolerated. Contractor shall submit a plan to the Engineer for approval, for debris and waste disposal within the Project area. It shall include, but not be limited to, providing a dumpster for debris and waste materials. No removal items, spoil or aggregate piles will be allowed within rights-of-way overnight except by express, written consent of the Engineer. In the event piles are left in the rights-of-way at the end of the day, the City may, at its discretion and without prior notification to Contractor, remove all piles with its own or contracted forces. All costs associated with such removal shall be billed to Contractor or withheld from monies due. 14. MAINTENANCE OF EXISTING CITY UTILITIES: The City has cleaned and televised all sanitary sewer lines and storm sewer lines prior to construction. Sanitary sewer televising videos and reports are available for download at the following link: https://bit.ly/3FEqfGD Contractor shall be responsible for keeping all utilities clean during construction including but not limited to gate valve stacks, utility lines, and manholes. In the event debris is found during the post-construction televising of sewers, the City may, at its discretion, clean all remaining sewers to be televised with its own or contracted forces. All costs associated with such cleaning shall be billed to Contractor or withheld from monies due. 273 SC-7 15. CONSTRUCTION STAKING: The City, or its representative, will set construction stakes, lines, elevations and grades for this construction as deemed necessary by the Engineer. The stakes established by the City will constitute the field control Contractor will use to perform the Work. It will be Contractor’s responsibility to request any additional staking necessary to perform the Work. Contractor’s superintendent shall notify the Inspector a minimum of 48 hours in advance of the need for construction stakes. This advance notification requirement must be strictly adhered to. No claims for down time or delays in work due to Contractor’s negligence to request staking as described will be permitted. Contractor shall be obligated to prepare the entire area to be staked before requesting staking. Failure to prepare the area to the Engineer’s satisfaction shall result in staking delays until the area is prepared properly. No claims for lack of stakes or schedule delays will be considered that are due to not properly preparing such areas. Contractor shall be responsible for the preservation of all stakes and marks established by the City or its consultants. If the Engineer determines that construction stakes have been carelessly or willfully destroyed or disturbed by Contractor or by Contractor’s lack of protection of the stakes, the cost of replacing the stakes will be deducted from monies due Contractor. The City will provide Contractor with written notice of violation of this Section one time. This written notice shall serve as notice of withholding of monies due Contractor so the City may recover its costs for failure to comply with this requirement. 16. QUALITY CONTROL AND QUALITY ASSURANCE TESTING: Contractor shall be responsible for quality control testing in accordance with the current Schedule for Material Testing found on the MnDOT website http://www.dot.state.mn.us/materials/lab.html, as amended in these Specifications. All costs for such testing shall be included in the unit prices for the items to be tested. All testing must be done by a laboratory experienced with the testing procedures required by MnDOT and approved by the Engineer. Certification of such experience shall be submitted to the Engineer at the pre-construction conference. Contractor shall also cooperate with the Engineer in collecting companion samples in accordance with MnDOT Specifications to verify Contractor’s test results. Collecting companion samples shall be considered incidental for which no direct compensation shall be made. The City will be responsible for testing such samples provided by Contractor at its cost. The Engineer shall contact Contractor so he may be represented during sampling, and assist as necessary. 274 SC-8 17. PROJECT ACCESS AND STAGING AREA: Construction traffic access to the Project areas shall be limited to City streets being reconstructed under this project, and federal, state and county highways and City streets as approved by the Engineer, or as otherwise noted in the plans. The use of other non-designated routes shall be cause for ticketing. This requirement shall not waive Contractor’s obligation to comply with existing statutes, local ordinances, or any other existing laws; nor shall it waive the governing authority from assigning penalty for violating such statutes, ordinances or laws. Construction staging area to be submitted and approved by the City. This requirement shall not waive Contractor’s obligation to comply with existing statutes, local ordinances or any other existing laws; nor shall it waive the governing authority from assigning penalty for violating such statutes, ordinances or laws. No extra compensation will be allowed for extra construction costs due to these restrictions. 18. UTILITY CONFLICTS: In order to minimize inconvenience to adjacent property owners and expedite the Project, Contractor shall be expected to coordinate its efforts with the 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 Project. Contractor shall also coordinate all unanticipated utility relocations or adjustments determined to be necessary to complete the Work. The City will be responsible for costs incurred by the utility companies for unanticipated relocations and adjustments only in cases where prior, written authorization to perform the utility work is provided by the Engineer. 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 Project to promptly relocate, remove, or adjust such facilities. CenterPoint Energy (CPE) will be upgrading and/or replacing gas mains in the Project area as part of this project. Contractor is expected to coordinate construction operations with CPE so all Work can be done in a timely manner without impeding the progress of the Project. Utility company contacts for this Project are: Arvig – Brian Applequist ........................................................... (218.346.5500) AT&T – Jerry Streeter ................................................................ (612.344.3327) CenterPoint Energy – Amir Fazlovic ......................................... (612.321.5086) Lumen/CenturyLink, Inc. (Consultant) – Jeremy Wegleitner .... (651.336.6557) Comcast – McClay Lyford ........................................................ (651.925.6372) MCI Communications (Verizon) – Andy Wood .......................... (612.919.1741) 275 SC-9 Verizon – Andrew Frette ............................................................ (612.919.1751) Xcel Energy – Dave Fitch ......................................................... (612.630.4127) Xcel Energy (Lighting Division) – Damon Erickson ................... (651.229.2480) Zayo Group – Steve Senger ..................................................... (612.210.8037) 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 in accordance with the Plans that 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. (Also see Special Conditions Section 4 with regard to utility company requirements) 19. EASEMENTS AND PERMITS: The City shall work to obtain all required permanent and temporary easements and permits for this project with the exception of the following: A. The construction activities, methods and procedures used on this Project shall comply with and be done in accordance with the General Permit Authorization to Discharge Storm Water Associated with a Construction Activity under the National Pollutant Discharge Elimination System/State Disposal System Permit Program. Therefore, prior to beginning the Work, the City and Contractor as a co-permittee will be required to obtain a permit from the Minnesota Pollution Control Agency (MPCA). The Storm Water Pollution Prevention Plan (SWPPP) is included in the Plan. The Contractor shall file required construction Storm Water permit online with the MPCA (https://rsp.pca.state.mn.us/TEMPO_RSP/Orchestrate.do?initiate=true). The permit becomes valid one business day after Contractor submits a completed application online. Contractor shall email the permit to the City permit once obtained. In addition to establishing legal accountability by the co-permittee on this Project, the general permit shall serve to modify the Minnesota Department of Transportation (MnDOT) Standard Specifications for Construction and all supplements thereto. All permit requirements pertaining to construction practices, application of erosion control methods and devices, and implementation time requirements are hereby incorporated into the Construction Specifications by reference and are made both integral and enforceable parts of the Contract. The weekly inspection and maintenance requirements of said general permit (Part IV.E) shall be the responsibility of Contractor. All site inspections shall be completed in accordance with the requirements specified in the permit. An inspection form will be supplied by the City. It shall be Contractor’s responsibility to provide blank copies of the log sheet as necessary for the life of this Contract. The active and completed inspection forms shall be kept on the Project site in a secure, weatherproof location, and shall be accessible by both Contractor and City personnel at 276 SC-10 all times. This information shall also be made available to any other interested party upon request. Contractor shall provide copies of the previous week’s original inspection form to the Engineer at every weekly construction meeting. The inspection form will be filed with the Project’s SWPPP. B. Contractor shall also obtain a City of Golden Valley Storm Water Management Permit and a Right-of-Way Permit from the City. Contractor shall comply with all terms and requirements of the permits. No additional permit fees or securities will be required to obtain these permits over the Contract Performance and Payment Bonds required in Section VI, Item 18 “Requirements of Contract Bond” of the General Conditions of this Contract. The City will obtain the following permits: A. Erosion and Sediment Control Permit from Bassett Creek Watershed Management Commission (BCWMC). Contractor shall be required to fulfill all requirements and provide any bonds required of the permit. B. Department of Health permit for water main replacement work. Contractor shall be required to fulfill all requirements of this permit. C. A Right-of-Way/Utility permit from Hennepin County for work within the County’s right-of-way along CSAH 156 (Winnetka Avenue North). Contractor shall be required to fulfill all requirements and provide any bonds required of the permit. 20. DRIVEWAY CONSTRUCTION ON PRIVATE PROPERTY: Residential property owners with driveways disturbed as part of this street improvement project will be given the opportunity to reconstruct their entire driveway at contract unit prices. (No adjustments to any pay items associated with driveway reconstruction will be permitted due to increases or decreases in quantities due to Work on private property). The estimated quantities may not reflect all of the proposed private driveway Work. The Engineer shall set a reasonable deadline for residents to return their agreements, and Contractor shall be obligated to perform all such Work as ordered by the Engineer. Contractor shall cooperate with the Engineer to ensure timely completion of Private Driveway Construction. Claims by the Contractor for delays caused by not receiving this information to coincide with the Work schedule will not be allowed. Some driveways, requested by residents to be replaced, may require the Contractor to assume a higher degree of liability to construct than a normal driveway, or on which the ability to achieve the required quality is not possible (i.e., too much or not enough slope, landscaping impacts, construction along a foundation, etc.). If Contractor deems this to be true, it may make a request to the Engineer to remove the driveway from the Work. The Engineer shall consider all such requests; however, the decision of whether or not the driveway shall be included in the Work shall be at the sole discretion of the Engineer. If 277 SC-11 the Engineer deems the driveway is within the scope of the Contract Work, the Contractor shall be obligated to perform such Work in accordance with all Specifications herein. Contractor shall be responsible to establish grades for all private driveways. The City may be available, with advanced notification, per Contractor’s request to help assist in establishing grades. Contractor shall be required to notify the property owners 48 hours in advance of performing work on private driveways. Failure to provide such written notification shall result in Contractor delaying the Work until the proper notification is provided. No claim for extra compensation to adhere to this requirement shall be considered. 21. MEASUREMENT AND PAYMENT: Payment for all items shall be by the unit price bid. Items on the Proposal Form have been listed in a logical order. However, items from any section may be used for like work on any part of this project, not only the section they are listed under. No claims for additional compensation for use of an item for work under a different section will be considered. Measurement for all items not specifically described in these Specifications shall be done in accordance with MnDOT Standard Specifications. Contractor shall submit all final quantities to the City within one month after wear course paving. Should Contractor’s final quantities not be submitted within the required time, it shall be understood that the City’s Quantities for the Work are accepted by Contractor. Unclassified work authorized by the Engineer, will be paid for on a force account basis according to Section VIII, Item 8 of the General Conditions. 22. TREE AND LANDSCAPE PRESERVATION: Significant care must be taken to protect existing trees and shrubbery that the Engineer feels may be impacted by the construction. Contractor shall meet with the Assistant City Forester (763.593.3976) on-site to review procedures for successful protection of trees throughout the construction process. Special care must be taken when in close proximity to any such vegetation to prevent unnecessary cutting, breaking, or shredding of roots; wounding or scraping of trunks; 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. Contractor shall install tree protection fencing, as directed by the Engineer in the field. The unit price bid per linear foot shall be considered compensation in full to place and maintain all such protection throughout the construction. 278 SC-12 Contractor shall exercise due caution to protect existing tree branches. 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 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 damaged by construction before July 1. Contractor shall coordinate all such work with the Assistant City Forester. 23. RESPONSIBILITY FOR DAMAGE CLAIMS (1714): The provisions of MnDOT Specification 1714 are supplemented as follows: Contractor must have the City of Golden Valley, and Short Elliott Hendrickson Inc. named as additional insureds on any insurance coverage Contractor is required to provide. 24. MOBILIZATION (2021): The lump sum for mobilization is to include all aspects of work in accordance with MnDOT Specification 2021, for the base bid. No measurement for Mobilization shall be made for Bid Alternates A, B, or C. 25. CLEARING AND GRUBBING (2101): In an effort to minimize tree removals, Contractor shall be obligated to remove trees at any time throughout the duration of the Work. Contractor’s bid price shall take into consideration multiple mobilizations. Contractor shall notify the Engineer of any trees he/she feels must be removed to complete the Work as specified. The Engineer may wait until all subgrade correction and/or sloping near such questionable trees is complete to determine the necessity of removals. No claims for extra compensation shall be considered due to Contractor’s compliance with this requirement. Clearing and grubbing shall be performed in accordance with the provisions of MnDOT Section 2101, and the following: The Engineer shall mark all trees, shrubbery and other items designated for clearing and grubbing, after grade stakes have been established. Only those trees and items as marked may be removed. Any items removed or damaged by Contractor not marked for removal will be Contractor’s responsibility to replace at its sole cost. All replacement items must be approved by the Engineer. Only the Engineer or his designate is 279 SC-13 authorized to mark trees, brush or shrubs for any purpose or in any manner. In addition, Contractor shall ensure that trees/landscaping not designated for removal are not damaged, marked or defaced in any way. Grinding of stumps may be allowed with approval from the Engineer. All trees cleared and grubbed shall be promptly disposed of off the site with no additional compensation. Disposal must be in accordance with all county and state disposal requirements. Contractor shall not leave removed trees, stumps or debris on the Project site overnight. Measurement for clearing and grubbing trees shall be the individual tree, or by the acre, as specified in the Plans or as directed by the Engineer. Payment for clearing and grubbing trees under these items is for trees four (4) inches in diameter and larger (measured at a point 24-inches above the ground) only, and shall be considered compensation in full to remove each tree and stump as directed by the Engineer. Removal and disposal of all trees, brush and shrubs smaller than four (4) inches in diameter shall be considered incidental for which no direct compensation shall be made. No claims shall be considered for extra costs due to size for clearing and/or grubbing trees or shrubs as directed by the Engineer. Trees, stumps, brush and shrubs the Engineer designates to be removed in conjunction with private driveway construction, as part of this project, shall be performed and compensated for in accordance with this Specification. Once the Engineer marks trees and shrubs for removal, Contractor shall promptly remove such items and dispose of them off the Project area. 26. REMOVALS AND SALVAGES (2104): The unit price bid for all items designated for removal shall include disposal at a site selected by Contractor and approved by the Engineer. Items designated to be removed must be loaded and taken from the Project area as they are removed. In no case will removal items be allowed to remain on the Project overnight without written consent of the Engineer. Failure to comply with this requirement may result in the City withholding all money due until removal items have been disposed of off the Project. Residents with driveways disturbed as part of the Work will be given the opportunity to replace their entire driveways in conjunction with the Project. Removals of bituminous or concrete driveway pavement shall be compensated for under the unit price bid for the type of pavement removed, and shall be considered compensation in full for such Work as directed by the Engineer. No claims for extra compensation or unit price adjustment will be considered due to increased or decreased quantities for private driveway work. Contractor shall be required to remove all pavement against building foundations, panels or existing retaining walls by hand to prevent damage to the in-place structure. All such extra equipment and labor, including but not limited to, jackhammers, compressors, etc., shall be considered incidental to the unit price bid for such removal. 280 SC-14 Contractor shall salvage all items designated to be reused on this project as directed by the Engineer. The City has no areas contiguous to the Project for stockpiling salvaged bituminous pavement. Items damaged by the Contractor that are designated to be salvaged shall be replaced at the Contractor’s expense. If there are existing mailboxes that must be removed to construct the Project, Contractor shall salvage and reset them at the end of the Project. During the Project, Contractor must provide a temporary bank of mailboxes to allow mail delivery by the U.S. Postal Service. Contractor shall coordinate the temporary mailbox locations with the local post office. These locations shall also be approved by the Engineer. The temporary mailbox bank shall be considered incidental to salvage mailbox and support. It shall be Contractor’s responsibility to notify the Engineer before removal of any existing mailbox posts that are rotten and cannot be removed without damage. If Contractor fails to notify the Engineer and the posts are damaged, Contractor shall be responsible for repairing the damaged post at its own expense. An item is included in this project for replacing rotted mailbox supports. Contractor shall also cooperate with residents to install either the support furnished by Contractor or a support that the resident supplies. Any mailboxes or supports to be salvaged which are damaged during storage or replacement shall be replaced at Contractor’s expense. Any painting/staining required, in the opinion of the Engineer, to match original condition that is due to damage by Contractor shall be included in the unit price bid for salvaging and replacing the mailboxes and supports. Payment will be made on the basis of each support post set to its permanent location regardless of the number of mailboxes on each unit in accordance with postal requirements. No compensation will be considered for work to temporarily set any mailbox. Contractor shall cooperate with residents to determine the location for final setting of mailboxes. The unit price bid, per square yard, to Salvage Bituminous Pavement, regardless of existing pavement thickness (see chart in plan for existing bituminous thickness) shall be considered compensation in full to reclaim the full depth of all bituminous from the roadway (including bituminous curb) with underlying granular material for reuse on this project as directed by the Engineer. The salvaged bituminous pavement shall be used to cap select granular borrow to provide a drivable surface. In the event there is excess salvaged bituminous pavement, the Engineer will direct Contractor to use as additional granular base material or to dispose of it off the Project. Contractor shall dispose of the material at no additional cost in accordance with all applicable rules and regulations. Bituminous pavement designated to be removed (driveways, bituminous curb, and small miscellaneous bituminous pavements), shall be disposed of by Contractor at a site selected by Contractor and approved by the Engineer. The unit price bid, per square yard, to Remove Concrete Pavement, regardless of existing pavement thickness (see chart in plan for existing concrete thickness) 281 SC-15 shall be considered compensation in full to remove the full depth of all concrete from the roadway (including integral curb and any reinforcement that may be present). Onsite crushing of concrete pavement shall not be permitted. Concrete pavement shall be broken up, as directed by Engineer, and disposed of off the Project. In order to maintain temporary vehicle access during construction, concrete pavement shall be removed half at a time on each street as needed to replace existing water main. Contractor shall dispose of the material at no additional cost in accordance with all applicable rules and regulations. No payment for additional mobilizations to remove concrete pavement in phases will be made. Pavement Marking Removal shall conform to MnDOT 2102 with the following modifications: MnDOT 2102.3 is hereby deleted and replaced with the following: Before making a change in traffic pattern, fully remove conflicting pavement markings as required by the contract and as directed by the Engineer minimizing damage to the pavement structure or surface texture. Repair damaged areas as directed by the Engineer at no additional cost to the Department. Remove irregularly shaped markings by enclosing them within rectangular boundaries of least dimension as determined by the Engineer. Control or restrict operations to avoid exposing traffic to hazardous conditions in accordance with 1701, “Laws to be Observed,” 1707, “Public Convenience and Safety,” and 1717, “Air, Land, and Water Pollution.” Remove expended materials or agents used in the pavement marking removal process from the pavement surface as the work progresses. Dispose of removed marking material in accordance with 1701, “Laws to be Observed,” and 1717, “Air, Land, and Water Pollution.” Removed pavement marking material shall become the property of the Contractor. The unit price bid for Remove Landscape Mulch shall be considered compensation in full to remove landscape mulch materials in conformance with the plans and as directed by the Engineer and disposed of offsite by Contractor. Measurement shall be made by area, in square feet, of mulch material removed. The unit price bid to Salvage Modular Block Retaining Wall shall be considered compensation in full to salvage the existing modular block wall, including foundation blocks, for reuse on this project. The measurement shall be based on the actual linear footage, measured across the face of the wall, acceptably salvaged. Contractor shall be responsible for replacing any damaged blocks with matching blocks of the same manufacturer color necessary for rebuilding the walls. 282 SC-16 The unit price bid to Salvage Brick Pavers (Driveway or Walk) shall be considered compensation in full to salvage pavers for driveway or sidewalk, for reuse on this Project. Salvaging steps in paver walk shall be considered incidental to the unit bid price to Salvage Brick Pavers (Walk). Contractor shall offer any extra pavers to the resident. Contractor shall be responsible for replacing any damaged pavers with matching blocks of the same manufacturer and color necessary for rebuilding them. The measurement for Salvage Brick Pavers (Driveway or Walk) shall be based on the actual area in square feet of undamaged pavers removed from the Work. The unit price bid per linear foot to Salvage Split Rail Wood Fence shall be considered compensation in full to remove the existing footings (if present), vertical support posts and horizontal fence rails for reuse on this project as directed by the Engineer. The measurement shall be based on the actual linear footage acceptably removed, measured horizontally across the face of the rail, including support posts. Contractor shall be responsible for replacing any damaged timber rails with matching timbers of the same manufacturer or finish and color necessary for reinstalling the fence. The unit price bid per linear foot to Salvage Chain Link Fence shall be considered compensation in full to remove the existing footings (if present), vertical support posts and fencing materials for reuse on this project as directed by the Engineer. The measurement shall be based on the actual linear footage acceptably removed, measured horizontally across the face of the fence, including support posts. Contractor shall be responsible for replacing any damaged components with matching components of the same manufacturer or finish and color necessary for reinstalling the fence. The unit price bid to Salvage Landscape Items (inclusive of brick/rock edging, etc.) shall be compensation in full for all materials, equipment and labor to salvage such items for reuse on this Project. Items designated to be salvaged that are damaged by Contractor shall be replaced with new items at Contractor’s expense. Excess salvaged items shall be offered to the property owner adjacent to the Work. If the property owner does not want the excess salvaged items, it shall be Contractor’s responsibility to dispose of such items at a site selected by Contractor and approved by the Engineer with no additional compensation. The unit price bid for Salvage Sign (Type C or Street Name) shall be considered compensation in full to salvage and protect all signs in conformance with the plans and as directed by the Engineer. Existing street name signs shall be salvaged to the City of Golden Valley as directed by the Engineer. The unit price bid for Remove Sign, Type C, shall be considered compensation in full to remove signs in conformance with the plans and as directed by the Engineer. 283 SC-17 The unit bid prices for Remove Water Main Pipe and Remove Water Service Pipe shall also include the removal of water main fittings including, but not limited to, tees, bends, and elbows. The unit bid price for hydrant removal shall be considered compensation in full to remove hydrants and store in an area designated by the Engineer for 48 hours to allow city staff to remove parts from the hydrants before they are removed. The unit bid price for hydrant marker removal shall be considered compensation in full to remove and dispose of hydrant markers from existing hydrants specified for removal. The unit bid price to remove the gate valve and box shall be considered compensation in full to remove all sizes of gate valves, including hydrant auxiliary valves. The unit bid price for salvaging casting frame and cover shall be considered compensation in full to salvage all sanitary sewer manhole castings and covers. Salvaged covers will be reinstalled on new manhole casting frames (paid for under separate bid item) and salvaged casting frames shall be stockpiled as directed by the Engineer for pickup by City staff. 27. ABANDON WATER MAIN (2104): This Work shall consist of sealing and abandoning an existing water main pipe in accordance with the applicable MnDOT Standard Specifications, as noted in the Plan and the following: Water main pipe which are to be abandoned shall be bulk-headed with a waterproof seal at both ends and filled with granular material. Measurement shall be made by the length of pipe sealed and abandoned as specified. 28. SAWING CONCRETE AND BITUMINOUS PAVEMENT (2104): Sawing concrete and bituminous pavements shall be compensated for at the unit price bid for actual length of pavement sawed. Sawing shall be paid for one time only. Contractor shall be required to take all precautions necessary to ensure that pavement is removed cleanly along all saw cut joints. Any re-sawing of bituminous or concrete pavements deemed necessary by the Engineer shall be done at Contractor’s expense. Sawing at curb replacement locations shall be incidental to curb removal and will not be measured and paid for separately under this item. Bituminous saw cuts at match points with existing pavements shall be performed immediately prior to placement of bituminous wear course. See table in plan for existing pavement thicknesses observed during soil borings. 284 SC-18 Concrete dust shall be swept up and slurry created by wet-sawing shall be cleaned up, as directed by engineer, immediately after sawcutting concrete pavement, driveways, walks, curbs or other panels. 29. EXCAVATION AND EMBANKMENT (2106): The excavation and embankment shall be constructed in accordance with the Provisions of Section 2106, MnDOT Specification, except as modified herein. Depth of actual subcut shall be determined in the field by the Engineer. In order to facilitate efficient determination of actual subcut depth, Contractor shall be obligated to dig test holes ahead of its excavation operation so the Engineer may determine actual subcut depths. Contractor shall notify the Engineer at least 48 hours in advance of the excavation to schedule the Work. Extra compensation for delays caused by Contractor’s failure to schedule the Engineer as described shall not be considered. Contractor shall provide all equipment and labor to dig test holes at its expense. Contractor shall also be responsible for determining that test hole sites are clear of utilities before excavation. The geotechnical report for this project is available upon request for Contractor’s review. Please contact the Golden Valley Engineering Department at 763.593.8030 to receive a copy. A. Excavation-Common: Excavation-Common shall be considered as all excavation required, including but not limited to, construction of the roadbeds, driveways, walks, trails and stripping topsoil prior to construction of embankments, as shown in the Plans and/or as determined necessary by the Engineer. No claims for additional compensation above the unit price bid shall be considered, regardless of subgrade soil type or depth of subcut required. Contractor shall be responsible for disposal of all excavated materials and shall be required to salvage and reuse all suitable soils encountered within the excavation. Suitable materials include material free of contamination, rocks and debris. The Engineer shall determine the suitability of excavated soils from the excavation for reuse on the Project. The cost of such salvaging, placement and compaction shall be included in the unit price bid for excavation of such soils. The basis of payment for Excavation-Common shall be by excavated volume as determined by cross-sectional measurement, average end area method. Contractors shall be advised the actual depth of excavation and backfill will be determined in the field. B. Select Granular (2106): Select Granular Borrow shall conform to the requirements of MnDOT Specification 3149.2B, except as herein amended: Maximum particle size shall be four inches. Not more than 5% of the material passing a one-inch sieve may pass a #200 sieve. The unit 285 SC-19 price shall include all installation, grading, compacting and any other work necessary to conform to the Plans. Compaction shall be in accordance with the Standard Proctor Specified Density Method unless specifically noted otherwise. Contractor shall give the Engineer notification of borrow site two weeks prior to the use on the Project. Contractor shall provide gradation testing performed by a party acceptable to the Engineer, for all materials under this pay item and in accordance with the Schedule for Materials Control. All testing shall be at the rate specified in the Materials Testing Schedule. Contractor shall schedule with the Engineer times for sampling the granular borrow so the Engineer may be present. Measurement and payment will be measured on a per ton installed basis. Contractor must provide accurate scale tickets. No requests for measurement by any other means will be considered. In addition, Contractor will not be allowed to set up a portable scale to comply with this requirement. All tickets must come from a permanent scale approved by the Engineer. Contractor must submit all scale tickets for this item to the Engineer no later than noon of the day following delivery to the Project. At Engineers discretion tickets that are not provided within the time specified may not be accepted for payment. C. Test Rolling/Compaction: Contractor shall not be allowed to place any aggregate base until the subgrade has been approved by the Engineer. Test rolling shall meet the requirements of MnDOT Specification 2111. Contractor shall furnish a test roller to verify adequate consolidation of all subgrade soils. Any visible deflection of the subgrade shall be considered unacceptable, and the Engineer will require Contractor to take corrective measures to obtain a consistent, stable subgrade. Compaction of all of the subgrade shall be in accordance with MnDOT Specification 2106.3.G.1, Specified Density Method. Compliance will be based on Standard Proctor Densities. No additional compensation shall be considered to obtain specified densities in accordance with the Specifications. Test rolling shall be considered incidental for which there shall be no direct compensation. All costs to excavate and compact in-place subgrades to specified densities shall be included in the unit price bid for Common Excavation. The Plans show the approximate construction limits defined by the street excavation and embankments. They do not represent construction limits in areas of water, sewer or utility construction. Contractor shall keep the construction within the grading limits to the extent possible. The Engineer will direct Contractor to grade outside of the limits shown when necessary. Contractor shall provide such grading with no additional compensation. Restoration shall be paid at the unit prices for such restoration. 286 SC-20 30. GEOSYNTHETIC CONSTRUCTION MATERIALS (2108): The geosynthetic construction materials shall be constructed in accordance with the Provisions of Section 2108, MnDOT Specification, except as modified herein. A. Geotextile Fabric: The unit price bid per square yard shall be compensation in full for equipment, material and labor to install each type of geotextile fabric specified in accordance with the Engineer’s and manufacturer’s recommendations. The geotextile fabric for roadbed stabilization, Type V, shall meet the requirements of MnDOT Specification 3733 for the type specified. Edges shall be overlapped and sewing will be required. Type V fabric shall be installed (rolled) perpendicular to the street centerline. All fabric shall be lapped and stitched with double “J” stitch for Type V. Seams shall have two (2) lines of stitching over the overlapped material. The stitched seam shall meet the same minimum strength requirements as the fabric on which the seam is constructed. The fabric shall be placed flat and hand- stretched to pre-tension the fabric. Certification of seam testing shall be provided to the Engineer. Measurement shall be made on the actual square yards placed excluding overlap and stitched seams. Sewing will be considered incidental. 31. CONTAMINATED AND DEBRIS-IMPACTED SOIL: Although the City is not aware of buried debris or contamination on the Project, Contractor should be aware that debris and/or contaminated materials may be encountered in any excavation. In the event Contractor suspects that contamination is present on the Project (organic vapor detector readings above background, staining or discoloration, debris-rich fill, or olfactory evidence), Contractor shall stop Work and IMMEDIATELY NOTIFY THE ENGINEER. The Engineer shall be responsible for notifying the necessary regulatory agencies and other necessary parties. Contractor shall be prepared to stop work at the suspected contaminated or debris-impacted site for a minimum of 72 to 96 hours after notifying the Engineer to allow time to test for actual contamination and/or extent of debris in the soil. The City’s Environmental Consultant shall collect samples of the suspect material for characterization. No suspect material shall be removed from the site or moved from its position at the time of discovery without the Engineer’s approval. No claims for costs for interrupted progress shall be considered. A. Contaminated Soil The soils shall be considered contaminated if laboratory results indicate the contamination concentrations exceed the applicable risk or health based cleanup criteria established by the State of Minnesota or U.S. Environmental Protection Agency. If the soils are determined to be 287 SC-21 contaminated the City’s Environmental Consultant shall work with the appropriate regulatory agency to develop project specific cleanup goals. When the excavation resumes at a contaminated or potentially contaminated site, the City’s Environmental Consultant shall conduct field monitoring to identify the materials that are to be managed as contaminated. The Engineer shall direct Contractor on the appropriate management of the contaminated soil. Said material may be stockpiled, reused within the Project, or hauled off- site for treatment as directed by the Engineer and in accordance with the Project-specific cleanup goals. Reuse and stockpiling of said material are limited to areas within the Project limits and must meet the guidelines included in the MPCA Best Management Practices for the Off-site Reuse of Unregulated Fill (MPCA, February 2012) and Managing Petroleum Contaminated Soil at Public Works Projects (September, 2008). B. Debris-Impacted Soil The material shall be considered debris-impacted if the amount of debris in the soil exceeds 5% by volume as verified by the Engineer. The Engineer will verify by “Charts for Estimating Proportions of Mottles and Coarse Fragments” Munsell Soil Handbook, 2000 Edition. If the soils are determined to be debris impacted, the City’s Environmental Consultant shall work with the appropriate regulatory agency to develop project specific cleanup goals. When the excavation resumes at a debris-impacted site, the City’s Environmental Consultant shall conduct field monitoring to identify the materials that are to be managed as debris-impacted. The Engineer shall direct Contractor on the appropriate management of the debris-impacted material. With the approval of or under the direction of the Engineer, Contractor may be required to separate debris from the soil to meet the 5% by volume guideline. Contractor will be required to reasonably sort debris from soil in an effort to minimize disposal at the landfill. When the excavation in the area where contaminated and/or debris-impacted soils are located is complete, Contractor shall permit the City to collect samples from the bottom and sidewalls of the excavation. Soils shall not be excavated beyond the limits shown on the cross-sections in the Plan, or as approved unless directed in writing by the Engineer. Contractor shall be obligated to comply with all applicable safety regulations imposed by federal and state law for handling pollutants, contaminants, or hazardous substances, wastes or materials, including but not limited to, 29 C.F.R., Part 1910, and all subsequent revisions thereof. Contractor may be required to temporarily stockpile contaminated or debris- impacted soil on the Project site or at a City-owned location within the City (only 288 SC-22 as directed in writing by the Engineer). Excavated materials with different physical characteristics (i.e. contaminated soil for off-site disposal, contaminated soil for on-site reuse, debris, etc.) will be segregated into separate stockpiles. Contaminated or debris-impacted soil shall be stockpiled on an impervious surface or reinforced plastic a minimum of 10 mils thick. Contractor shall cover contaminated soil stockpiles with 10-mil reinforced plastic and securely anchor it from wind using sandbags, clean soil or an Engineer-approved alternative. Any maintenance or recovering of stockpiles due to lack of adequate anchorage shall be at Contractor’s expense. If the Engineer deems it necessary, the Contractor shall surround the stockpile with fencing to provide extra security. Once established, stockpiles shall not be disturbed, moved or combined except as directed by the Engineer. The City reserves the right to retain responsibility to manage the disposal of soils determined to be unfit for use on the Project due to contamination or debris. Suspect material that has been characterized and does not meet either contaminated or debris-impacted criteria shall be Contractor’s responsibility to manage under the General Excavation provisions with no additional expense to the City. The City advises Contractor to coordinate for a secondary disposal site for soils containing debris below the established levels. The City reserves the right to hire a different contractor for this operation if an agreement regarding extra work compensation for contaminated and/or debris impacted soils cannot be established. If directed by the Engineer, Contractor shall haul contaminated or debris- impacted materials to a permitted treatment facility consistent with state and local requirements. The method of treatment shall be approved by the Engineer and be in accordance with the approved project-specific cleanup goals. Contractor shall complete all necessary permits and applications for the treatment facility. Contractor shall certify to the Engineer within 30 days of completion of soil treatment that the soil has been treated/disposed as approved by the Engineer. Contractor shall provide copies of all treatment facility applications, permits, approvals and disposal manifests to the City and Engineer. Handling, stockpiling and disposal of contaminated and debris-impacted materials shall be considered Unclassified Work. The City shall compensate the Contractor for such Unclassified Work, as specified by the Engineer, at a rate of the actual cost, plus 10 percent (10%). Contractor shall submit detailed records of the actual cost incurred for such removal, stockpiling and disposal. Contractor shall separate contaminated and debris-impacted materials from non- contaminated soil to the extent deemed practical by the Engineer. Unclassified Work for this section shall be limited to work over and above the costs Contractor would have experienced to excavate and remove the soils per the Contract. 32. WATER USE ON PROJECT (2130): Project related water use for compaction, dust control, sod, and landscaping shall be considered incidental. Should the 289 SC-23 Engineer deem that additional water must be used on the Project; Contractor shall provide the water within two (2) hours of notification by the Engineer. Contractor will not be charged for any project related water use. However, to receive permission to take water from hydrants, Contractor shall be required to obtain a meter from the City Utilities Maintenance Department (763.593.3962). The meter requires a one thousand eight hundred dollar ($1,800.00) deposit, which will be refunded when Contractor returns the meter in good condition. Contractor shall identify specific hydrants he/she wishes to take water from during construction and obtain approval from the Engineer. Only hydrants approved by the Engineer will be available for use by Contractor. 33. AGGREGATE BASE (2211): The Class 5 Aggregate Base shall be constructed in accordance with the Provisions of Section 2211 of MnDOT Specifications. The aggregate base shall be compacted in accordance with MnDOT Specification 2211.3C1, Specified Density Method. Imported material will be measured on a per ton installed basis, based on weight tickets from a certified scale. Contractor may use Class 5 Recycled Aggregate on this Project. If recycled aggregate is used, Contractor shall be responsible for providing testing certification for all recycled aggregate used. Contractor shall provide documentation of product source and certification that recycled aggregate meets all requirements for Class 5 (MnDOT Specification), including the percent crushing. Testing documentation shall be performed by a testing agency approved by the City. The rate of testing shall be as follows: The first test shall be performed before use on the Project, and thereafter one test every 2,000 tons used. 34. IMPORTED TEMPORARY STABILIZATION (3” MINUS LIMESTONE) (2211): The Imported Temporary Stabilization (3” Minus Limestone) shall be constructed in accordance with the Provisions of Section 2211 of MnDOT Specifications. The aggregate material shall be compacted in accordance with MnDOT Specification 2211.3D.2.b, Quality Compaction Method. Includes furnishing, placing and compacting aggregate for temporary access during construction, and excavating, hauling/disposal off-site once street subcutting begins. Imported material will be measured on a per ton installed basis, based on weight tickets from a certified scale. The material shall consist of crushed limestone or recycled concrete but not bituminous asphalt and shall meet the gradation as shown in the table below. Contractor shall provide product source and certification that supplied material meets gradation requirements below. Sieve Percent Passing (%) 3-inch 100 2-inch 90-60 290 SC-24 Sieve Percent Passing (%) 1-inch 80-45 ¾-inch 55-30 #200 3-12 35. MILL BITUMINOUS SURFACE (2232): This work shall consist of removing the existing pavement by cold milling in accordance with the provisions of MnDOT 2232 and the following: The unit price bid, per square yard, to Mill Bituminous Surface shall be considered compensation in full to mill the existing pavement, to a depth indicated on the Plans and as directed by Engineer. This section applies only to partial depth milling on Valders Court, as indicated on the Plans, and does not include areas designated as Salvage Bituminous Pavement, as indicated on the Plans or directed by Engineer. Contractor shall dispose of the millings off the Project area at no additional cost in accordance with all applicable rules and regulations. 36. DRILL AND GROUT REINFORCEMENT BAR (EPOXY COATED) (2301): This work shall consist of drilling, grouting, and inserting No. 4x12 inch long epoxy coated reinforcement bars in accordance with the provisions of MnDOT 2301 and the following: Measurement will be by the number of epoxy coated reinforcement bars that are furnished, installed, and grouted in place as specified. Payment will be under Item 2301.602 (Drill and Grout Reinforcement Bar (Epoxy Coated)) at the Contract bid price per each, which shall be payment in full for all work included under this section. 37. JOINT ADHESIVE (MASTIC) (2331): This shall consist of furnishing and placing Joint Adhesive (Mastic) as specified in accordance with the following: This work is the application of a hot-applied modified asphalt used as an adhesive on a cold longitudinal construction joint for hot mix asphalt (HMA) pavements. The material shall be applied to the face of the concrete gutter pan immediately before the bituminous wear course is installed. The engineer shall determine if this item is to be installed prior to paving the wear course. If the engineer directs the Contractor that the joint adhesive is not to be installed, the contractor will not be paid for this item. Provide joint adhesive as specified in Table 1. 291 SC-25 Table 1. Joint Adhesive Specifications TEST SPECIFICATION Brookfield Viscosity, 204°C [400°F] ASTM D 3236 4,000-10,000 cp Cone Penetration, 25°C [77°F] ASTM D 5329 60-100 mm Flow, 60° [140°F] ASTM D 5329 5 mm maximum Resilience, 25°C, [77°F] ASTM D 5329 30% minimum Ductility, 25°C, [77°F] ASTM D 113 30 cm minimum Ductility, 4°C, [39.2°F] ASTM D 113 30 cm minimum Tensile Adhesion, 25°C, [77°F] ASTM D 5329 500% minimum Softening Point STM D 36 77°C [170°F] min. Asphalt Compatibility ASTM D 5329 Pass Apply joint adhesive ONLY when the pavement surface temperature is 10°Celsius [50°Fahrenheit] and rising or as directed by engineer. Use a jacketed double boiler type melting unit, with both agitation and recirculation systems. Provide a pressure feed wand application system. If necessary, use a hot air lance with propane and compressed air in combination, capable of heating air at the exit orifice to 982°C [1800°F] and a discharge velocity of 914 m/sec [3000 feet per second]. Submit a copy of the manufacturer’s recommendations for heating and re-heating material, and for applying the joint adhesive material. Do not remove the joint adhesive from the package until immediately before it is placed in the melter. Use clearly marked boxes with the name of the manufacturer, the trade name of the adhesive, the manufacturer’s batch and lot number, the application/pour temperature, and the safe heating temperature. Feed additional material into the melter at a rate equal to the rate of material used. Furnish a production data sheet for each melter on the Project. Include the manufacturer’s melting/heating rate in pounds per hour to application/pour temperature. Also include the conditions under which the rate of melting/heating sealant to application/pouring temperature was determined. Provide automatic thermostatic controls and temperature gauges to monitor the temperature of heat transfer oil in the kettle jacket. No payment will be made for material placed in excess of 110 percent of the melter’s capacity, based on the manufacturer’s melting rating and the actual number of hours worked. Furnish, for City’s use, an infrared temperature-measuring gun accurate to 1°C at 204°Celsius [1°Fahrenheit at 400°F]. Check the pouring temperature of the adhesive, at least once per hour, at the point of discharge. Stop production if the adhesive falls below the recommended application/pour temperature. If the adhesive temperature at the point of discharge exceeds the maximum safe heating temperature, empty the melter and dispose of the adhesive in an environmentally safe method. No payment will be made for this material or its disposal. 292 SC-26 Do not mix different manufacturer’s brands or different types of adhesives. The joint face must be clean and dry. If necessary, use a heat lance. Apply the joint adhesive material over the entire face of the top lift, cold longitudinal edge of a HMA pavement where and adjacent HMA pavement will be constructed. Apply a band approximately 3 mm [1/8”] thick. The use of an application shoe attached to the end of application wand is recommended. Do not overlap the joint by greater than 12.5 mm [1/2”] at the top of the joint and 50 mm [2”] at the bottom of the joint. Apply the joint adhesive, at the point of discharge, above the recommended pour temperature of 193°Celsius [380°Fahrenheit] and below the safe heating temperature of 210°Celsius [410°Fahrenheit]. Apply the joint adhesive immediately in front of the paving operation. If the adhesive is tracked by construction vehicles, repair the damaged area and restrict traffic from driving on the adhesive. Contractor is responsible for all the quality control (QC) sampling and testing. Provide material certification and quality control test results for each batch of adhesive used on the Project. The adhesive must meet all requirements in Table 1. Provide 2 sample boxes for each lot of adhesive used on the Project, for field sampling. Each sample box shall hold 2.3 kg [5 pounds] of adhesive. Provide Teflon or Silicone-lined boxes. The Engineer is responsible for all quality assurance (QA) sampling and testing. Acceptance of the adhesive material is based on certification and quality control results, provided by Contractor, that adhesive meets the requirements in Table 1. Use field samples to verify that the delivered adhesive meets the requirements. Take a sample, on the first day of production, from the application wand, during the first 20 minutes of placing adhesive from each melter on the Project. Each sample shall consist of two, Teflon/Silicone lined boxes each containing 2.3 kg [5 pounds] of adhesive. Label the two sample boxes with the: Project number, date, time, location, adhesive temperature, manufacturer, and lot number. Number each box one of two, or two of two. Take one sample for each lot of adhesive used on the Project. City may conduct additional sampling and testing. If a field sample fails to meet any of the requirements in Table 1, the Work completed with the material from the lot that the field sample represents, shall be subject to a reduction in the Contract unit price equal to ten percent for each failing property. Joint Adhesive shall be measured by the linear foot. Payment for the accepted quantity of joint adhesive at the Contract Price of measure will be compensation in full for all costs of furnishing and applying the material as specified. 293 SC-27 38. PLANT MIXED BITUMINOUS MIXTURES (2360): All bituminous mixtures shall be in conformance with MnDOT Specification 2360, except as modified or supplemented herein. Bituminous mixtures to be used on this Project shall be Superpave mixtures as shown below. Refer to Plans for locations of each mix type. 1. Wearing Course: Type SP 9.5 Wearing Course Mix (2,C) 2. Non-Wearing Course: Type SP 12.5 Non-Wearing Course (2,C) 3. Bituminous Mixture for Driveways & Trails: Type SP 9.5 Wearing Course Mix (2,C) Contractor shall submit Q/C testing for Class B aggregates included in mix designs based on the following schedule: 1. For every 5,000 tons of bituminous mixture placed on the Project, or for mix placed 30 days after the previous submittal, perform and submit the following Q/C testing from Class B stockpile: a. Soundness Testing (ASTM C 88) b. Loss by Abrasion and Impact (ASTM C 131) In addition, it shall be Contractor’s obligation to ensure the top surface is closed to the satisfaction of the Engineer. The use of coarse mixtures that do not close to the Engineer’s satisfaction shall not be permitted. Compaction shall be obtained in accordance with MnDOT Specification 2360.3.D.2, Ordinary Compaction. Contractor shall have a certified person, approved by the City, with calibrated nuclear testing equipment to verify roll patterns achieve maximum density. Design of all mixtures used on this Project shall be approved by MnDOT, and mix certification documentation of such shall be provided to the Engineer at least two weeks prior to placement. The unit price bid for Bituminous Mixtures for Base and Wearing courses shall be considered compensation in full to furnish and place the asphalt in accordance with MnDOT Specification 2360, the Plans and the Engineer except that no incentives shall be included in the payment. Disincentives in accordance with the Specification shall apply. Bituminous tack coat shall be CSS-1 or CSS-1h. For bituminous driveways that residents elect to have replaced in conjunction with this project, the unit prices bid for common excavation, aggregate base and bituminous driveway mixture shall be considered compensation in full to perform 294 SC-28 such extra work as directed by the Engineer. No claims for extra compensation will be considered. Contractor shall not be allowed to negotiate prices based on an increase or decrease in quantities as a result of the driveway reconstruction program. All bituminous used in construction of driveways completely replaced shall be placed with a paver. It shall be the obligation of Contractor to ensure all driveways are installed with proper drainage. Failure to place the pavement with proper drainage shall be cause for replacement. If Contractor deems that there is not sufficient grade to ensure drainage, he shall notify the Engineer before placement of the new aggregate base, and cooperate with the Engineer in seeking the best alternative for replacement. In all cases, the pavement must slope away from existing structures, and whenever possible, slope to the street. Driveway pavements shall be placed in two lifts unless Contractor can demonstrate to the Engineer that satisfactory results may be obtained with one lift. The quality of workmanship of the pavement installed in this manner shall be determined by the Engineer. All asphalt driveways shall be completed within two weeks from the start of the curb placement. Failure to complete the Work in accordance with this requirement may result in the City withholding all monies due until the Work is completed. Any structural or surface defect of the driveway pavement which develops during the one-year warranty period described in the General Conditions of these Specifications, including, but not limited to, cracking, roller marks, settlement or heaving, or open surface condition, shall be cause for rejection and replacement of the entire driveway at Contractor’s expense. Determination of defective materials to be replaced shall be solely made by the Engineer. The unit price bid for each mixture shall be compensation in full to place and warrant such mixture as specified. All turf restoration and casting adjustments, including sealing and grouting, must be complete before the wearing course on the street may be placed. 39. PIPE BEDDING (2451): This shall consist of furnishing and placing bedding material as specified in accordance with the provisions of MnDOT 2451 and 3149, the plan details for utility construction, and the following: Select Granular Material (MnDOT 3149.2B) shall be used for bedding material, and pipe foundation for water main. Granular bedding used for water main shall be measured and paid for by the ton of granular material furnished and placed. Any necessary excavation for pipe bedding and any disposal of excess material related to pipe bedding shall be considered incidental for which no additional compensation shall be considered. 295 SC-29 40. CRUSHED ROCK FOR STABILIZATION (2451): Work shall consist of furnishing and placing crushed rock pipe foundation material. The crushed rock shall meet the gradation requirements set forth under MnDOT 3149.2G.2. The crushed rock shall only be used for pipe foundation or manhole foundation, or as directed by the Engineer. In no case will there be compensation allowed for crushed rock used for the purpose of dewatering. Geotextile fabric shall be measured and paid for separately. Measurement will be made by the weight of crushed rock material furnished and placed as specified. Payment will be made under Item 2451.507, Crushed Rock for Stabilization, at the contract bid price per ton, which shall be payment in full for all costs incidental thereto including, but not limited to, excavation of unstable soils to place the rock as specified. In no case will there be additional compensation allowed for removal and disposal of the material necessary to place the crushed rock as specified. 41. COARSE FILTER AGGREGATE (2451): The unit price bid per ton for Coarse Filter Aggregate shall be considered compensation in full for all equipment, material and labor to place crushed rock meeting the requirements of MnDOT Specification 3149.2H around the perforated pipe to provide subgrade drainage, in conformance with the detail in the Plans and as directed by the Engineer. 42. PIPE SEWERS (2503): Pipe Sewers shall be constructed in accordance with the provisions of MnDOT 2503, and the most recent version of the Standard Utilities Specifications for Sanitary Sewer and Storm Sewer Installation, as prepared by CEAM, except as modified below. All joints in the reinforced concrete pipe (RCP) shall be sealed with preformed rubber gasket type seals, in accordance with the most current version of MnDOT Standard Plate 3006. No construction joints are allowed for sanitary or storm sewer pipe connections. The connection to existing sanitary sewer or storm sewer pipe item shall be to the nearest joint. No concrete collars allowed unless otherwise approved in writing by the Engineer. Contractor shall be responsible for providing all dewatering by such means as will preserve the structural stability of the trench bottom and sides and provide a dry trench for the installation of the pipe and appurtenant structures. All such dewatering, per the Engineer’s approval, shall be considered incidental to the pipe and appurtenant structures for which no direct compensation will be made. Contractor shall be responsible for flow control and bypass pumping, as necessary, to complete sanitary sewer construction. These tasks shall be considered incidental to pipe installation for which no direct compensation will be made. 296 SC-30 The unit price bid per linear foot for each size perforated and/or solid walled Polyvinyl Chloride Pipe (PVC) drain pipe shall be considered compensation in full for all materials, equipment and labor to construct the subgrade and sump drain system in accordance with MnDOT Specification 2503, CEAM Specifications and in conformance with the Plans. It shall also include installation of a green with brown striped #12 solid copper tracer wire in accordance with the details in the Plans. The PVC pipe shall also include installation of PVC wyes and all other fittings, including bends and caps. The perforated PVC pipe shall include a geotextile sock meeting MnDOT Specification 3733. The above items shall be considered incidental. Cleanouts as shown on the Plans shall be paid for separately. The unit price bid for each size of sanitary PVC pipe shall include materials, equipment and labor necessary to install sanitary sewer and/or sanitary service. The pipe shall include the installation of a green with brown striped #12 solid copper tracer wire in accordance with the details in the plans. It shall also include the installation of PVC fittings including bends and caps. PVC wyes used for sanitary sewer as shown on the plans will be paid for separately. Cleanouts as shown on the plans shall also be paid for separately. The unit price bid for each size sanitary and storm Cleanout Assembly shall be considered compensation in full to construct a cleanout in accordance with the detail in the Plans and as directed by the Engineer on either the perforated drain pipe, or the laterals that are provided for connecting to sanitary service or private drain pipes. The unit price shall include, but not be limited to, the wye, bends, steel post, a green with brown striped #12 Solid Copper tracer wire in accordance with the detail in the Plans and vertical pipe extending to the surface. The storm and sanitary cleanouts shall be constructed with SDR 35 PVC and SDR 26 PVC, respectively. The unit bid price for each size cleanout assembly does not include the casting assembly. The cleanout casting assembly (McDonald 74M “A” Series) as shown in the detail shall be paid for separately. Pipe materials specific to water main and sanitary sewer construction shall be in accordance with CEAM specifications. The unit price bid to Connect to Existing Storm Sewer Pipe, Connect to Existing Drainage Structure, Connect to Existing Structure (Sanitary), and Connect to Existing Sanitary Sewer Service shall be considered compensation in full for all materials, equipment and labor to connect to an existing pipe sewer line in accordance with the Plans, and as directed by the Engineer. This includes, but not limited to, excavating, cutting the existing pipe, and securing the connection with a collar, sleeve, or adapter as required. Excavation and backfill in accordance with MnDOT 2503 shall be considered incidental for pipe sewer installation, including pipe sewers to be supported on helical piles. 297 SC-31 Contractor shall supply an OSHA-approved trench box to minimize damage to adjoining landscaping due to installation of pipes and appurtenant structures. All extra costs to provide the box and install the sewer or water shall be considered incidental for which no extra compensation shall be considered. 43. WATER MAIN CONSTRUCTION (2504): Water mains shall be constructed in accordance with the most recent version of the Standard Utilities Specifications for Water main and Service Line Installation, as prepared by CEAM, except as modified below. Water mains and appurtenances will be replaced or relocated on this Project as shown on the Plans. Contractor shall be paid for acceptably completed work at the unit prices bid for water main and appurtenant items. No claims for extra compensation above the unit prices shall be considered due to the random location for repairs or relocations, or for over-burying of proposed water mains as shown in the Plans or as directed by Engineer. Polyvinyl chloride (PVC) pressure pipe and fittings shall be used for water main construction on this project, unless otherwise noted. The CEAM Standard Specifications for Section 2611, “Watermain and Service Line” installation shall govern for this work. The service line material shall be SIDR 7 Polyethylene Pipe (PE) with compression brass fittings. Furnishing and installing tracer wire shall be incidental to the PVC pipe and PE service lines. It shall be Contractor’s obligation to take precautions when exposing the existing water mains to prevent damage to them. If Contractor fails to take the necessary precautions, all costs to repair damage to the existing water main shall be borne by Contractor. If, in the Engineer’s opinion, Contractor has taken the necessary precautions and damage occurs, the City will be responsible for the cost of such repairs. All water main flushing shall be performed by City staff, and requires a minimum 48-hour advance notice. Contractor shall supply an OSHA-approved trench box to minimize damage to adjoining landscaping due to installation of pipes and appurtenant structures. All extra costs to provide the box and install the sewer or water (including any necessary excavation for pipe bedding and disposal of excess material related to pipe bedding and/or replacement backfill) shall be considered incidental for which no additional compensation shall be considered. 44. CORPORATION STOPS (2504): The unit price bid for each size corporation stop shall be considered compensation in full for all equipment, materials and labor to furnish and install each stop complete in-place. The unit price bid for each size corporation stop shall be considered compensation in full for all materials, equipment and labor to wet tap and install 298 SC-32 the corporation complete in-place. Corporation stop shall be A.Y. McDonald (74701B-33), or approved equal. The stainless steel insert (A.Y. McDonald - 6136) furnished and installed at the corporation stop at each proposed service location shall be considered incidental. The service saddle will be paid for separately. 45. CURB STOP AND BOX (2504): The unit price bid for each Curb Stop and Box shall be considered compensation in full for all equipment, materials and labor to furnish and install complete, in-place as directed by the Engineer. Curb stops shall be A.Y. McDonald (76104-33) with A.Y. McDonald Series 5622 8 Curb Box complete with 5623LTW Lid, or approved equal. Includes furnishing and installing SnakePit® Access point tracer wire box provided with SnakePit Bracket- refer to Plan detail and detail in Appendix F. Connection to the existing service shall be incidental. The stainless steel insert (A.Y. McDonald – 6136) furnished and installed at each proposed curb stop shall be considered incidental. 46. WATER SERVICE PIPE (2504): The unit price bid for each size SIDR 7 Polyethylene Pipe (PE) used for water services shall be considered compensation in full to construct the services complete, in-place in accordance with the Plans, and as directed by the Engineer. If Contractor has more than one water service excavation open at a time, they cannot be on the same street where the excavation would block traffic. 47. SERVICE SADDLE: The unit price bid for each service saddle installed at proposed service line locations shall be considered compensation in full for all equipment, materials, and labor to furnish and install complete-in-place. Service saddles shall be stainless steel (Smith-Blair 372 or equal). 48. TEMPORARY WATER SYSTEM: The lump sum unit price bid for Temporary Water System shall be considered compensation in full, including but not limited to piping, fittings, disinfection, testing and demolition, to provide a temporary water delivery system approved by the Engineer. The water main installation and temporary water distribution shall be completed in a manner so fire protection can be maintained. Contractor shall submit a phasing plan to the City. In addition, Contractor shall submit to the Engineer for review and approval, a plan detailing how water will be provided, pipes disinfected and tested, and removed for the affected residents. The plan must be designed to minimize pressure and flow losses from the existing supply condition. The temporary water installation plans shall be submitted to the City two weeks prior to the start of water main installation. All water main flushing shall be performed by City staff, and requires a minimum 48-hour advance notice. The Engineer will cooperate with Contractor to determine the best method for providing the Work. 49. FURNISH AND INSTALL HYDRANT (2504): The unit price bid shall be considered compensation in full to furnish and install each hydrant in accordance with CEAM Specifications and the detail in the Plans. The unit price bid shall also include, but not be limited to, drain rock, plastic wrap, pipe restraints, disinfection and testing to complete the installation in complete conformance with such specifications and the Plan detail. Contractor shall be required to restrain 299 SC-33 all hydrant fittings beginning from the main. Each hydrant shall have a 6-inch auxiliary gate valve & box. The 6-inch auxiliary gate valve & box and 6-inch PVC (C-900) hydrant lead shall be paid for separately under their respective bid items. For hydrant replacements connecting to an existing water main, the connection from the new hydrant lead to the existing main shall be considered incidental to the Furnish & Install Hydrant (2504) item. 50. FIRE HYDRANT MARKERS (2504): The unit price bid for each Fire Hydrant Marker shall be considered compensation in full for all equipment, materials and labor to furnish and install complete, in-place as directed by the Engineer. Hydrant Marker shall be EZ See Hydrant Markers (72610 W-R 10501) with reflective tape (65’ overall length), or approved equal, and installed in accordance with the manufacturer’s instructions or as directed by the Engineer. 51. CONNECT TO EXISTING WATER MAIN (2504): The unit price for Connect to Existing Water Main shall be compensation in full, but not limited to, locating, excavating, draining down and cutting into the existing pipe. Sleeves, fittings and pipe required to make the connection will be paid for at their respective unit prices. 52. ADJUST GATE VALVE BOX (2504): Contractor shall be required to adjust all gate valve boxes as directed by the Engineer. The unit price bid for each gate valve box adjustment shall be considered compensation in full for all equipment, materials, and labor including, but not limited to bituminous patching mixture, to set the valve box as directed by the Engineer. All valves within the roadway shall be set to 1/4-inch below the elevation of the finished pavement surface. Valve elevations shall be verified by Contractor within 24 hours prior to wear course paving. 53. GATE VALVE AND BOX (2504): The unit price bid for each size gate valve shall be considered compensation in full to install the auxiliary and/or mainline valve complete in-place in accordance with the detail in the Plans and the following requirements. All gate valves shall be iron body, resilient wedge, in accordance with AWWA C509, non-rising stem with O-ring packing with a working pressure of 150 psi. They must open counterclockwise and be equipped with mechanical joints and 2-inch square, corrosion-resistant stainless steel operating nuts. They shall also be fusion-bonded, epoxy-coated and equipped with stainless steel bolts, Type 304, alloy group 1, CW condition meeting the requirements of ASTM F594 to provide corrosion protection. All valves shall be installed with size G Tyler #6860 boxes, #6 round base and a drop lid having the word “WATER” cast thereon. All valves, including but not limited to, auxiliary valves shall also be installed with Power Seal™ Model 5000 valve box aligners, or approved equal, to ensure the valve operating nut remains centered in the valve box. The boxes shall be capable of extending a minimum of one-foot upward from their initial installed position. 300 SC-34 All valves within the roadway shall be set to 1/4-inch below the elevation of the finished pavement surface. Valve elevations shall be verified by the Contractor within 24 hours prior to wear course paving. 54. DUCTILE IRON FITTINGS (2504): The unit price bid per pound for Ductile Iron Fittings shall be considered payment in full to install all such fittings complete in- place in accordance with the Specifications. It shall also include, but not be limited to, all megalug glands, rods or other restraining devices or corrosion inhibitors the Engineer deems necessary to restrain or protect such fittings/restraints. All bolts and nuts used in the construction of water mains on this project shall be stainless steel or “Core Blue.” Contractor shall be required to restrain 6-inch and 8-inch fittings a minimum of 20 feet from all such fittings; 12-inch fittings shall be restrained a minimum of 40 feet from all such fittings. All fittings on the hydrant lead shall be restrained back to the tee fitting on the main. Ductile Iron Fittings shall meet the following requirements:  ANSI/AWWA C153/A21.53, “American National Standard for Ductile Iron Compact Fittings, 3-inch through 24-inch, and 54-inch through 64-inch for Water Service,”  ANSI/AWWA C111/A21.11, “American National Standard for Rubber Gasket Joints for Ductile Iron Pressure Pipe and Fittings,”  ANSI/AWWA C116/A21.16, “American National Standard for Protective Fusion Bonded Epoxy Coatings for the Interior and Exterior Surfaces of Ductile Iron and Gray Iron Fittings for Water Supply Service.” Ductile Iron Fittings shall be measured by the pound, in accordance with the published American National Standard. Joint accessories or restraint shall not be considered in the weight. 55. 4” POLYSTYRENE INSULATION (2504): The unit price bid per square yard for 4” Polystyrene Insulation shall be considered compensation in full to insulate water mains and sewers from freezing. It shall include all equipment, materials and labor to place 4-inch thick high-density polystyrene Styrofoam insulation as directed by the Engineer over the top of the pipe to be protected. 56. MANHOLES AND CATCH BASINS (2506): All Manholes and Catch Basins shall be constructed in accordance with the Provisions of Section 2506 of MnDOT Specifications, except as modified herein. The use of a manhole debris catcher equal or equivalent to that provided by Grappler Specialty Products (www.grapplerusa.com) must be used when constructing, adjusting or reconstructing drainage structures on this project. The intent is to catch falling debris such as mortar, soil, etc. All costs related to providing and use of such product shall be considered incidental to such construction, adjustment or reconstruction of structures. 301 SC-35 The unit price bid for each type of sanitary or storm structure shall be considered compensation in full to construct each manhole, median/yard drain or catch basin complete, in-place in conformance with the Plans, excluding the casting assembly. Casting, rings and casting adjustment to final elevation shall be paid for under the F&I Casting Assembly (2506) item for each type of casting. Design K Drainage Structures shall be constructed in accordance with MnDOT Specification 2506, with the details on the Plans and as directed by the Engineer. Design 4020 Drainage Structures shall be constructed in accordance with MnDOT Specification 2506, MnDOT Standard Plates, the Plans, and as directed by the Engineer. All storm sewer structures that will have castings in the proposed curb and gutter shall be furnished with Neenah Casting Assembly R-3067-L, or approved equal. All other storm sewer castings shall be Neenah Casting Assembly R-1733 or Neenah Casting Assembly R-4342 for Median/Yard Drains, or approved equal. Drainage Structures Design 4020 which have the casting assembly R-3067-L designated, shall be constructed with a 24” x 36” opening on the top slab to match the dimension of the casting. The unit price bid to Connect to Existing Drainage Structure and Connect to Existing Structure (Sanitary) shall be considered compensation in full, including but not limited to, excavating, breaking into the existing structure, repairing unused holes in the structure and repairing or modifying the existing invert to match new pipe locations, as directed by the Engineer. Connect to Existing Drainage Structure shall be measured and paid for by the number of new pipes connected to the existing structure. No payment will be made for connection of pipes to new structures constructed under this project. 57. FURNISH AND INSTALL MANHOLE BAFFLE: The unit price bid per square foot to furnish and install Manhole Baffle shall be considered compensation in full for all materials, equipment and labor to install a SAFL Baffle, The Preserver (Momentum Environmental) or approved equal, into each size Design 4020 Drainage Structure complete, in-place as specified in the plans, in accordance with the manufacturer’s recommendations and as directed by the Engineer. Measurement for payment will be made by surface area of the installed baffle, with the width being the diameter of the sump manhole being fitted, and the height being the vertical height of the panel or panels installed. A supplier of the SAFL Baffle is Upstream Technologies, Chanhassen, Minnesota, telephone: 651.295.3369. A supplier of The Preserver is Brock White Company, St. Paul, Minnesota, telephone: 651.647.0950. Requests for products to be accepted as approved equal must be submitted to the Engineer a minimum of two weeks prior to the bid opening. Detailed product information must be submitted showing the approved equal condition (efficiency test results, material specifications, etc.). Approved equal products will be 302 SC-36 provided to plan holders by addendum prior to the bid opening. Requests for approved equal materials that have not been submitted in accordance with the above will not be considered for use on this project. Contractor shall install the baffle at the elevation shown on the plans, with a vertical tolerance of +/- 0.5 inches. The baffle must also be installed at the horizontal midpoint of the sump, perpendicular to the inlet pipe. The top and bottom rails of the baffle must be level, with no tolerance on levelness. Upon completion of installation, baffle panels may overlap as much as 2 inches, or the edges of adjacent panels may touch one another without overlapping. However, no gap is allowed between baffle panels. SAFL Baffle Materials – 1. Baffle Panels a. Stainless steel shall be Type 304. b. Stainless steel shall have a minimum yield strength of 31,000 pounds per square inch (psi). c. Modular baffle panels shall be manufactured to allow insertion through the City’s standard storm sewer castings. d. Minimum panel height of 33, 44, or 54 inches as determined by inlet size (see Plans). e. Minimum panel thickness shall be 1/8 inch. 2. Frame a. Shall consist of 1” x 1” square stainless steel tube with 1/8” thick walls. b. Connector on top and bottom frame rails shall consist of a solid square stainless steel bar measuring 7/8” by 7/8” in cross section. 3. Anchor Bolts a. Must be 3/8” Diameter. b. Must have a mechanism, approved by the Engineer, that expands against the sides of a hole drilled in the concrete structure wall, to secure the bolt. c. Minimum pullout strength of each anchor shall be 2,200 pounds and minimum shear strength shall be 2,500 pounds. 4. Screws and Bolts a. Must conform to MnDOT 3319.2E. The Preserver (Momentum Environmental) 1. Construct Structural Pollution Control Devices (SPCDs): The storm sewer system designed for this project includes SPCDs. These structures shall be commercially available products that are fabricated and constructed in accordance with the applicable provisions for manholes and catch basins as defined in these project Specifications, the manufacturer’s recommendations, and the following: a. Materials Requirements: i. Connections shall be watertight, either via elastomeric seals or cemented by the Contractor using non-shrink grout. 303 SC-37 ii. Internal components and hardware shall be made of non-corroding material only – stainless steel, aluminum, reinforced concrete, fiberglass, or copolymer plastic. iii. Castings shall be vented and meet local government unit’s requirements. iv. The structures and castings shall be rated for HS-20 loading. b. Project Performance Requirements: i. All units must: (a) Be non-mechanical and flow driven, requiring no external power. (b) Not block/clog or have a reduction of treatment capacity during normal operation. (c) Be configured to minimize the potential for scour and resuspension of materials during high flows. (d) Be designed to not allow trapped pollutants to be released during temporary backwater conditions. (e) Be designed and constructed such that it can be inspected and maintained from the surface without requiring entry into the structure. (f) Have a storage sump sized so that it is capable of storing a volume of material that would allow the SPCD to be fully functional if cleaned only one time per year at equal intervals. (g) Not exceed a total build depth (rim to sump) of 20’ for purposes of maintenance. 58. FURNISH AND INSTALL CASTING ASSEMBLY (2506): The unit price bid for each casting assembly shall be considered compensation in full for all equipment, materials and labor to furnish and install the specified casting in accordance with MnDOT Specification 2506, including but not limited to setting the casting to the correct height and sealing the casting and rings in accordance with the detail, casting adjustment specification and as directed by the engineer. Adjusting frame and ring casting will not be measured separately for any structures receiving a new casting assembly. See Plans for schedule of castings assemblies. Contractor shall adjust all castings within the roadway to 1/4-inch below the finished pavement surface within 48 hours after the base course paving is complete. 59. FURNISH AND INSTALL CASTING FRAME (NEENAH R-1733 AND R-1733-1 FRAME) (2506): The unit price bid for each casting frame assembly shall be considered compensation in full for all equipment, materials and labor to furnish and install the specified casting frame in accordance with MnDOT Specification 2506, including but not limited to setting the casting to the correct height and sealing the casting and rings in accordance with the detail, casting adjustment specification and as directed by the engineer. Adjusting frame and ring casting will not be measured separately for any structures receiving a new casting frame assembly. 304 SC-38 Contractor shall adjust all castings within the roadway to 1/4-inch below the finished pavement surface within 48 hours after the base course paving is complete. 60. INSTALL SALVAGED COVER (2506): The unit price bid for installing each salvaged sanitary manhole cover shall be considered compensation in full for all equipment, materials and labor to install each salvaged cover onto a new casting frame (paid for under separate bid item) at locations shown in the Plans or as directed by the Engineer. 61. RECONSTRUCT MANHOLE STRUCTURE (2506): The unit price bid per linear foot shall be considered compensation in full to reconstruct manhole structures so designated in accordance with MnDOT Specification 2506. The unit price bid shall include salvaging existing top slab, removal of existing cone and/or barrel sections, furnishing and installing 42-inch (or other diameter barrel sections as existing structure diameters dictate) diameter barrel sections, sealing new barrel joints, reinstalling salvaged top slab, setting and adjusting the casting to its final elevation and sealing rings in accordance with the Adjust Frame & Ring Casting (2506) of these Specifications. Adjustment rings shall be the same diameter as top slab opening. Contractor will be required to field verify structure diameter on all manholes to be reconstructed prior to performing the work. Contractor will also be required to furnish and install any needed barrel sections to complete the manhole reconstruction. Each new barrel joint shall be sealed with Infi-Shield™ 6” external rubber seal wrap as manufactured by Sealing Systems Inc. or submit for “As-Equal” two (2) weeks prior to bid opening. A supplier for Infi-Shield™ is Ess Brothers and Sons, Inc., Loretto, Minnesota. Measurement shall be made from the lowest point of the barrel section actually reconstructed to the bottom of the finished casting elevation. The use of a manhole debris catcher equal or equivalent to that provided by Grappler Specialty Products (www.grapplerusa.com) must be used when constructing, adjusting or reconstructing sanitary and storm manholes on this project. The intent is to catch falling debris such as mortar, soil, etc. All costs related to providing and use of such product shall be considered incidental to such construction, adjustment or reconstruction of structures. 62. CONSTRUCT BULKHEAD (2506): The unit price bid for each interior structure repair shall be considered compensation in full to bulkhead/patch each existing pipe opening as directed by the Engineer. The unit price bid shall include all labor, materials and incidentals to complete the work at locations where pipes will be abandoned adjacent to existing structures, or as directed by the Engineer. 305 SC-39 63. ADJUST FRAME & RING CASTING (2506): The unit price bid for adjusting each frame and ring casting shall be considered compensation in full including, but not limited to, furnishing new adjusting rings, sealing the rings and casting, bituminous patching, sawing necessary to raise the castings and setting them to the elevation designated by the Engineer, and in accordance with the detail. This applies to existing structures only, which are not receiving a new casting. Compensation for adjusting, sawing, patching and sealing rings and castings on structures constructed, reconstructed or furnished and installed under this Contract shall be included in the unit price bid for such construction or reconstruction. Adjustment rings shall be the same diameter as top slab opening. Contractor shall adjust all castings within the roadway to 1/4-inch below the finished pavement surface within 48 hours after the base course paving is complete. The use of a manhole debris catcher equal or equivalent to that provided by Grappler Specialty Products (www.grapplerusa.com) must be used when constructing, adjusting or reconstructing sanitary and storm manholes on this project. The intent is to catch falling debris such as mortar, soil, etc. All costs related to providing and use of such product shall be considered incidental to such construction, adjustment or reconstruction of structures. 64. WALKS (2521): The unit price bid for each thickness of concrete walk shall be considered compensation in full to construct the walk in accordance with MnDOT Specification 2521, these Specifications and to the full satisfaction of the Engineer. A. Excavation and Embankment (2106): The excavation and embankment shall be constructed in accordance with the provisions of Section 2106, except as modified herein. At locations where fill is required to construct the walk, Contractor shall utilize select granular borrow at the unit price bid per ton and compact the fill material using the “Ordinary Compaction Method”. B. Concrete Pedestrian Ramp (2521): All concrete pedestrian ramps shall be constructed in accordance with the Provisions of MnDOT 2521, except as modified herein. At locations where pedestrian curb ramps are to be constructed or reconstructed, removal and disposal of the in-place concrete walk, concrete curb and gutter and any sawing that may be required shall be paid for at the unit price bid for the respective bid item. The pedestrian curb ramps shall be constructed in accordance with the details in the Plans. The truncated dome panels shall be “Detectable Warning Plates”, Model #R4984 (cast iron with no powder coated finish), as manufactured by Neenah Foundry Company, telephone: 800.558.5075, Tuf Tile ADA detectable warning products, telephone: 888.960.8897, or an approved equal. The unit price bid for Truncated Domes shall be 306 SC-40 measured by the square foot, and shall be considered compensation in full to install them as directed by the Engineer. The concrete walk into which the panels are placed shall be measured by actual square foot area placed and paid for under item 6-inch Concrete Walk unless otherwise noted in the plans. The concrete to be used for hand-placed flatwork shall be placed in accordance with the provisions of MnDOT Specification 2521, and these Specifications. However, Contractor may, with the Engineer’s approval, modify the concrete mixture to reduce the possibility of defects. However, the unit price bid for concrete pavement shall remain the same. All extra costs for such modification shall be borne by Contractor. All contraction joints in new walk constructed under this contract shall be saw cut. The cost for providing the saw cut joints shall be included in the unit price bid for each thickness of walk. No additional compensation shall be considered for sawing joints in new walk. Upon completion of sawcutting the joints, the concrete walk must be immediately cleaned, including the slurry created by wet- sawing, to the satisfaction of the Engineer. Saw cuts shall extend to at least 30% of the walk thickness. All expansion joints constructed in the new walk shall be tooled and shall be ¼-inch radius to meet current PROWAG standards. 65. CONCRETE CURB AND GUTTER (2531): Concrete Curb and Concrete Curb and Gutter shall be placed in accordance with the provisions of MnDOT Specification 2531, and these Specifications. Replacement of curbs and driveway panels will be paid for under the bid items for 2531 Concrete Curb and Gutter Design B618 and 6” Concrete Pavement. Curb and gutter designated as Spot Replace shall only apply to areas within mill and overlay limits along Valders Court, as directed by Engineer, where the curb and gutter will otherwise not be entirely removed and replaced and will be paid for under the bid item 2531 Concrete Curb and Gutter Design B618 – Spot Replace. Removals of existing concrete items will be paid for at the Unit Price Bid for such removals. Concrete Curb and Gutter removals shall be paid for under the Remove Concrete Curb and Gutter Item regardless of length. Each size and type of concrete curb and concrete curb and gutter will be paid for under its respective bid item. Necessary bituminous patching shall be paid for under the item for such work. In some areas, the Engineer shall require Contractor to hand-place curbs, walks and pavements to avoid damage to landscaping, retaining walls, etc. No request for additional compensation shall be considered to accommodate this requirement. 307 SC-41 66. CONCRETE SILL (2531): The unit price per linear foot for Concrete Sill shall be considered compensation in full to construct concrete sill at locations when concrete walk is at the back of curb, as directed by Engineer, in conformance with MnDOT Specification 2531, and the standard details in the plans. It shall include, but not be limited to, all excavation, materials, and labor to install the materials as specified. Polythene sheeting and 1/4-inch thick separation material shall be considered incidental to the unit bid price for Concrete Sill. Epoxy coated tie bars, as directed by Engineer, shall be paid for under the item for Drill and Grout Reinforcement Bar (Epoxy Coated). The sill shall be measured separately from the concrete curb and gutter, regardless of the type of installation as shown in the standard details. 67. CONCRETE DRIVEWAY PAVEMENT (2531): The unit price bid per square yard for 6” Concrete Driveway Pavement shall be considered compensation in full to construct aprons and driveways as directed by the Engineer, and in conformance with MnDOT Specification 2531, and the standard details in the Plans. 6-inch pavement shall be used on all residential driveways. All concrete driveway pavement shall be completed within three (3) days from the completion of curb at each driveway location. Failure to complete the Work in accordance with this requirement may result in the City withholding all monies due until the Work is completed. For concrete driveways that residents elect to have replaced in conjunction with this Project, the unit prices bid for common excavation, aggregate base and concrete driveway pavement shall be considered compensation in full to perform such extra work as directed by the Engineer. No claims for additional compensation shall be considered. Any structural or surface defect which occurs on driveways constructed on this Project within the one-year warranty period, described in the General Conditions of these Specifications, including, but not limited to, hairline cracks, minor scaling, minor pop outs or unacceptable broom finish shall be cause for rejection of the pavement and replacement at Contractor’s expense. Determination of defective pavement to be replaced shall be solely made by the Engineer. The concrete to be used for hand-placed flatwork shall be in accordance with the provisions of MnDOT Specification 2531, and these Specifications. However, Contractor may, with the Engineer’s approval, modify the concrete mixture to reduce the possibility of defects. However, the unit price bid for concrete pavement shall remain the same. All extra costs for such modifications shall be borne by Contractor. All contraction joints in concrete driveway pavement constructed under this contract shall be saw cut. The cost for providing the saw cut joints shall be included in the unit price bid for each thickness of driveway pavement. No additional compensation shall be considered for sawing joints in concrete 308 SC-42 driveway pavement. Upon completion of sawcutting the joints, the concrete driveway pavement must be immediately cleaned, including the slurry created by wet-sawing, to the satisfaction of the Engineer. Saw cuts shall extend to at least 30% of the pavement thickness. All expansion joints constructed in the concrete driveway pavement shall be tooled and shall be ¼-inch radius to meet current PROWAG standards. Whenever the Engineer deems it necessary, Contractor shall phase driveway and curb construction to accommodate access to handicapped residents. This will include multiple mobilizations to ensure adequate cure time on the concrete before placing traffic on it. Compliance with this requirement will not lessen Contractor’s responsibility to warrant the Work in accordance with these Specifications. 68. INSTALL SALVAGED RETAINING WALLS (2540): The unit price bid to install each type of salvaged retaining wall shall be considered compensation in full to install the salvaged material in accordance with these Specifications and to the complete satisfaction of the Engineer. It shall also include, but not be limited to, excavation if needed, aggregate base material, granular backfill, drain tile and geotextiles required by the Engineer to reconstruct the walls complete in-place. In the event additional materials must be provided to complete the wall construction, it shall be Contractor obligation to provide material matching the size, color and texture of the existing salvaged materials. Suitability of the match shall be at the sole discretion of the Engineer. Any extra materials provided will be paid for under the item for installing salvaged retaining walls of the type placed. 69. INSTALL SALVAGED LANDSCAPE MATERIALS (2540): The unit price bid to Install Salvage Landscape Materials (inclusive of plastic/brick/rock edging, rock mulch (type 9), etc.) shall be considered compensation in full to install each material consistent with the adjoining material and to the Engineer’s complete satisfaction. It shall include, but not be limited to, all excavation, materials and labor to install the materials as specified. The unit price for each item shall also include furnishing and installing any additional materials needed to supplement salvaged materials to complete the installation. 309 SC-43 70. INSTALL SALVAGED BRICK PAVERS (DRIVEWAY OR WALK) (2540): The unit price bid to Install Salvaged Brick Pavers (Driveway or Walk) shall be considered compensation in full for all equipment, materials, and labor to install the required base/subbase material and pavers matching the pattern of the adjoining pavers. It shall include, but not be limited to, furnishing and placing aggregate base and sand leveling course, foundation preparation, edging and furnishing and installing additional paver brick as necessary to complete the Work to the Engineer’s satisfaction. Steps in paver walk shall be reinstalled to match existing steps, as directed by Engineer, and shall be considered incidental to the unit bid price to Install Salvaged Brick Pavers (Walk). Pavers shall be laid on a base consistent with the existing pavers, but not less than 6-inches of Class 5 Aggregate Base topped with a washed sand leveling course. Grading and paver placement should facilitate positive drainage as shown in the Plans, and/or as directed by the Engineer. Should additional paver brick be required, it shall be the Contractor’s responsibility to provide pavers matching color, size, quality and texture of the existing pavers and to the Engineer’s satisfaction. 71. INSTALL SALVAGED SPLIT RAIL WOOD FENCE (2557): The unit price bid to Install Salvaged Split Rail Wood Fence shall be considered compensation in full to install salvaged wood fencing at the completion of grading operations in locations shown in the Plans to the Engineer’s complete satisfaction. It shall include, but not be limited to, all excavation, materials and labor to install the materials as specified, including all materials necessary to construct new post foundations to match existing conditions. Payment also includes furnishing new fencing components as needed to match manufacturer/texture/color of existing materials. 72. INSTALL SALVAGED CHAIN LINK FENCE (2557): The unit price bid to Install Salvaged Chain Link Fence shall be considered compensation in full to install salvaged chain link fencing at the completion of grading operations in locations shown in the Plans to the Engineer’s complete satisfaction. It shall include, but not be limited to, all excavation, materials and labor to install the materials as specified, including all materials necessary to construct new post foundations to match existing conditions. Payment also includes furnishing new fencing components as needed to match manufacturer/texture/color of existing materials. 73. INSTALL SALVAGED BRICK OR ROCK LANDSCAPE EDGING (2540): The unit price bid to Install Salvaged Brick Landscape Edging or to Install Salvaged Rock Landscape Edging shall be considered compensation in full to install salvaged brick or rock landscape edging at the completion of grading operations in locations shown in the Plans to the Engineer’s complete satisfaction. It shall include, but not be limited to, all excavation, materials and labor to install the materials as specified. 74. TRAFFIC CONTROL AND MAINTENANCE (2563): Contractor shall maintain traffic at all times during construction in accordance with the current Minnesota Manual of Uniform Traffic Control Devices (MMUTCD) and its supplements, and as it may be deemed necessary by the Engineer. Contractor shall submit a temporary traffic control plan two weeks prior to construction. 310 SC-44 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. In order to facilitate project safety, Contractor shall position and schedule deliveries of all materials to be incorporated into the Work, such as pipe and castings, to minimize conflict with traffic flow. Failure to cooperate with the Engineer in this respect shall authorize the Engineer to have such materials removed from the Project by any means available until their use is imminent. The costs associated with such removal and return to the Project site shall be borne by Contractor with no additional compensation. Contractor shall be required to schedule his daily work to ensure that all excavations are filled in completely; adequate drainage is provided to prevent any water from standing on the Project site; and an adequate driving surface with class 5 or salvaged bituminous millings is provided at the completion of work each day. Contractor shall also schedule equipment and its work so no removal items, spoil or aggregate piles are left within the rights-of-way overnight except by express, written consent of the Engineer. All requirements for drainage and access herein shall apply to this work also. It shall also be Contractor’s responsibility to handle all such salvaged material in a way to prevent segregation and/or contamination of all salvaged materials. Contractor will be required to have a motor grader on the site each day to facilitate the drainage and surface requirements. If, in the opinion of the Engineer, the driving surface is not suitable to provide access for residents, Contractor shall provide all granular material, at its expense, necessary to stabilize the roadbed and driveway entrances to carry the normal traffic present. Throughout construction, Contractor shall provide safe and adequate access at all times for residents, property owners and emergency vehicles. Access shall include the maintaining of ingress and egress of private driveways throughout construction except during Work related excavations, and concrete placement and curing. It is anticipated that parking will need to be restricted to one side of the street during construction. Contractor shall be responsible under this item for providing and installing temporary parking restriction signing as directed by the Engineer. Throughout the duration of construction, Contractor shall coordinate with the City a minimum of at least twenty-four (24) hours in advance, any inconveniences to property owners. The City will provide Contractor with printed door hangers that shall be placed in resident’s doors by Contractor no later than 5:00 p.m. the day before work is to begin. Contractor is responsible for notifying property owners of any limited access at least twenty-four (24) hours in advance. 311 SC-45 75. INSTALL SALVAGED SIGNS (2564): The unit price bid for Install Salvaged Signs (Type C, Street Name Signs or Neighborhood Crime Watch signs) shall be considered compensation in full for all equipment and labor to relocate each sign, so designated, to the satisfaction of the Engineer. The Engineer shall, after completion of the curb and gutter placement, designate the signs that shall be relocated. Contractor shall review all signs and posts on this project designated for relocation prior to construction to determine existing damage. Any existing sign damage shall be reported to the Engineer immediately. All signs that have been damaged that Contractor fails to report shall become the responsibility of Contractor to replace. The unit price bid for each Install Salvaged Signs shall be considered compensation in full to reset all signs as directed by the Engineer. Any signs or posts damaged during the salvage/storage or reinstallation operations shall be replaced by Contractor at its expense. All signs considered necessary by the Engineer shall remain in-place throughout construction. Any sign that must be removed due to construction conflicts shall be temporarily reset by the end of the day it was removed, until it may be set at its permanent location. All costs for resetting signs shall be included in the lump sum bid for the traffic control. 76. FURNISH AND INSTALL SIGN TYPE C (2564): The unit price bid per square foot for sign panels of each type shall be considered compensation in full to place each panel specified in accordance with MnDOT Specification 2564, the Minnesota Traffic Engineering Manual, the details in the plans, and as directed by the Engineer. All new permanent Type C signs installed on this project shall be constructed of no less than .080” flat aluminum with Telespar punching. Sheeting for all signs shall be DG3 (Diamond Grade) Series 4090 reflective sheeting manufactured by the 3M Company, or an approved equal. Posts and mounting hardware shall be included in the unit price for sign panels. Posts and mounting hardware for Type C signs shall be in accordance with the plan details, applicable provisions of the Plans, Minnesota Traffic Engineering Manual and these Specifications. Signs shall be attached to posts with drive rivets and a nylon washer between rivet and sign facing. To avoid specular glare, Type C sign faces shall be mounted at approximately 93 degrees from the traveled roadway. 312 SC-46 All signs considered necessary by the Engineer shall remain in-place throughout construction. Any sign that must be removed due to construction conflicts shall be temporarily reset by the end of the day it was removed, until it may be set at its permanent location. Contractor shall receive no compensation for temporary relocations. 77. FURNISH AND INSTALL STREET NAME SIGN (2564): The unit price bid shall be considered compensation in full to furnish and install each street name sign assembly, including but not limited to the post, mounting brackets and sign panels specified in accordance with the details in the Plans and to the complete satisfaction of the Engineer. Signs shall be single faced with DG3 Series 4090 reflective sheeting manufactured by the 3M Company, or a mutually approved equal. Street name sign panels shall be pre-punched at the longitudinal midpoint of the sign with holes 7/16” in diameter to fit a standard Telespar post. Two 5/16” holes shall be pre-punched at the vertical midpoint of the sign spaced 1/2” center-on-center from the edge of the sign panel. It is the responsibility of the sign plate supplier to furnish signs punched to properly to fit the post and on each end to be secured back-to-back using a Cherry Mate and PVC spacer equal to the width of the Telespar support post. Posts and mounting hardware shall be included in the unit price for sign panels. Posts and mounting hardware for Street Name signs shall be in accordance with the applicable provisions of the Plans, Minnesota Traffic Engineering Manual and these Specifications. Signs shall be attached to posts with drive rivets and a nylon washer between rivet and sign facing. Street name signs shall be installed parallel to adjoining supplemental signs as directed by the Engineer. All signs considered necessary by the Engineer shall remain in-place throughout construction. Any sign that must be removed due to construction conflicts shall be temporarily reset by the end of the day it was removed, until it may be set at its permanent location. Contractor shall receive no compensation for temporary relocations. 78. TREES AND SHRUBS AS SPECIFIED (2571): Residents on this project, at locations where existing trees and shrubs are designated for removal, shall be offered replacement trees and shrubs to be planted at new locations anywhere the resident chooses on their property. The unit price bid for each “Tree as Specified” shall be considered compensation in full for furnishing, planting and maintaining any of the following varieties in 313 SC-47 conformance with the planting details in the Appendices, and as directed by the Engineer: Shade Trees Red Maple ‘Northwood’ or a Hybrid Variety (2-½” Caliper B&B) Honeylocust ‘Skyline’ (2-½” Caliper B&B) Hackberry (2-½” Caliper B&B) Linden (2-½” Caliper B&B) Disease Resistant Elm (2-½” Caliper B&B) Sugar Maple (2-½” Caliper B&B) River Birch (Clump 6’ B&B) Bur Oak Quercus macrocarpa (2” Caliper B&B) Swamp White Oak (2” Caliper B&B) Ornamental Tree Crabapple ‘Red Splendor’ (2-½” Caliper B&B) Evergreens Black Hills Spruce (6’ Tall B&B) Arborvitae ‘Techny’ (5’ Tall B&B) Austrian Pine (Pinus nigra) (6’ Tall B&B) The unit price bid for each “Shrub as Specified” shall be considered compensation in full for furnishing, planting and maintaining the following varieties in conformance with the planting details in the Appendices, and as directed by the Engineer: Deciduous Shrubs Potentilla ‘Goldfinger’ (#5 Cont.) Serviceberry ‘Regent’ (#5 Cont.) Spirea ‘Anthony Waterer’ (#5 Cont.) Dogwood Redtwig (#5 Cont.) Viburnum Compact American (#5 Cont.) Weigela ‘Red Prince’ (#5 Cont.) Lilac, Common White or Purple (#5 Cont.) Evergreen Shrubs Juniper ‘Prince of Wales’ (#5 Cont.) Juniper ‘Sea Green’ (#5 Cont.) Arborvitae ‘Techny Globe’ (#5 Cont.) Yew ‘Taunton’ (#5 Cont.) 79. TEMPORARY TREE PROTECTION FENCING (2572): The unit price bid per linear foot for tree fencing shall be considered compensation in full to place 4-foot high, orange polyethylene snow fence and maintain such protection as directed by the Engineer. All tree protection must be in place before any pavement is removed, and must remain in-place throughout the construction. 314 SC-48 Where tree fencing and silt fence are placed in the same location, Contractor may utilize the same posts for both applications. 80. EROSION AND SEDIMENTATION CONTROL (2573): Contractor shall provide temporary erosion control in accordance with the provisions of MnDOT Section 2573, the Bassett Creek Water Management Commission, Minnesota Department of Natural Resources, Minnesota Pollution Control Agency and the Engineer. In accordance with the Specifications, Contractor shall provide the Engineer with the name and 24-hour contact information of the Erosion Control Supervisor at the pre-construction conference. The unit price bid to provide an Erosion Control Supervisor for this project shall be considered compensation in full for the person to perform all duties in accordance with MnDOT Specification 2573. Compensation shall be considered all-inclusive on a lump sum basis, with no direct payment for each duty or for the number of hours worked. A. Street Sweeping: Contractor will be required to provide proof of ability to perform the street cleaning at the pre-construction conference. This proof may include demonstration of the ability to use his or her own equipment and forces, or an executed contract with a subcontractor. All sweeping shall be done between 7:00 a.m. and 7:00 p.m. daily, or more often as directed by the Engineer. The unit price bid per day to perform street sweeping shall be considered payment in full to sweep all areas, on a daily basis, deemed necessary by the Engineer to prevent sediment from entering any water body or storm sewer. Contractor shall furnish a pick-up sweeper, which actively controls dust and all trucks or other equipment the Engineer deems necessary to remove all sediment. Any additional street sweeping directed by the Engineer must be performed within four (4) hours of the Engineer’s order. Failure to perform ordered street sweeping within this four-hour period would result in the sweeping being performed by the City of Golden Valley staff (minimum charge of $500 per hour with a 2-hour minimum) or by a contractor hired by the City. Any and all costs incurred by the City to perform street sweeping which is Contractor’s responsibility will be deducted from the monies due to Contractor. Contractor shall be required to provide the Engineer with written documentation of performed sweeping at each weekly meeting. B. Storm Drain Inlet Protection: 1. Wimco Inlet Protection. Contractor shall provide Wimco Inlet Protection devices, or approved equal, on all inlets where inlet protection is designated. Information on the Wimco devices can be obtained at www.roaddrain.com. Payment will be made on the basis of each structure protected through all phases of the Work. Use of different methods for protection in order to phase the Work or for the ease of the construction shall not be cause for multiple payments over one per structure. 315 SC-49 C. Silt Fence: Contractor shall install machine sliced silt fence and maintain as shown on the Plans, or as directed by the Engineer. Maintenance is to include repair of any torn or damaged silt fence immediately following discovery of the problem. Accumulated silt is to be removed when deposits reach approximately one-third the height of the silt fence, or more often as directed by the Engineer. D. Inspection of Erosion Control Measures: The Erosion Control Supervisor will be required to inspect all erosion and sediment control measures on a daily basis, and complete an inspection form to be provided by the City. These forms are then to be submitted to the Engineer at the weekly construction meetings. E. Concrete Washout Area: Contractor shall provide a concrete washout area that meets NPDES requirements and the Storm Water Pollution Prevention Plan (SWPPP). This shall be considered incidental. The concrete washout area shall include all necessary labor, materials and equipment to provide an onsite washout facility as shown on the detail in the Plans. F. Sediment Control Log Type Straw: Contractor shall furnish, install and maintain as shown on the plans or as directed by the Engineer. G. Stabilized Construction Exit: Contractor shall furnish, install and maintain a stabilized construction exit as shown on the Plans or directed by the Engineer. 81. TURF ESTABLISHMENT (2575): Turf establishment shall be performed in accordance with the Provisions of MnDOT Specification 2575, except as modified herein: Four inches (4”) of topsoil meeting the requirements of MnDOT Specification 3877 shall be included in the unit price bid per square yard of sod. The Contractor shall take reasonable measures to ensure topsoil is placed to the thickness required in the Plans. Topsoil provided shall be free of debris, rocks in excess of ½-inch diameter, large organic material or other materials that do not contribute to plant growth. Evidence of such deleterious materials shall be cause for rejection and replacement at Contractor expense. The square yard unit price bid for sod, including 4” of topsoil, shall be compensation in full to place and maintain the sod for 30 growing days, as per MnDOT Specification 2575.A.26 and to the Engineer’s satisfaction. When Contractor has completed sod placement in an area defined by the following requirements, the Engineer will inspect the Work and notify the Contractor of any deficiencies: 316 SC-50  No less than 1,000’ of street length shall be approved for commencement of the maintenance period at any given time;  Both sides of the street must be completed, including along driveways;  Street sections must run the full length between intersections;  Once the Engineer approves the sod placement, the 30-day maintenance period shall commence in accordance with MnDOT Specification 2575. All curbs shall be backfilled with Topsoil Borrow meeting the requirements of MnDOT Specification 3877 with no additional compensation. The Contractor shall also be required to examine the area behind the curb and remove all construction debris, including but not limited to, concrete and asphalt chunks, large stones, cement bags and cardboard fabric rolls. Contractor will not be permitted to use any type of equipment to place topsoil or sod on driveways which will, in the opinion of the Engineer, mar the surface with rubber tire marks (typically skid loaders) or topsoil. Any damage, including rubber tire marks or excessive soil staining, caused by Contractor shall result in replacement of the driveway to the Engineer’s satisfaction. Sod placement on this project must be completed within two weeks of the placement of the base course of asphalt. Failure to complete the Work in accordance with this requirement may result in the City withholding all monies due until the Work is completed. 82. LANDSCAPE EDGING (2575): Landscape edging to be installed in accordance with the Provisions of MnDOT Specification 2575, except as modified herein: A. Black Diamond Poly Edging™, or approved equal, shall be used to construct plant beds as shown on plan in accordance with the Technical Specifications for planting in the Appendices. All edging acceptably placed as directed by the Engineer shall be measured by the linear foot and paid for under this item. 83. MULCH MATERIAL (2575): The unit price bid for each type of Mulch Material shall be considered compensation in full to furnish and install the required mulch in new and/or existing plant beds in accordance with MnDOT Specification 2575. Landscape Rock (Mulch, Type 9) shall be in accordance with MnDOT Specification 3882, except that on areas designated for Type 9 mulch, the type of rock shall match the existing rock it is placed adjacent to. Landscape Rock (Mulch, Type 9) shall be measured and paid by the ton. Mulch Material, Type Special shall be used to construct landscape beds with processed shredded hardwood mulch in accordance with the Technical Specifications for planting in the Appendices. Mulch shall be placed a minimum of 4-inches deep. Mulch Material, Type Special shall be measured and 317 SC-51 compensated for by the area in square yards of mulch material acceptably placed. 84. PAVEMENT MARKINGS (2582): The unit prices bid for Pavement Markings to be used in the roadway shall be considered compensation in full to place all markings complete in-place as directed by the Engineer, and in accordance with MnDOT 2582. Contractor shall be responsible for all testing as described in the relevant Specifications. Reports for all testing required shall be submitted to the Engineer. All costs for temporary traffic control or temporary signage in conjunction with striping or other pavement markings shall be included in the lump sum bid price for Traffic Control. Payment for solid line multi comp shall be made on the basis of actual linear feet of painted line as noted in the Plan. Each thickness shall be measured separately and paid for under separate bid items. Payment for crosswalk multi comp shall be made on the basis of actual square feet of painted line. Crosswalk lines shall be 3-feet by 6-feet and spaced as directed by the Engineer. Recessing shall follow the requirements of MnDOT 2582. 85. RESTORATION: Contractor shall restore all adjoining properties to the Engineer’s satisfaction. Contractor shall work with adjoining property owners and the City in protecting and minimizing any damage to adjoining landscaping, sprinkler systems, invisible pet fencing or other property. Indiscriminate damage to such systems shall obligate Contractor to replace such systems at its cost. 86. CLEAN PIPE SEWER: The unit prices bid for clean pipe sewer shall be considered compensation in full to clean pipe sewer and/or service laterals, regardless of size, to a condition for proper installation of the repair product for Bid Alternate B or Bid Alternate C. 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. 87. SANITARY SEWER MAIN REPAIR (BID ALTERNATE A): The sanitary sewer repair sites under this Contract 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 on the Plans. 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 are available for download at the following link: https://bit.ly/3FEqfGD A. Maintaining Flow: Contractor shall maintain flow at all times at all repair locations. Maintaining flow on all Sanitary Sewer repairs shall be considered incidental. 318 SC-52 B. Sewer Lining: 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 on the Proposal. All lining required under this Contract must be completed at least two (2) weeks prior to placement of the bituminous wearing course (in the first area worked in). 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 and/or service wye liners: 1. Mobilization and site preparation. 2. Televising and recording of sanitary sewer lines to be lined to determine existing conditions on a manhole-to-manhole basis. The recorded closed-circuit television (CCTV) video and written log of the pipeline shall be submitted to the Engineer by June 28, 2024 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. 3. Cleaning necessary to a condition for proper installation of the 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. 4. Determine if existing service connections are active or inactive and perform any investigative work that may be necessary to make this determination, including, but not limited to, dye testing, smoke testing, and coordination with homeowners. 5. 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. 6. Complete placement of approved lining material within sanitary sewer in accordance with the manufacturer’s requirements, and as directed by the Engineer. 7. Hydrophilic seal the ends of the liner in manholes to provide a watertight seal, approved by the Engineer, and eliminates infiltration from between the liner and the existing pipe. 8. 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. 9. Flow control, including bypass pumping, if required. 10. Reinstatement and reconnection of service connections as directed by the Engineer. All reinstated services shall be cut open, then brushed to a smooth edge, to the satisfaction of the Engineer. 319 SC-53 11. Post-lining internal television inspection and recording. Pre- and post- CCTV video shall be submitted to the Engineer and become the property of the City. 12. Cleanup. 13. Other appurtenant and incidental work. The only 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: Insituform, Inc., Veit, Visu-Sewer, Inc., Granite Inliner, LLC, Michels Pipe Services, S.J. Louis Trenchless, LLC, and HK Solutions Group. All other contractors or subcontractors wishing to become prequalified to perform this portion of the Work must apply two (2) weeks before bid opening and shall submit to the Engineer for approval: 1) a license or certificate from the manufacturer verifying their approval, 2) 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, 3) names and telephone numbers of owners where work of this nature was done by the proposed installer, and 4) 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. All lining materials shall be in accordance with the provisions of ASTM: 1. F1216 – Rehabilitation of Existing Pipelines and Conduits by Inversion and Curing of a Resin Impregnated Tube. 2. D-3034 – Type PSM Poly (Vinyl/Chloride) (PVC) Sewer Pipe and Fittings. 3. D-1248 – Specification for Polyethylene Plastics Molding and Extrusion Materials. 4. F-1504 – Standard Specifications for Folded Poly (Vinyl Chloride) (PVC) Pipe for Existing Sewer and Conduit Rehabilitation. 5. F1743-96 – Practice for Rehabilitation of Existing Pipelines and Conduits by Pulled-in-Place Installation of Cured-in-Place Thermosetting Resin Pipe (CIPP). 6. D-1784 – Standard Specification for Installation of Deformed Poly (Vinyl/Chloride) and Chlorinated Poly (Vinyl/Chloride) Components. 7. D-2122 – Method for Determining Dimensions of Thermoplastic Pipe and Fittings. 8. D-3350 – Specifications for Polyethylene Plastics Pipe and Fittings Materials. The Contractor shall submit the following: 1. Manufacturer’s product literature and application and installation requirements for materials used in the liner. 2. Manufacturer’s product certification for materials used in the liner. 320 SC-54 3. Liner pipe thickness design (cured-in-place) signed by a Professional Engineer licensed in the State of Minnesota. See ASTM F1216 Section A.5. 4. 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. 5. No liner will be approved for installation until liner thickness calculations have been submitted and reviewed for conformance with the Specifications and installation requirements. 6. Proposed plan for bypassing sewer signed by a Professional Engineer licensed in the State of Minnesota. 7. The finished liner shall be fabricated from materials which, when cured, will be chemically resistant to withstand internal exposure to domestic sewage. All manhole connections shall be watertight, utilizing hydrophilic gaskets. CIPP Liners shall meet the following product requirements: 1. Resin: a. 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. b. Epoxy resins may be required by Contractor, if conditions are deemed to warrant their use. 2. Felt Content: a. Content shall ensure cured thickness of liner as specified. b. Thickness of cured liner to be as specified (+10%-4%), and shall not include thickness of polyurethane inner liner. 3. Resin Content: a. Shall be 10 to 15% by volume greater than volume of felt in the liner bag. 321 SC-55 4. 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 5. 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. 6. Contractor shall certify that CIPP shall meet the chemical resistance requirements of ASTM F1216, Appendix X2. 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. 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. 1. 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. 2. 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. 3. 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. 4. Initial cure shall be considered complete when the exposed portions of the pipe are hard and sound and the remote 322 SC-56 temperature sensor indicates that the temperature is high enough to create an exotherm. 5. 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. 6. 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. 7. Steam curing shall not be used unless Contractor meets the following qualifications: a. 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. b. 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. Contractor shall reopen branch connections to buildings without excavation using a remote-controlled cutting device monitored by a video television camera. Contractor shall certify he/she 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. 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. 323 SC-57 Contractor shall warrant and save harmless the City against all claims for patent infringement and any loss thereof. C. Increased or Decreased Quantities: No consideration will be given to requests for extra compensation due to increased or decreased quantities. 88. SANITARY SEWER SERVICE WYE SEALING VIA GROUT PACKER INJECTION METHOD (BID ALTERNATE B): Work shall consist of sealing sanitary sewer lateral service connections identified by the City. Contractor shall: A. Provide all labor, materials, tools, equipment, and incidentals as shown, specified, and required to seal pipeline joints and lateral connections to the mains using the packer injection method. The effective sealing length of the lateral connection shall be a minimum of 18 inches from the connection to the main. 1. Packer injection sealing is used to reduce the infiltration within the pipeline, seal annular space between liners and host pipes, seal pipe joints that have failed the joint test criteria, provide external pipe support, but not a structural rehabilitation, by stabilizing soils outside the pipe and prevent further loss of pipe bedding into the pipe. 2. Packer injection sealing shall be accomplished by pressure injection of chemical grout into the soils encompassing the exterior of pipe joint. Chemical grouts shall be designed to be injected into the soil surrounding the pipe, which stabilizes the soil and forms a permanent impermeable seal called a grout/soil ring, and into the annular space between liners and host pipes. Adequate volumes of grout must be injected to form an effective seal. Adequate amounts of grout are based generally upon pipe size and field conditions. This application will be through structurally sound joints and lateral connections through penetrations from within the pipe by using the packer method in tandem with a CCTV inspection system. GENERAL A. REQUIREMENTS 1. Contract requires work in active sewers. Contractor shall follow all federal, state and local requirements for safety in confined spaces and uniform traffic controls. 2. Contractor shall provide notification to affected residents, at least 24 hours in advance of proposed sealing that service will be disrupted and provide notice when work is complete. 3. Contractor shall provide flow control, including bypass pumping if required. 4. Contractor shall provide cleaning necessary to a condition for proper installation of the product. This shall include, but not be 324 SC-58 limited to, removing all roots, protruding taps, mineral deposits and loose pieces of pipe, as deemed necessary by the Engineer (paid for under Clean Pipe Sewer bid item). 5. Contractor shall remove residual grout after sealing is completed as directed by the Engineer. 6. Additional safety considerations including safely handling, mixing, and transporting of chemical grouts should be provided by the grout manufacturer/supplier, and should include safe operating practices and procedures, appropriate personal protective equipment (PPE) for the various grouting operations, and proper storage, transportation, mixing, and disposal of grouts, additives, and their associated containers. 7. Requires completion of grout handling and mixing training certification from the grout manufacturer/supplier for personnel working with chemical grouts and additives. B. RELATED SECTIONS 1. Sanitary Sewer Main Repair Section in this document 2. Standard Utilities Specifications for Sanitary Sewer Installation, and Trench Excavation and Backfill/Surface Restoration, Revised 2013, prepared by the City Engineer’s Association of Minnesota (CEAM) and published by the League of Minnesota Cities, St. Paul Minnesota, except as modified by these Special Provisions C. QUALITY CONTROL 1. No change of material, design values, or procedures specified herein may be made during the course of the Work without the prior written approval of the Engineer. D. SUBMITTALS 1. Contractor shall provide a minimum 48-hour advance written notice of proposed testing schedules and testing procedures for review and concurrence of the Engineer. 2. Equipment operating procedures and systems. 3. Chemical Grout information: a. Description of chemical grout materials to be used per section PRODUCT.C. b. Description of proposed additives to be used per section PRODUCT.D. c. Manufacturers recommended procedures for storing, mixing, testing and handling of chemical grouts. d. MSDS sheets for all materials to be used. 4. Identify the manufactures & models of the packers to be utilized on the Project. 325 SC-59 5. Upon completion of each pipe segment, submit to Engineer a report showing the following data for each joint and/or lateral connection tested, grouted or attempted to be grouted as required by PACP. a. Identification of the sewer pipe section tested by assigned sewer ID or house address for lateral connections, and length. b. Type of pipe material, diameter & depth of pipe to the surface at manholes. c. Length of pipe sections between joints. d. Test pressure used and duration of test. e. Pass/fail results for each joint/connection tested. f. Location stationing of each joint/connection tested and location of any joints/connections not tested with an explanation for not testing. g. Volume of grout material used on each joint or connection. h. Gel set time used (cup test results from tanks) i. Grout mix record of the batches mixed including amount of grout and catalyst, additives, temperature of the grout solution in tanks. j. Name of the operator conducting testing and sealing shall be noted on the reports. k. Video recordings i. Video recording shall include sealing operations for each joint/lateral (including inflation and deflation over the joint/lateral) displaying the final air test of joints or laterals. ii. Additional final recording, shall include inspection of the pipe or lateral after all grouting work is complete. E. REFERENCE STANDARDS TO BE USED 1. ASTM F2304 Standard Practice for Rehabilitation of Sewers using Chemical Grouting (latest revision) 2. ASTM F2454 Standard Practice for Sealing Lateral Connections and lines from the Mainline Sewer Systems by Lateral Packer Method, Using Chemical Grouting (latest revision) F. METHOD OF MEASUREMENT 1. SEAL MAIN TO LATERAL CONNECTION WITH 3’ BLADDER a. Measure by the each size sealed lateral connection, pipe to each size of sewer main. b. Measure by the gallon for the chemical grout required to effectively seal each lateral connection. c. Includes mobilization, notification of affected residents and any traffic control that may be necessary. d. Includes flow control and bypass pumping as necessary. e. Includes all materials, equipment, and labor needed to prepare the lateral to be sealed after completing lateral cleaning. f. Includes all materials, equipment, and labor needed to prepare, 326 SC-60 mix, and install the chemical grout. g. Includes all materials, equipment, and labor needed to provide advance notice, updates, and notice that their lateral is back in service to each affected property Owner. h. Includes all materials, equipment, and labor needed to bypass the flow around each lateral connection to be sealed. i. Includes all materials, equipment, and labor needed to test the lateral connection before and after grouting. j. Includes cleaning residual grout after sealing. k. In the event that sealing fails, it includes all materials, equipment, and labor needed to access the failed pipe, repair the failure to the satisfaction of the Engineer, and restore the affected area to the satisfaction of the Engineer. l. Includes all materials, equipment, and labor needed to prepare and submit to the Engineer submittals requested in Article GENERAL.D above. m. Includes all materials, equipment, and labor needed to prepare and submit to the Engineer the digital CCTV files for inspection work after sealing has been completed. G. BASIS OF PAYMENT 1. Payment for acceptable quantities of sealing with chemical grout shall be at the contract unit price listed on the Bid Form. All associated work items are incidental. 2. Contractor shall be advised that the actual number of services sealed and grouted will be determined after the mainline CCTV (by others) is reviewed by the City after the Project is bid. No claim shall be made for increased or decreased quantities. PRODUCTS A. TESTING AND SEALING EQUIPMENT 1. The basic equipment used for mainline pipe joints and for laterals connected to the mainline shall consist of a remotely operated color television camera capable of pan and tilt, joint testing device (referred to hereafter as a packer), and test monitoring equipment. The equipment shall be constructed in such a way as to provide means for introducing air under pressure into the void area created by the expanded ends of the packer against the host pipe and a means for continuously measuring, viewing and recording the actual static pressure of the test medium and grout within the void area only. The packer shall be of a size less than the diameter of the host pipe, with the cables at either end used to pull it through the line and may be constructed in such a manner as to allow a restricted amount of sewage to flow at all times. Packer shall be expanded by air pressure. Packers shall be of low void space construction with void volume given by the packer manufacturer. 327 SC-61 2. The device for testing lateral connections shall consist of inflatable mainline end elements and a lateral sealing plug that creates a void area extending beyond the main connection. Whenever possible, use a lateral sealing plug sized to match the diameter of the lateral being sealed with an effective sealing length of at least 18 inches. Where the lateral is capped, utilize alternate lateral sealing plug or equipment sized appropriately for the capped lateral. 3. Void pressure data shall be transmitted from the void area to the monitoring equipment or video picture of a pressure gauge mounted on the packer and connected to the void area. All test monitoring shall be above ground and in a location to allow for simultaneous and continuous observation of the televising monitor and test monitoring equipment. 4. Sealing equipment shall consist of the packer, appropriate pumping and hosing systems capable of supplying an uninterrupted flow of sealing materials to completely fill the voids. Grout pumping system shall be sized to deliver a mixed volume of grout at a minimum of 3 gpm and 30 gallons of uninterrupted flow within 10 minutes. 5. Volume of mixed grout pumped must be capable of being measured and recorded for each sealed joint/connection. Generally, the equipment shall be capable of performing the specified operations in sewers where flows do not exceed 25 percent of pipe diameter unless permitted by Engineer. 6. Connection and lateral service sealing shall be accomplished using the lateral sealing plugs and push packers specified above. Provide back-up bladders for each packer on-site at all times during grouting procedures. 7. Equipment for cleaning lateral blockages shall be readily available while any lateral sealing work is being performed. B. GROUTS - GENERAL 1. All grout materials must have the following characteristics: a. While being injected, the grout must be able to react /perform in the presence of water (groundwater). b. The ability to increase grout mix viscosity, density and gel strength by increased concentration of constituents or the use of approved additives. c. The cured grout must withstand submergence in water without degradation. d. The resultant grout formation must be homogeneous and prevent the passage of water (infiltration) through the pipe joint. e. The grout must not be biodegradable. f. The cured grout should be chemically stable and resistant to organics found in sewage. 328 SC-62 g. Residual grout shall be easily removable from the sewer line to prevent blockage of the sewage flow. 2. Handle, mix, and store grout in accordance with the manufacturer’s recommendations. The materials shall be delivered to the site in unopened original manufacturer’s containers. C. CHEMICAL GROUTS 1. Water based chemical grouts shall have the following characteristics: a. A minimum of 10% acrylamide base material by weight in the total grout mix. A higher concentration of acrylamide base material is recommended to increase strength or offset dilution during injection. b. The ability to tolerate some dilution and react in moving water during injection. c. A viscosity of approximately 2 centipoise, which can be increased with approved additives. d. A controllable reaction time from 10 seconds to 1 hour. e. A reaction (curing) that produces a homogenous, chemically stable, non-biodegradable, firm, flexible gel. f. The ability to increase mix viscosity, density and gel strength by increased concentrations of the mix constituents or by the use of approved additives. g. Product Manufacturer: i. Avanti AV-100, Avanti AV-118; or equal. D. ADDITIVES 1. At Contractor's discretion and according to field conditions, additives may be selected and used within the manufacturers recommended quantities. E. Strengthening Agents 1. For joint sealing, a latex or “diatomaceous earth” additive may be added to increase compressive and tensile strength. The quantity of strengthening agent additive shall be as recommended by the manufacturer and approved by Engineer. Product Manufacturer: a. Avanti AV-257 Icoset; or equal. F. Root Inhibitor 1. When roots are present, for joint and lateral connection joint sealing, a root deterrent chemical shall be added to control root re- growth. The quantity of inhibitor shall be as recommended by the manufacturer and approved by Engineer. 2. Product Manufacturer: a. Avanti AC-50W; or equal. 3. Dye - A manufacturer approved water soluble dye without trace metals may be added to the grout tank(s) for visual confirmation. 329 SC-63 4. Gel Time Modifier - A gel time extending agent may be used in accordance with the manufacturer’s recommendations to extend gel time as necessary. 5. Freeze/Thaw - In those lines where the grout may be exposed to a freeze-thaw cycle, ethylene glycol or other Engineer approved additive shall be used to prevent chemical grout cracking once set. 6. When using non soluble additives the grout tanks must have mechanical mixing devices to keep the additives in suspension and maintain a uniform solution of grout and additive. EXECUTION A. CONTROL TESTS 1. Packer Tests - Demonstrate the acceptable performance of air test. a. To insure the accuracy, integrity and performance capabilities of the testing equipment, a demonstration test will be performed in an above-ground 8” nominal diameter test cylinder suitable to contain the full length of the packer and sustain the void test pressure. The test cylinder shall be equipped with a void release valve to exercise a controlled release of pressurized air from the void area to test the packer under both sound and leaking conditions. The test cylinder shall also be equipped with a local pressure gauge (0-25 psi) within the void space. i. With the void release valve sealed, inflate the packer and air test void at 7-10 psi. The observed void pressure at the test cylinder pressure gauge must be within ±1.0 psi of the reading in the control center/studio void pressure gauge and follow both up and down pressure changes (allowing time for pressure equalization). ii. If above test is passed, crack the release valve to simulate a very small leak. The cylinder shall be equipped with a void release valve to exercise a controlled release of the test media with the associated pressure drop to be equally displayed ±1.0 psi of the cylinder gauge and test monitoring equipment. b. After entering each pipeline segment with the test equipment, but prior to the commencement of joint testing, position the packer on a section of sound sewer pipe between pipe joints, and perform a test as specified. The equipment shall hold a 7-10 psi test pressure for a period of 15 seconds with a pressure drop of less than 1 psi. In the event of a failed test, repair any defective equipment and re- test to verify proper operation of all equipment at no additional compensation. Should it be found that the surface or porosity conditions of the barrel of the sewer pipe cannot meet the joint test requirements, then the performance 330 SC-64 testing shall be waived or modified as determined by the Engineer. c. If air testing cannot be performed successfully, repair or otherwise modify air test equipment and repeat the tests. This test may be required at any other time during the performance of joint testing work if the Engineer suspects the testing equipment is not functioning properly. 2. Pump Tests - At the beginning of the contract, prior to application of grout, perform a pump test to determine if proper ratios are being pumped from the grout component tanks at the proper rates and to measure pump rates. Use separate containers to capture the discharges from each of the grout component hoses, to simulate the actual volumes of each component through the interconnect hoses, hose reel and length of grout hose and confirm accuracy of grout pump totalizer. Take corrective action if ratios or rates are not within manufacturer’s recommended standards. 3. Grout Tests - Perform and record a grout gel test in the presence of the Engineer by recording the grout tank solution temperature, catalyst tank solution temperature, ambient air temperature in truck, and gel time of the sample whenever the following conditions occur: a. At the beginning of each day; the material in the hoses shall be recycled to the tanks and a sample shall be taken. b. When new batches of grout are mixed. c. Whenever the temperature in the tanks or ambient temperature have changed by more than +/- 10°F from the previous gel test. B. PIPE PREPARATION 1. Prior to the application of the chemical grout materials, Contractor shall thoroughly clean the sewer designated to receive the chemical grout. Cleaning shall constitute removal of all roots and loose debris and solids which inhibit proper seating of the packer. Removal of hardened materials such as concrete shall be considered beyond the scope of this work. 2. The City shall have cleared the designated sewer line(s) of obstructions such as dropped joints, protruding lateral connections, and broken pipe / crushed pipe which will prevent the use of the grouting equipment. If the CCTV inspection reveals a condition for which an applicable pay item has not been included on the Schedule of Prices, Contractor shall inform the Engineer. Engineer may choose to make a point repair or will direct Contractor to abandon the section of pipe or lateral connection scheduled for sealing. C. GROUT PREPARATION 1. Follow the manufacturer’s recommendations for the mixing and safety procedures. 331 SC-65 2. Adjust gel time as necessary to compensate for changes in temperature in grout component tanks or hoses. The addition of dilution water to extend gel times is not acceptable unless resulting base grout tank only material exceeds 20% by weight for solution grouts. 3. During the grouting process, the Grouting Technician shall monitor the grout component tanks to make sure that proper ratios are being pumped. If unequal levels are noted in the tanks, repeat the pump test as described above and correct any defective equipment. 4. Gel times shall be calculated using the following formula unless Contractor experience and/or field conditions dictate otherwise. Any alterations of the gel time formula shall be approved by the Engineer. 5. Packer/Pipe void shall be defined as the volume between the inflated packer and the inside pipe wall when the packer is inflated per manufacturer recommendations. For example: an 8” pipe with a packer void space of 0.3 gallons and a 3 gpm pumping rate would provide D. TESTING AND SEALING DEFECTS 1. Testing and Sealing shall only be performed on those lateral connections as directed by the Engineer. 2. Testing and Sealing will not be required on pipe exhibiting the following conditions or characteristics: a. Longitudinally cracked, fractured or broken pipe. b. Sections of the pipe with structural defects between joints. c. Any sections of pipe or joints or lateral connections that are in such poor structural condition that in the judgment of Engineer or Contractor, significant structural damage of the pipe would occur as a result of testing or sealing. 3. Any structurally undamaged joint that structurally fails (breaks) during testing and sealing that are documented on video to have been done under normal pressure conditions shall be the City’s responsibility and cost to repair. 4. Seal all circumferential cracks and fractures or other defects as specified or as directed by Engineer. Do not test or seal any other pipe defects unless so specified or shown, or directed by Engineer to do so. Any structurally failed pipe or joint that is sealed at the Engineer’s direction that further fails/breaks during testing and sec)5/sec(20min1 sec60 )( )(ker/−++       =gpmRatePumping galSpaceVoidPacPipeofVolumeTimeGel ( )sec)5/sec(26sec20min1 sec60 )(3 )(3.−+=+       =gpm galTimeGel 332 SC-66 grouting that are documented on video to have been done under normal pressure conditions shall be the City’s responsibility and cost to repair. Promptly repair any other sewer damage resulting from Contractor’s operations at no additional compensation. E. LATERAL CONNECTION TESTING PROCEDURE 1. Lateral connection joint testing pressure shall be equal to 0.5 psi per vertical foot of pipe depth plus 2 psi; however, test pressure shall not exceed 10 psi without approval of the Engineer. 2. Air testing lateral connections shall be accomplished by isolating the area to be tested with the lateral connection packer and by applying positive pressure into the isolated void area. A pan and tilt camera shall be used to position the lateral packer for laterals directly connected to the mainline sewer. The lateral bladder shall be inverted from the mainline assembly into the lateral pipe and inflated. The mainline elements shall then be inflated to isolate the lateral connection and the portion of the lateral to be tested. A sensing unit shall monitor the pressure of the packer void and will accurately transmit a continuous readout of the void pressure to the control panel at the grouting truck or to a pressure gauge on the packer recorded by the CCTV camera. 3. The test procedure will consist of applying a controlled air pressure into each isolated void area. Air shall then be slowly introduced into the void area until a pressure equal to or greater than the required test pressure, but in no cases greater than 2 psi above the required test pressure, is observed on the pressure monitoring equipment. Once the designated pressure in the isolated void is displayed on the meter of the control panel, the application of air pressure will be stopped and a 15 second waiting period will commence. The void pressure will be observed during this period. If the void pressure drop is greater than 2.0 psi within 15 seconds, the lateral shall be considered to have failed the air test and shall be grouted and retested. 4. After completing the air test for each individual lateral specified herein, deflate the lateral packer, with the void pressure meter continuing to display void pressure. If the void pressure does not drop to 0.0 +/- 0.5 psi, the equipment shall be adjusted to provide a zero void pressure reading at the monitor. F. SEALING GENERAL 1. Seal all joint and lateral connections that failed the pressure test, or as specified or as directed by the Engineer, by the injection method. This shall be accomplished by forcing grout through a system of pumps and hoses into and through the joints of the sewer from the packer within the sewer pipe. Remove excess grout from pipe and laterals. Excess grout shall be defined as a thickness of grout that given its location, size and geometry, could cause a 333 SC-67 blockage. Flush or push forward to the next downstream manhole, remove from the sewer system, and properly dispose of excess grout. G. LATERAL CONNECTION SEALING FROM THE MAINLINE BY PACKER INJECTION GROUTING 1. Lateral connection sealing begins if the lateral connection does not pass the air test, shows evidence of leakage, has been successfully cleaned to remove roots, or where Contractor has been directed. The lateral packer shall remain in position during the pressure test, thus maintaining the isolated void. Pressure inject grout through the lateral packer into the annular space between the lateral sealing plug and the lateral pipe. 2. When pumping grout, operate the pumps until the mixed grout has flowed through any joint failure, through any annular space, and into the surrounding soil; gelled or filled the available void space; formed a cohesive seal stopping further grout flow; and minimum of 8 psi back pressure is achieved while pumping. As grout pumping continues the void pressure will slowly rise to a range of about 2 to 4 psi, continue pumping until a point where there is a sudden increase in the void pressure. This increase from 2 to 4 psi to over 8 to 10 psi takes place in a matter of a few seconds. If the grout pumped exceeds 1 gallon per foot of lateral bladder plus 3 gallons, it will be suspected that there are significant voids on the outside of the pipe or that the packer is not properly sealed. Check that the packer is sealed properly. If it is, modify grouting procedure to stage grouting by pumping additional grout equivalent to 1 gallon plus 0.25 gallon per foot of lateral bladder, waiting 1 full minute, and retesting. The maximum number of stages shall not exceed two stages unless authorized by Engineer. 3. Upon completion of the lateral connection sealing procedure, deflate the lateral bladder, re-inflate and air test the lateral connection a second time to confirm the sealing of the connection in accordance with the air testing procedure. If the lateral connection fails this air test, repeat the grouting procedure at no additional cost to the City, except for the additional grout used. Air tests after grouting laterals containing roots is not required. 4. Confirm lateral flow after sealing of each lateral connection. If a grout blockage exists, Contractor shall immediately clear the lateral at no additional cost to the City. Blockages in the lateral that are not the result of sealing operations shall not be the responsibility of Contractor. 5. After sealing lateral connections (with the appropriate size lateral bladder), a thin residual grout film may be present inside the lateral wall. The amount of residual grout film present is dependent on the lateral bladder used, geometry of the lateral and positioning of the packer. This thin layer of cured grout is normal and will eventually 334 SC-68 peel off the sidewall of the pipe. The residual chemical grout film is not “sandwiched” between two structures and will eventually peel off the sidewall of the pipe. This residual chemical grout film is not considered excess grout. H. JOINT / LATERAL CONNECTION SEALING VERIFICATION 1. Record sealing of joints in conjunction with the testing of joints. Record the void pressure drop continuously on video and in writing immediately before and after sealing. After the packer is deflated and moved, record on video the visual inspection of the joint. 2. Use of standardized test and seal data sheets and PACP data codes is highly recommended. I. DISPOSAL 1. Collect and properly dispose of cleaning materials used in the cleaning of the sealing and grout mixing equipment. J. POST-CONSTRUCTION INSPECTION 1. Conduct Post-Construction Inspection of lateral and mainline utilizing CCTV. 2. Upon completion of sealing lateral connections, notify the Engineer so that the Engineer may be present during the CCTV inspection of the sealed lateral connections to verify that no infiltration is present. 89. SANITARY SEWER SERVICE WYE LINING (BID ALTERNATE C): A. Provide Sanitary Sewer Service Repair at all active service locations in the lining area. 1. CIPP Service Wye Liners without cleanouts (blindshot method) B. Method of Measurement 1. Measure each service connection as a unit C. Basis of Payment: 1. Unit Price as listed on Bid Form as service wye lining. 2. Associated Work Items: Incidental. 3. Pipe Liner: The unit price bid for liners shall be considered compensation for all labor & equipment to line the portion of the sewer service indicated. 4. Dewatering: Incidental. References A. ASTM D790 B. ASTM D2990 C. ASTM D3567 335 SC-69 D. ASTM D5813 E. ASTM D2990/DIN EN 761 F. ASTM F1216-07B G. ASTM F2561-06 System Description A. CIPP: 1. This work shall occur after the Sanitary Sewer Main Repair via lining is complete. 2. All lining required under this Contract must be completed at least two (2) weeks prior to placement of the bituminous wearing course (in the first area worked in). 3. The service lateral lining shall provide a one-piece, homogenous, cured in-place full circle main to lateral non-leaking connection lining by air inversion with no overlapping materials. The CIPP shall cure into a hard, impermeable liner pipe of the submitted and approved thickness and form a structurally sound liner pipe with a uniformly smooth interior providing hydraulic flow equal to or greater than the existing lateral in original condition. 4. The inverted lateral CIPP lining must be able to invert to a minimum distance of 18 inches while being able to compromise 4” and 6” lateral connections including lateral diameter changes with main pipe diameters of diameters of 8” through 12”. 5. Must heat cure (steam). No ambient cure allowed. 6. The one-piece CIPP main to lateral lining will incorporate hydrophilic non-caulk solid gasket sealing technology & the use of compressible materials in the main CIPP portion and at the termination of the lateral liner. 7. Soft caulk gaskets, collar type systems, two-piece systems, systems where the lateral is pulled in-place and CIPP connection systems that are based on adhesion will not be allowed. 8. Insert hydrophilic waterstop on the upstream end of the CIPP Blindshot. 9. All main to lateral sewer service lining connections shall comply with or latest revision of ASTM F2561-06. 10. No cleanout required for CIPP method Blindshot. 11. Contractor Qualifications: (a) Contractor shall be licensed and certified by the manufacturer of the CIPP Blindshot process and have successfully completed at least 10 CIPP Blindshot 336 SC-70 installations for the manufacturer proposed using the specific method of installation and curing proposed. (b) Each installation crew must be directly supervised by a dedicated foreman having previously supervised the successful installation of at least 10 CIPP Blindshot rehabilitations using the manufacturer proposed and using the specific method of installation and curing proposed. (c) Exclusive of the foreman, the installation crew must include at least 2 members who have each previously completed the successful installation of at least 10 CIPP Blindshot rehabilitations using the manufacturer proposed and using the specific method of installation and curing proposed. Submittals A. Product Data: Submit manufacturer product literature and application and installation requirements for materials used in the liner, including: 1. A copy of the license and or certification as issued by the manufacturer. 2. A resume for each proposed foreman responsible for the supervision of installations. The resume shall include name, employment history (5 years), current position within the organization, current responsibilities, proposed project responsibilities, and certifications. 3. Documentation of meeting experience requirements in System Description Paragraph A.3. Include references with names and contact information. 4. Submit structural design calculations and specification data sheets listing all parameters used in the liner design and thickness calculations based on Appendix XI of ASTM F1216 for each lateral. All calculations shall be prepared under and stamped by a Professional Engineer registered in the State of Minnesota. 5. Proposed plan for bypassing sewer. 6. Installation and quality control plan, including Sewage Bypass Pumping Plans, mainline sewer and lateral cleaning plan and cleanliness requirements, liner shot plan and sequence, liner installation standard procedures, temperature monitoring plan, odor controls procedures, and plan to manage flow to/from laterals during lining for consideration and approval by the Engineer. 7. Curing schedule for each shot, including heating, curing, and cool- down schedules for consideration and approval by the Engineer. 8. Hydrophilic end seal material to be used and method of installation. 9. Contingency Plan, including methods and equipment to be used to repair unacceptable liner defects, for removing failed liners, and for 337 SC-71 availability and accessibility of backup equipment such as air compressors and boilers. 10. Curing log of CIP lateral lining (CIPLL) temperature and pressure at each lateral during the curing process to document that proper temperatures and cure times have been achieved. Submit curing logs weekly. 11. The name of the liner and resin manufacturer, the location of the facility where each was manufactured and a list of appurtenant materials and accessories to be furnished. 12. The type and volume of catalysts and promoters added to the resin. 13. Manufacturer's Quality Control Plan or procedures that ensure proper materials are used in the resin impregnation process and in liner shipping and storage. 14. Independent third party ISO 17025 certified laboratory test reports demonstrating that the exact resin/liner combination to be used for this project meets the requirements for initial structural properties (performed in accordance with ASTM F1216 and ASTM D790 and/or ISO 178 with a wall thickness measured per DIN EN 13566- 4) and chemical resistance (performed in accordance with ASTM F1216-Appendix X2 or ASTM D5813). 15. Independent third party certified laboratory test reports demonstrating that the exact resin and comparable liner to be used for this project has been tested for long-term flexural modulus of elasticity and long-term flexural strength (i.e., 10,000 hour minimum creep testing performed in accordance with ASTM D2990/DIN EN 761 for design conditions applicable to this project). (a) Test will be performed for a minimum of 10,000 hours under test conditions and loadings described below. Independent third party test data of the entire ASTM D-2990/DIN EN 761 data set are required as substantiation of the values used in design. The data points from 1,000 hours to 10,000 hours of the Long-term Flexural Modulus shall be extrapolated using a Microsoft Excel log-log scale linear regression analysis, unless Engineer determines that the data set better suit another regression method, to determine the minimum service life performance of the resin-tube. (b) Testing will be conducted at: i. Temperature: 21 to 25°C ii. Relative humidity: 50% minimum iii. Load: Equivalent to 25% of the initial yield stress measured in accordance with ASTM D790/ISO 178, or as approved by Engineer. 338 SC-72 B. Testing 1. CIPP - If requested, 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 physical properties specified have been achieved in previous field applications. Regulatory Requirements A. Work shall be done in accordance with applicable state and local codes, rules, and ordinances. B. Certify that CIPP shall meet the chemical resistance requirements of ASTM F1216 Appendix X2. Project Conditions A. View Site prior to bid opening to determine obstructions or Site conditions which may affect Work. B. Provide for continuity of sanitary sewer service to each facility connected to the affected sections and ensure no sewage backup to private property. C. Maintain commercial and residential sewer service during the installation process and bypass pump individual laterals if needed. If necessary to properly complete the Work, Contractor may interrupt flow from services for no more than 4 hours on any given day if such interruption is first coordinated with and allowed by the property owner(s). Upon completion of the Work requiring interruption of service, immediately restore all services and notify the property owner(s) that service is again available. Contractor assumes all responsibility for notifying property owners of service interruptions. Contractor also assumes all responsibility for blockages, back-ups, or damages caused to public or private property as a result of the interruption of service, whether caused by Contractor’s or property owner’s actions. D. Make manholes accessible for Work. E. Provide necessary traffic control, as requested by Engineer. F. All active service connections to be replaced. G. The mainline lining contractor shall internally cut and remove any protruding laterals and service hammer taps. No lateral shall protrude into the main more than ½ inch. Materials A. Performance Liner, as manufactured by LMK Enterprises, Inc. is the only approved product for use on this project for CIPP Blindshots. 339 SC-73 B. CIPP Liner Requirements: 1. Resin: (a) Liner bag: Impregnated with polyester resin for general chemical applications. (b) No fillers except those required for viscosity control unless approved by Engineer. (c) Viscosity control: Up to 5 percent by mass thixotropic agent, which will not interfere with visual inspection. (d) Pigment to enhance visual clarity for inspection with video equipment. (e) Epoxy resins may be used by Contractor if conditions are deemed to warrant their use. 2. Felt Content: Cured thickness of liner plus 10 percent minus 4 percent not including thickness of polyurethane inner liner. 3. The tube shall be capable of conforming to offset joints, bells and deformed pipe sections up to 20% of original pipe diameter. 4. Resin Content: 10 to 15 percent by volume greater than volume of felt in the liner bag. 5. Conform to the following minimal structure standards listed herein: (a) Tensile Strength: ASTM D638, 3000 psi. (b) Flexural Modulus of Elasticity: ASTM D790, 250,000 psi. (c) Flexural Strength: ASTM D790, 4500 psi. 6. Fabric Liner: Fabricate to size to fit the internal circumference of pipe. Allow for circumferential stretching during insertion for such sizing. Preparation A. Clean mainline and service pipe prior to lining, such that the pipes are free of roots, grease, sand, rocks, sludge and other debris. Cleaning mainline or service pipe deemed necessary by the Engineer shall be paid for under separate bid item. B. Clear the mainline and service of obstructions such as solids, dipped joints or broken pipe that will prevent the insertion of the liner. If inspection reveals an obstruction that cannot be removed by the conventional cleaning equipment, make an excavation and repair the obstruction. This work shall be approved by the Engineer prior to commencement of the Work and shall be paid for as Extra Work. C. CIPP Pre-Construction Inspection submittals shall accurately locate all transitions, bends, and defects. Any discrepancies between the footage reported on the video inspection and on the report must be reconciled on 340 SC-74 the report by showing both distances. Any water or obstructions in the lateral must be removed prior to the inspection. D. Inspect and confirm the inside diameter, alignment, length, ovality, and condition of each service to be lined. Use the data and information collected from this inspection to verify the size of the liner and refine the installation techniques. If unknown physical conditions in the Work area that differ materially from those ordinarily encountered are uncovered during the investigation, Contractor shall notify the Engineer. E. Visually inspect each service immediately prior to CIPLL lining to demonstrate that the service is clean and free of roots, grease, sand, rocks, sludge, or structural impediments that would affect long-term viability of the CIPP. Visually inspect mainline sewer immediately prior to CIPLL lining to demonstrate that the mainline sewer is clean and free of impediments that would affect long-term viability of the lateral liner. Installation Procedures A. Saturate tube with the resin in accordance with manufacturer's instructions. Liner wet out may not be done on any surface whose temperature is greater than 70º Fahrenheit. B. For LCS, provide flow control sufficient to allow CCTV observation of mainline packer throughout liner installation. C. Completely protect the resin-saturated lateral tube during positioning and installation. No resin shall be lost by contact with manhole walls or pipe. D. After insertion is complete, apply a suitable recirculation system capable of delivering air, steam, or water, as required by the liner system manufacturer, uniformly throughout the section to achieve a consistent cure of the resin. If using hot air or steam, slowly bleed in heated air to control the initial rise in liner temperature such that heating air temperature rises no more than 3 degrees Fahrenheit per minute. Maintain the curing temperature recommended by the liner system manufacturer. Prevent excessive temperatures that could scald or bubble the liner. Scalded or blistered liner will be rejected if, in the opinion of the Engineer, the performance of the liner is compromised. E. During curing, provide controls to prevent odors from entering private residences. F. Prevent air, steam, or curing water from entering the private residence at all times. G. Cure and cool down the CIPP in accordance with manufacturer's instructions. H. Provide a view of the CIPP contacting the service pipe from the beginning to the end of the repair. I. After the curing process is complete, remove all installation and curing equipment from the host service pipe. No material other than the cured 341 SC-75 CIPP shall remain in the host pipe. Provide a finished CIPP that is continuous and free as commercially practicable of visual defects such as foreign inclusions, dry spots, pinholes, delamination, and wrinkles in any location in excess of 10% of the host pipe inside diameter. Verify there is no potential for obstruction of flow. J. If a point repair is required after the liner has cured, use a tube segment with compatible (preferably identical) properties as the existing liner to splice across the point repair. Point repair shall extend a minimum of 12 inches on each side of the defect. Post-Construction Inspection of Completed Work A. Conduct Post-Construction Inspection of service and mainline connection. Perform Post-Construction Inspection no sooner than 30 days and no later than 60 days after the completion of lining work. Inspection submittals shall accurately locate all transitions, bend, and defects. Any discrepancies between the footage reported on the video inspection and on the report must be reconciled on the report by showing both distances. Remove water and obstructions in the service prior to the inspection. Quality Control Tests A. Pressure Testing 1. All pressure testing shall be conducted in the presence of the Engineer. 2. For each service rehabilitated, air test the service liner and connection at the main using a service testing packer that extends beyond the repair to seat on the original pipe/liner. 3. Increase pressure in the void area to at least 8 psi. The duration of the test shall be 30 seconds with a maximum of 1.0 psi loss in pressure. B. Material Sampling 1. Prepare, cure, and provide to Engineer one restrained pipe sample for every 50 lateral liner installations of each resin-fabric combination used for this project or fraction thereof, in accordance with the Field Sample Preparation Plan. 2. Construct an above-grade Tee-fitting mockup for each restrained sample in which a liner can be installed using similar methods as below-grade. Select material and size of PVC host pipe for restrained sample to match the inside diameter of the main and lateral being rehabilitated as close as reasonably practicable. The lengths of the main and lateral pipes shall be of sufficient length to install the liner in a similar fashion as below-grade. Cure the sample in the same manner as the installed liners. 342 SC-76 3. The sample submitted shall have the main portion cut a minimum of two inches beyond the maximum dimension of the mainline portion of the liner. The lateral portion of the sample shall be 4 feet long. C. The following tests at the following minimum frequencies will be performed by Contractor. The results of these analyses will be assumed to be representative of the liners. Contractor may elect to perform additional testing. Contractor may, at his discretion and cost, conduct additional testing to improve the resolution of performance test characterization. Any testing Contractor elects to perform shall be performed by an independent, certified ISO 17025 testing facility. Each test shall be performed by a laboratory with an American Association for Laboratory Accreditation (A2LA) for the specific test to be performed. 1. Short-term Flexural (Bending) Properties - The initial tangent flexural modulus of elasticity and flexural yield strength measured in accordance with ASTM D790. (a) Frequency - 1 test per sample 2. Thickness measured in accordance with ASTM D3567. (a) Frequency - 1 test per sample 3. Long-term Flexural Modulus of Elasticity measured in accordance with ASTM D2990. Test will be performed for a minimum of 10,000 hours under test conditions and loadings described below. The data points from 1,000 hours to 10,000 hours, or such other time period as determined by the Engineer based on the curve or slope of the plotted data, of the Long-term Flexural Modulus shall be extrapolated using a Microsoft Excel log-log scale linear regression analysis to determine the minimum service life performance of the resin-fabric. (a) Testing will be conducted at: (i) Temperature: 21 to 25°Celsius (ii) Relative humidity: 50% minimum (iii) Load: Load used in ASTM D2990/DIN EN 761 testing as submitted in accordance with paragraph 1.8.A.5 (b) Frequency - 1 test per sample 4. Chemical Resistance - The chemical resistivity of the liner measured in accordance with ASTM F1216, Appendix X2. (a) Chemical Resistance - The chemical resistivity of the liner measured in accordance with ASTM F1216, Appendix X2 Acceptance of the CIPLL shall be based on the ENGINEER's evaluation of the resin impregnation quality control reports, CIPLL temperature curing logs, laboratory test results for the prepared samples, and Post-construction Inspection video, which shall demonstrate: 343 SC-77 CIPP Acceptance A. Acceptance of the CIPLL shall be based on the ENGINEER's evaluation of the resin impregnation quality control reports, CIPLL temperature curing logs, laboratory test results for the prepared samples, and Post- construction Inspection video, which shall demonstrate: (1) Compliance with the required liner physical properties and thickness. (2) Evidence of groundwater infiltration through the liner and at interface with the host pipe in the lateral and main is zero. (3) There is no evidence of excessive wrinkles, splits, cracks, breaks, lifts, kinks, scalds, blisters, delamination’s or crazing in the liner. (4) Achieving the minimum service life as determined by using the actual thickness and short term flexural modulus of elasticity modified by the creep retainage measured by ASTM D2990 extrapolation. (5) Compliance with required length and diameter of liner. (6) Liners meet requirements for chemical resistivity. B. If any defective liner is discovered after it has been installed, it shall be removed and replaced with either a sound liner or a new lateral at no additional cost to the OWNER. Obtain approval of the Engineer for method of repair, which may require field or workshop demonstration. Warranty Inspection A. Provide a CCTV inspection 18 to 24 months after completion of CIPP work showing all completed. Actual period for inspection shall be determined by the Engineer and will ideally be conducted during high groundwater conditions. Contractor will be provided with a 60 day notice prior to period of inspection. Conduct all inspections in the presence of the Engineer. Restoration A. If excavation is necessary to re-establish connections, the cost and liability shall be the responsibility of the Contractor, including any additional landscaping, turf establishment, tree removal, and tree replacement. 90. SANITARY SEWER SERVICE REPLACEMENT PROGRAM: Residents in the Project area will be given the opportunity to have their sanitary sewer service pipe rehabilitated, but will be completed under a separate contract from the 2024 PMP. The 2024 PMP contractor shall cooperate with the Engineer and the sewer service repair contractor to ensure timely completion of this work. Claims by Contractor for delays caused by this work will not be allowed. 344 SC-78 91. PROCEDURES IN THE EVENT OF A SEWAGE SPILL: 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. 345 GC - i GENERAL CONDITIONS INDEX Page SECTION I - GENERAL .................................................................................................. 1 DEFINITIONS ................................................................................................. 1 FAMILIARITY WITH LAWS AND ORDINANCES ........................................... 3 SECTION II - AWARD AND EXECUTION OF THE CONTRACT ................................... 3 CONSIDERATION OF PROPOSALS ............................................................. 3 EXECUTION OF CONTRACT ........................................................................ 4 FAILURE TO EXECUTE CONTRACTS .......................................................... 4 SECTION III - SCOPE OF WORK................................................................................... 4 INTENT OF PLANS AND SPECIFICATIONS ................................................. 4 INCREASED OR DECREASED QUANTITIES OF WORK ............................. 4 CHANGES IN THE WORK .............................................................................. 5 UNCLASSIFIED WORK .................................................................................. 6 CONSTRUCTION CHANGE DIRECTIVES ..................................................... 7 FINAL CLEAN-UP ........................................................................................... 7 SECTION IV - CONTROL OF WORK ............................................................................. 8 AUTHORITY OF ENGINEER .......................................................................... 8 CONFORMITY WITH PLANS AND ALLOWABLE DEVIATIONS ................... 8 COORDINATION OF PLANS AND SPECIFICATIONS .................................. 8 COOPERATION BY CONTRACTOR .............................................................. 8 CARE AND PROTECTION OF WORK AND MATERIALS ............................. 9 AUTHORITY AND DUTY OF INSPECTOR .................................................... 9 INSPECTION ................................................................................................ 10 UNAUTHORIZED WORK .............................................................................. 10 DEFECTIVE WORK ...................................................................................... 10 FINAL INSPECTION ..................................................................................... 11 GUARANTEE ................................................................................................ 11 FOSSILS ....................................................................................................... 12 SECTION V - CONTROL OF MATERIALS ................................................................... 12 SOURCE AND QUALITY OF MATERIALS ................................................... 12 STANDARD STOCK PRODUCTS ................................................................ 12 TESTS OF MATERIALS ............................................................................... 12 346 GC - ii STORAGE ..................................................................................................... 13 DEFECTIVE MATERIALS ............................................................................. 13 FAILURE TO REMOVE DEFECTIVE MATERIALS ...................................... 13 SECTION VI - LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC ................... 13 LAWS TO BE OBSERVED ........................................................................... 13 PERMITS AND LICENSES ........................................................................... 14 PATENTED DEVICES, MATERIALS AND PROCESSES ............................ 14 SANITARY PROVISIONS ............................................................................. 14 PUBLIC CONVENIENCE AND SAFETY, BARRICADES, LIGHTS AND WARNING SIGNALS .................................................................................... 15 MAINTENANCE OF DRAINAGE AND ACCESS TO MUNICIPAL AND PRIVATE UTILITIES ..................................................................................... 15 SITES TO BE KEPT CLEAN ......................................................................... 16 NOISE ELIMINATION ................................................................................... 16 USE OF EXPLOSIVES ................................................................................. 16 PROTECTION AND RESTORATION OF PROPERTY ................................. 16 EXISTING SURFACE, OVERHEAD AND UNDERGROUND STRUCTURES .............................................................................................. 17 MAINTENANCE OF SERVICE IN EXISTING STRUCTURES ...................... 18 RAILWAY AND HIGHWAY CROSSINGS ..................................................... 18 RESPONSIBILITY FOR LABOR, MATERIAL, EQUIPMENT AND DAMAGE CLAIM ........................................................................................... 19 CONTRACTOR'S RESPONSIBILITY FOR WORK ....................................... 19 SAFETY PRECAUTIONS AND ACCIDENT PREVENTION ......................... 19 REQUIREMENTS OF CONTRACT BOND ................................................... 20 PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE .................... 20 WORKMEN'S COMPENSATION INSURANCE ............................................ 22 COMPLIANCE WITH EXISTING CONTRACTS BETWEEN THE ................. 22 SECTION VII - PROSECUTION AND PROGRESS ...................................................... 22 SUBLETTING OR ASSIGNMENT OF CONTRACT ...................................... 22 PROSECUTION OF WORK .......................................................................... 22 LIMITATIONS OF OPERATIONS ................................................................. 23 CHARACTER OF WORKMEN AND EQUIPMENT ....................................... 23 CONTRACTOR'S RIGHT TO REQUEST CHANGES ................................... 24 TEMPORARY SUSPENSION OF WORK ..................................................... 24 SUBSTANTIAL COMPLETION ..................................................................... 24 347 GC - iii DETERMINATION AND EXTENSION OF CONTRACT TIME FOR COMPLETION .............................................................................................. 25 FAILURE TO COMPLETE WORK ON TIME ................................................ 25 RIGHT OF THE CITY TO DECLARE CONTRACTOR IN DEFAULT ............ 26 COMPLETION OF THE WORK AFTER DEFAULT ...................................... 27 PARTIAL DEFAULT ...................................................................................... 28 TERMINATION OF CONTRACTOR'S RESPONSIBILITY ............................ 28 SECTION VIII - MEASUREMENT AND PAYMENT ...................................................... 28 MEASUREMENT OF QUANTITIES .............................................................. 28 SCOPE OF PAYMENT ................................................................................. 29 WORK COVERED BY CONTRACT PRICE .................................................. 29 BASIS OF PAYMENT ................................................................................... 29 PAYMENTS FOR INCREASED OR DECREASED QUANTITIES ................ 29 PAYMENT FOR SURPLUS MATERIALS ..................................................... 29 CLAIMS AND PROTESTS ............................................................................ 30 PAYMENT FOR UNCLASSIFIED AND FORCE ACCOUNT WORK ............ 32 PARTIAL PAYMENTS .................................................................................. 33 FINAL PAYMENT .......................................................................................... 33 CERTIFICATE OF COMPLIANCE OF MINNESOTA WITHHOLDING TAX .. 34 SECTION IX - MISCELLANEOUS PROVISIONS ......................................................... 34 NONDISCRIMINATION................................................................................. 34 GOVERNMENT DATA. ................................................................................. 35 VENUE AND FORUM. .................................................................................. 35 COUNTERPARTS. ....................................................................................... 35 ELECTRONIC SIGNATURES. ...................................................................... 35 NOTICES. ..................................................................................................... 36 SEVERABILITY ............................................................................................. 36 NO WAIVER OF LEGAL RIGHTS ................................................................. 36 348 GC - 1 GENERAL CONDITIONS CITY OF GOLDEN VALLEY SECTION I - GENERAL DEFINITIONS When used in the Contract Documents, the intent and meaning of the below listed terms shall be as follows: A. "A.S.T.M." means the American Society for Testing Materials. B. "Bidder" means any individual, firm or corporation submitting a Proposal for the Work contemplated, acting directly or through a duly authorized representative. C. "City" means the City of Golden Valley, Minnesota. D. "Contract" means the entire agreement covering the performance of the Work and the furnishing of materials in the construction. E. "Contractor" means the individual, firm, partnership, corporation or company with which the City contracts and unless otherwise specified, includes subcontractors of Contractor. F. "Contract Bond" means collectively the approved forms of security furnished by Contractor and Contractor's Surety or Sureties as a guarantee of good faith on the part of Contractor to execute and pay for the Work in accordance with the terms of the Contract. G. "Contract Price" means the total amount payable by the City to Contractor, including authorized adjustments, for the performance of the Work under the Contract Documents and is stated in the Agreement. H. "Contract Time" means the period of time, including authorized adjustments, allotted in the Contract Documents for Final Completion of the Work. I. "Engineer" means the City Engineer, or her/his designee. J. "Final Completion" means the stage of construction following Substantial Completion when the Contractor has completed all written corrective measures for damaged or defective Work as determined by the Engineer, and has provided 349 GC - 2 all documents required for close out of the Contract as discussed within the Contract Documents. K. "Force Account" means the payment method used for extra work if Contractor and the Engineer are unable to negotiate prices for revised Work. L. "Force Account Work" means work completed on a Force Account basis. M. "Inspector" means an authorized representative of the Engineer, assigned to make any or all necessary inspections of the Work performed and the materials furnished by Contractor. N. "Laboratory" means the testing laboratory that shall be approved by the Engineer to inspect and determine the suitability of materials. O. "Plans" means all approved drawings or reproductions of drawings pertaining to the construction of the Work and appurtenances. P. "Proposal" means the proposal for the Work submitted by the Bidder on the Proposal Form. Q. "Proposal Form" means the approved form on which the Bidder submits its Proposal for the Work contemplated. The Proposal may also be referred to as the bid. R. "Proposal Guarantee" means the security designated in the Proposal to be furnished by the Bidder as a guarantee of good faith to enter into a contract with the City if the Work is awarded to the Bidder. S. "Specifications" means the directions, provisions and requirements contained in the Contract Documents, together with all written agreements made or to be made, pertaining to the method and manner of performing the Work, or to the quantities and qualities of materials to be furnished under the Contract Documents. T. "Substantial Completion" is the stage in the progress of the Work when the Work or a designated portion thereof is sufficiently complete in accordance with the Contract Documents so that the City can occupy or use the Work for its intended purpose. For the avoidance of doubt, unless otherwise agreed, Substantial Completion requires all of the following to be complete: all utility and storm sewer installation (except as noted below), placement of the base course and wear course of bituminous, sidewalk and pedestrian ramps, curb and gutter, driveway pavement, signage, sod, seed, pavement markings and project cleanup. Sanitary sewer lining and wye grouting or wye lining need not be complete to achieve 350 GC - 3 Substantial Completion; however, all work related to these items shall be completed prior to Final Completion. U. "Surety" is the individual or corporate surety that is bound with and for Contractor for the acceptable performance of the Contract and for its payment of all obligations pertaining to the Work. V. "Unclassified Work" means all work and materials that are not included under any items in the Proposal and Contract, for which a unit price has been submitted. W. The "Work" means the construction and services required by the Contract Documents, whether completed or partially completed, and includes all other labor, materials, equipment, and services provided or to be provided by Contractor to fulfill Contractor's obligations. The Work may constitute the whole or a part of the Project. X. Meaning of expressions - In order to avoid cumbersome and confusing repetition of expressions in these Specifications, whenever it is provided that anything is, or is to be done or is, "contemplated," "required," "directed," "specified," "authorized," "ordered," "given," "designated," "indicated," "considered necessary," "permitted," "suspended," "approved," "acceptable," "unacceptable," "suitable," "unsuitable," "satisfactory," "unsatisfactory," or "sufficient," it shall be taken to mean and intend by or to the Engineer. FAMILIARITY WITH LAWS AND ORDINANCES Contractor is assumed to have made itself familiar with all laws, ordinances and regulations which in any manner affect those engaged or employed in the Work, or the materials or equipment used in or upon the improvement, or in any way affect the conduct of the Work. No plea of misunderstanding will be considered on account of the ignorance thereof. The provisions of such laws or ordinances are deemed to be a part of these Specifications, and Contractor shall be bound by the provisions thereof. SECTION II - AWARD AND EXECUTION OF THE CONTRACT CONSIDERATION OF PROPOSALS Comparison of proposals will be based on the correct summation of item totals, obtained from the Proposal Form. In the case of errors on a Proposal Form, the unit price shall be used to determine the correct total for a bid item. The City reserves the right to award any or all alternate bid items, or any combination thereof, in the best interest of the City. The City reserves the right to reject any or all Proposals and to waive defects or technicalities as it may deem in the best interest of the City. 351 GC - 4 EXECUTION OF CONTRACT The individual, firm, partnership, corporation or company to which the Contract has been awarded shall sign the necessary agreements, enter into a contract with the City, and shall return all necessary documents to the office of the City Clerk of Golden Valley within ten (10) days after it has received notice of award. FAILURE TO EXECUTE CONTRACTS Failure to furnish the Contract Bonds in the sum equal to the amount of the award, or to execute the Contract within ten (10) days as specified, shall be just cause for annulment of the award. It shall be understood by the Bidder that, in the event of annulment of the award, the amount of the Proposal Guarantee deposited with the Proposal shall be retained by the City, not as a penalty, but as liquidated damages to compensate the City for additional costs and expenses. SECTION III - SCOPE OF WORK INTENT OF PLANS AND SPECIFICATIONS The intent of the Plans and Specifications is to prescribe the complete Work or improvement that Contractor undertakes to do. The Plans and Specifications shall be read and interpreted in conjunction with the Contract Documents. Unless otherwise provided, it is understood that Contractor shall furnish all labor, material, equipment, tools, transportation, necessary supplies and incidentals as may reasonably be required to complete the Work in accordance with the Plans, Specifications and other Contract Documents. The approved Plans are on file in the office of the City Clerk, City of Golden Valley, Golden Valley City Hall, 7800 Golden Valley Road, Golden Valley, Minnesota 55427, and show the location, details and dimensions of the Work. Any deviations from the Contract Documents as may be required during construction shall, in all cases, be determined by the Engineer and authorized in writing by the Engineer before such deviations are consummated. The City may attach addenda to these Specifications, to be filed with such Specifications and incorporated as part thereof, at the office of the City Clerk of Golden Valley. Bidders shall be responsible to examine such Specifications as are on file for addenda before submitting Proposals. INCREASED OR DECREASED QUANTITIES OF WORK The Engineer shall have the sole right to increase or decrease any or all of the items specified in the Contract Documents, including the elimination of any one or more 352 GC - 5 items. Such changes shall not invalidate the Contract. If quantities originally contemplated are materially changed, Contractor shall request a cost adjustment in writing in compliance with the Change Order requirements set forth in Section 3 herein. Approval of any such cost adjustment shall be at the sole discretion of the Engineer and the Engineer’s decision shall be final on any and all matters concerning cost adjustment. No payment for changed items shall be made to Contractor until both parties have signed the Change Order. Except in the case of minor changes in the Work approved or ordered by the Engineer in accordance with Section III (3)(D), or ordered by the Engineer in accordance with Section III (3)(C), Contractor may make substitutions only with the consent of the City, after evaluation and written approval by the Engineer and in accordance with a Change Order. CHANGES IN THE WORK A. GENERAL Changes in the Work may be accomplished after execution of the Contract, and without invalidating the Contract, by Change Order, Construction Change Directive or order for a minor change in the Work, subject to the limitations stated in this Section and elsewhere in the Contract Documents. A Change Order shall be based upon agreement between the City and Contractor. A Construction Change Directive may be issued by the Engineer and may or may not be agreed to by Contractor. An order for a minor change in the Work may be issued by the Engineer alone and shall not involve a change in the Contract Price or Contract Time. Changes in the Work shall be performed under applicable provisions of the Contract Documents. Contractor shall proceed promptly with changes in the Work, unless otherwise provided in the Change Order, Construction Change Directive, or order for a minor change in the Work. B. CHANGE ORDERS A Change Order is a written instrument prepared by the Engineer and signed by the City and Contractor stating their agreement upon all of the following: i) The change in the Work; ii) The amount of the adjustment, if any, in the Contract Price; and iii) The extent of the adjustment, if any, in the Contract Time. C. MINOR ALTERATIONS OF PLANS OR CHARACTER OF WORK The Engineer may order minor changes in the Work that are consistent with the intent of the Contract Documents and do not involve an adjustment in the Contract Price or Contract Time. The Engineer’s order for minor changes shall be made in writing. If Contractor believes that the proposed minor change in the Work will affect the Contract Price or Contract Time, Contractor shall notify the Engineer and shall 353 GC - 6 not proceed to implement the change in the Work. If Contractor performs the Work set forth in the Engineer’s order for a minor change without prior notice to the Engineer that such change will affect the Contract Price or Contract Time, Contractor waives any adjustment to the Contract Price or extension of the Contract Time. D. ELIMINATION OF WORK Should the City eliminate any Contract items from the Contract, delete any Work, or order termination on a Contract item before completion of that unit, Contractor shall be reimbursed for all costs incurred prior to notification that are not the result of unauthorized work. Compensation will be made on the following basis: i) Accepted quantities of Work completed in accordance with the Contract will be paid for at the Contract prices. ii) For materials that have been ordered but not incorporated in the Work, reimbursement will be made in accordance with the procedure set out for Surplus Material. iii) For partially completed items, accepted Work shall be paid for on the basis of a percentage of the Contract bid price equal to the percentage of actual accomplishment toward completion of the item. In arriving at this percentage, the value of materials incorporated in the partially completed items will be considered to be the actual purchase price of the materials, plus transportation costs, to which will be added fifteen percent (15%) of the sum thereof. Contractor shall also be reimbursed for such actual expenditures for equipment, mobilization, and overhead as the City considers directly attributable to the eliminated work and that are not recovered as part of the direct payment for the Work. Payment for completed Work at the Contract prices and for partially completed Work and materials in accordance with the above provisions, together with such other allowances as are made for fixed costs, shall constitute final and full compensation for the Work related to those Contract items that have been partially or totally eliminated from the Contract. UNCLASSIFIED WORK All work and materials that are not included under any items in the Proposal or Contract Documents and for which a unit price has been submitted, shall be designated as Unclassified Work. Before any Unclassified Work is performed, the Engineer shall submit to Contractor for its acceptance, a Change Order stating the location, nature, estimate of quantities, and basis of payment of work to be performed. When this Change Order has been signed by both parties, it shall become part of the Contract. 354 GC - 7 Any Change Order shall stipulate a unit price or lump sum for the performance of work. Where a change in the Contract Price or Contract Time cannot be agreed upon, the Unclassified Work shall be completed pursuant to a Construction Change Directive and payment shall be made on a Force Account basis. CONSTRUCTION CHANGE DIRECTIVES A Construction Change Directive is a written order prepared by the Engineer directing a change in the Work prior to agreement on adjustment, if any, in the Contract Price or Contract Time, or both. The City may by Construction Change Directive, without invalidating the Contract, order changes in the Work within the general scope of the Contract consisting of additions, deletions, or other revisions, the Contract Price and Contract Time being adjusted accordingly. A Construction Change Directive shall be used in the absence of total agreement on the terms of a Change Order. If the Construction Change Directive provides for an adjustment to the Contract Price, the adjustment shall be made as provided in Section VIII below. If Contractor disagrees with the adjustment in the Contract Price or Contract Time, Contractor may make a Claim in accordance with applicable provisions of Section VIII(6). Upon receipt of a Construction Change Directive, Contractor shall promptly proceed with the change in the Work involved and advise the Engineer of Contractor’s agreement or disagreement with the method, if any, provided in the Construction Change Directive for determining the proposed adjustment in the Contract Price or Contract Time. When the City and Contractor agree with a determination made by the Engineer concerning the adjustments in the Contract Price and Contract Time, or otherwise reach agreement upon the adjustments, such agreement shall be effective immediately and the Engineer shall prepare a Change Order. Change Orders may be issued for all or any part of a Construction Change Directive. A Construction Change Directive signed by Contractor indicates Contractor’s agreement therewith, including adjustment in Contract Price and Contract Time or the method for determining them. Such agreement shall be effective immediately and shall be recorded as a Change Order. FINAL CLEAN-UP Upon completion of the Work and before acceptance, issuance of the Certificate of Final Completion and final payment, Contractor shall remove from the street and adjacent property, all surplus and discarded materials, equipment, rubbish and temporary structures; restore in an acceptable manner all property, both public and private, which has been damaged during the prosecution of the Work; and shall leave the site in a neat and presentable condition subject to the approval of the Engineer. 355 GC - 8 SECTION IV - CONTROL OF WORK AUTHORITY OF ENGINEER The Engineer shall decide any and all questions which may arise as to (1) the quality and acceptability of materials furnished and Work performed; (2) the manner of performance and rate of progress of the Work; (3) the interpretation of the Plans and Specifications; (4) the acceptable fulfillment of the Contract on the part of Contractor; and (5) the amount and quantity of the several kinds of Work performed and materials furnished under the Contract. CONFORMITY WITH PLANS AND ALLOWABLE DEVIATIONS No deviations from the Plans or the approved working drawings shall be permitted without the written approval of the Engineer. COORDINATION OF PLANS AND SPECIFICATIONS Contractor shall take no advantage of any apparent error or omission in the Plans or Specifications, and the Engineer shall be permitted to make such corrections and interpretations as may be deemed necessary for the fulfillment of the Plans and Specifications. Any work not specified herein or in the Plans, but which may be fairly implied or understood as included in the Contract, shall be completed by Contractor without extra charge. Any ambiguity or discrepancy in the Plans or Specifications shall be adjusted by using the best class of work or materials. In the case of any discrepancy between the scale and figures in the Plans, drawings, etc., the figured dimensions shall govern. In the case of any discrepancy between the quantities shown in the Proposal and those shown in the Plans, the Plans shall prevail. In case any other discrepancy occurs between the Plans and the Specifications, the decision of the Engineer shall be decisive thereon. COOPERATION BY CONTRACTOR The City shall supply Contractor with five copies of the Plans and Specifications. Contractor shall have said Plans and Specifications available at the Project at all times during the prosecution of the Work. Contractor shall give the Work its constant attention to facilitate progress and shall cooperate with the Engineer in setting and preserving stakes, benchmarks, etc., and in all other things that are necessary for satisfactory completion of the Work. Contractor shall have a competent and reliable superintendent acting as Contractor’s representative on the job at all times. This representative shall supervise all of Contractor’s workforce, including its subcontractors, during all phases and in all aspects of the Work. All orders from the Engineer shall be directed through the superintendent. 356 GC - 9 Contractor shall provide a list, as deemed necessary by the Engineer, of emergency contacts, including names and 24-hour telephone numbers, to the City. CARE AND PROTECTION OF WORK AND MATERIALS From the commencement of the Work until the final acceptance of the same, Contractor shall be solely responsible for the care of the Work and for the materials delivered to the site and intended to be used in the Work. All injury or damage to the same from whatever cause, shall be made good at Contractor’s expense. Contractor shall provide suitable means of protection for and shall protect all materials intended to be used in the Work and shall provide similar protection for all Work in progress as well as completed Work. Contractor shall at all times take all necessary precautions to prevent injury or damage to the Work in progress, including but not limited to protection for damage or injury caused by flood, freezing, or inclement weather of any kind. Only approved methods shall be used for this purpose. AUTHORITY AND DUTY OF INSPECTOR The Inspector shall be authorized to inspect all Work and materials furnished. Such inspection may extend to all or any part of the Work and to the preparation or manufacture of the materials to be used. An inspector shall be stationed on the Work to report to the Engineer as to the progress of the Work and the manner in which it is being performed. The Inspector shall also report to the Engineer whenever it appears that the materials furnished or the Work performed by Contractor fail to fulfill the requirements of the Specifications and Contract, and shall bring any such failure or other infringement to Contractor’s attention. Such inspection, however, shall not relieve Contractor from any obligation to perform all of the Work strictly in accordance with the requirements of the Specifications. In case of any dispute arising between Contractor and the Inspector as to materials furnished or the manner of performing the Work, the Inspector shall have the authority to reject materials or suspend the Work until the questions at issue can be referred to and decided by the Engineer. If Contractor uses rejected materials or fails to suspend the Work, all Work performed by Contractor under such suspension or rejection shall be considered unauthorized work and subject to rejection or replacement by Contractor at Contractor’s expense. The Inspector shall not be authorized to revoke, alter, enlarge, relax or release any requirements of these Specifications nor to approve or accept any portion of the Work, or to issue instructions contrary to the Plans and Specifications. The Inspector shall in no case act as foreman or perform other duties for Contractor, nor shall the Inspector interfere with the management of the Work by Contractor. Any advice that the Inspector may give to Contractor shall in no way be construed as binding upon the City in any way, nor shall any such advise release Contractor from fulfillment of the terms of the Contract. 357 GC - 10 INSPECTION The Engineer or the Engineer’s representative shall be allowed access to all parts of the Work at all times and shall be furnished such information and assistance by Contractor as may be required to make a complete and detailed inspection. Such inspection may include mill, plant, or shop inspection of materials and workmanship. UNAUTHORIZED WORK Work done without lines and grades, Work done beyond the lines and grades shown on the Plans, or as given, except as herein provided, or any Unclassified Work done without written authority shall be considered unauthorized and at the expense of Contractor and will not be measured or paid for by the City. Work so done may be ordered removed and replaced at Contractor's expense. DEFECTIVE WORK All Work not conforming to the requirements of the Contract Documents shall be considered defective and may be rejected by the Engineer by providing written notice of the defect to Contractor. Contractor shall promptly correct Work rejected by the Engineer or failing to conform to the requirements of the Contract Documents and whether or not fabricated, installed or completed. Costs of correcting such rejected Work, including additional testing and inspections, the cost of uncovering and replacement, and compensation for the Engineer’s services and expenses made necessary thereby, shall be at Contractor’s expense. Should Contractor fail or refuse to remove or renew any defective Work, or to make any necessary repairs in an acceptable manner and in accordance with the requirements of the Contract Documents within the time indicated by the City, the Engineer shall have the authority to cause the unacceptable or defective Work to be removed and renewed or repaired at Contractor's expense. Any expense incurred by the City in making these removals, renewals or repairs, which Contractor has failed or refused to make, shall be paid for out of any monies due or which become due Contractor, or may be charged against the Contract Bonds. Continued failure or refusal on the part of Contractor to make any or all necessary repairs promptly, fully and in an acceptable manner shall be sufficient cause for the City, at its option, to purchase materials, tools and equipment, and employ labor or to contract with any other individual, firm or corporation, to perform the Work. All costs and expenses so incurred shall be charged against Contractor and the amount thereof deducted from any monies due or which may become due to Contractor under this Contract, or shall be charged against the Contract Bonds. Any work performed, as described in this section, shall not relieve Contractor in any way from its responsibility to perform the Work. The City shall also have authority to take over and use defective Work without compensation to Contractor, when Contractor fails or refuses to rebuild such defective Work. 358 GC - 11 FINAL INSPECTION The Engineer will make final inspection of all Work, and any portion thereof, as soon as practicable after notification by Contractor that such Work is nearing completion. If the inspected Work is not acceptable to the Engineer at the time of the Engineer’s inspection, the Engineer shall advise Contractor in writing as to the particular defects to be remedied. If, within a period of ten (10) days after such notification, Contractor has not taken steps to speedily complete the Work as directed, the Engineer may, without further notice and without in any way impairing the Contract, make such other arrangements as the Engineer may deem necessary to have such Work completed in a satisfactory manner. The cost of completing such Work shall be deducted from any monies due, or which may become due Contractor on the Contract. GUARANTEE In addition to Contractor’s obligations under Section IV paragraph 9, if, within one year after the date of Final Completion of the Work, or by terms of any applicable special warranty required by the Contract Documents, any of the Work is found to be not in accordance with the requirements of the Contract Documents, Contractor shall correct it promptly after receipt of notice from the City to do so, unless the City has previously given Contractor a written acceptance of such condition. The City shall give such notice promptly after discovery of the condition. If, during the one-year period for correction of Work, the City fails to notify Contractor and give Contractor an opportunity to make the correction, the City waives the right to require correction by Contractor and to make a claim for breach of warranty. 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 one-year period for correction of Work shall be extended with respect to portions of Work first performed after Final Completion by the period of time between Final Completion 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. 359 GC - 12 FOSSILS If any fossils or treasure or other unusual or valuable geological formations are found in the process of excavating, such fossils and sample of geological formations shall be carefully preserved by Contractor and given to the Engineer and shall be the property of the City. SECTION V - CONTROL OF MATERIALS SOURCE AND QUALITY OF MATERIALS The source of supply of the materials to be used shall be approved by the Engineer before delivery is started. The approval of the source of any material will stand only so long as the material itself conforms to the Specifications. Only materials conforming to the requirements of these Specifications shall be used in the Work. The source of any materials shall not be changed at any time without the written approval of the Engineer. Contractor may be required, at any time, to furnish a complete statement of the original composition and manufacturer of any or all materials required in the Work, or to submit sample of the same. STANDARD STOCK PRODUCTS All materials, supplies and articles furnished shall, whenever so specified, and otherwise wherever practicable, be the standard stock products of recognized, reputable manufacturers. The standard stock products of manufacturers other than those specified may be accepted when it is proved to the satisfaction of the Engineer that they are equal to or better than the specified products in strength, durability, usefulness and convenience for the purpose intended. Whenever reference is made herein to A.S.T.M. Specifications, it shall be understood that the latest revision of the A.S.T.M. at the time of award of Contract is implied. TESTS OF MATERIALS When tests of materials are necessary, such tests shall be made by and at the expense of the City unless otherwise provided. Contractor shall afford such facilities as the Engineer may require for collecting and forwarding samples, and shall not use the materials represented by the samples until tests have been made and the materials have been found to satisfy the requirements of these Specifications. Contractor shall, in all cases, furnish the required samples without charge. The quantity of materials Contractor must furnish shall be a reasonable amount, deemed by the Engineer, to effectively test such materials to verify compliance with the Specifications and/or meet requirements from non-City funding sources. 360 GC - 13 STORAGE Materials shall be stored so as to insure the preservation of their quality and fitness for the Work and such materials, even though approved before storage, shall be subject to test, and must meet the requirements of these Specifications at the time it is proposed to incorporate them in the Work. Materials shall be stored in a manner that will facilitate inspections and protect the general public from injury. The portion of the right-of-way not required for public travel may, with the consent of the Engineer, be used for storage purposes, and for the placing of Contractor's plant and equipment, but any additional space required, unless otherwise stipulated, shall be provided by Contractor at its expense. DEFECTIVE MATERIALS All materials not conforming to the requirements of these Specifications shall be considered as defective and all such materials, whether in place or not, will be rejected and shall be removed immediately from the right-of-way unless otherwise permitted by the Engineer. No material that has been rejected - the defects on which have been corrected or removed - shall be used until the Engineer’s written approval has been given. FAILURE TO REMOVE DEFECTIVE MATERIALS Should Contractor fail or refuse to remove and renew any defective materials within the time indicated in writing, the Engineer shall have the authority to cause the unacceptable or defective materials to be removed and renewed at Contractor's expense. Any expense incurred by the City in making these removals or renewals, which Contractor has failed or refused to make, shall be paid for out of any monies due or which may become due Contractor under this Contract, or may be charged against the "Contract Bond" deposited. SECTION VI - LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC LAWS TO BE OBSERVED Contractor shall observe and comply with all laws, ordinances, regulations and decrees which may, at any time or in any manner, affect the equipment or materials used at the Project, the conduct of the Work or those employed to complete the Work. No plea of misunderstanding will be considered on account of the ignorance thereof. Contractor further agrees that in connection with the employment and hiring of the labor necessary for the performance of the Work, or any subcontract hereunder, Contractor will not discriminate against any person or persons contrary to the provisions of Minnesota Statutes 181.9, which is hereby incorporated by reference. 361 GC - 14 Contractor and Contractor’s Surety shall, indemnify and save harmless the City and all of its officers, agents and servants against any claim or liability arising from or based on the violation of any law, ordinance, regulation or decree, whether by itself or its employees. If Contractor shall discover any provisions in the Plans, Contract, or these Specifications or any direction of the Engineer or Inspector which is contrary to or inconsistent with any such law, ordinance, regulation or decree, Contractor shall immediately report its inconsistency to the Engineer in writing. PERMITS AND LICENSES Contractor shall procure all permits and licenses as required in the Contract documents, pay all charges and fees and give all notices necessary and incidental to the due and lawful prosecution of the Work. PATENTED DEVICES, MATERIALS AND PROCESSES If the Contract requires, or Contractor desires the use of any design, device, material or process covered by letter, patent or copyright, trademark or trade name, Contractor shall provide for such use by suitable legal agreement with the patentee or owner allowing use of such design, devise, material or process in the Work. A copy of said agreement shall be filed with the City. If no such agreement is made or filed as noted, Contractor and Contractor’s Surety shall indemnify and save harmless the City from any and all claims for infringement by reason of the use of any such patented design, device, material or process, or any trademark or trade name or copyright in connection with the Work agreed to be performed under the Contract, and shall indemnify the City for any costs, expenses and damages which it may be obliged to pay, including costs, expense and attorneys’ fees incident to litigation by reason of any such infringement at any time during the prosecution or after the completion of the Work. SANITARY PROVISIONS Contractor shall observe and comply with all laws, rules and regulations of the State and Local Health Authorities and shall take such precautions as are necessary to avoid creating unsanitary conditions. Contractor shall provide and maintain suitable sanitary conveniences for the use of all persons employed on the Project. Such facilities shall be properly screened from public observation, in sufficient numbers, in such manner and at such points as shall be approved by the Engineer. Contractor shall rigorously prohibit committance of nuisances within, on or about the Work. Any employee found violating these provisions shall be discharged and not again employed on the Work without the written consent of the Engineer. Contractor shall supply sufficient drinking water to all of the work force employed, but only from such sources as shall be approved by 362 GC - 15 the Engineer. Contractor shall also obey and enforce such other sanitary regulations and orders and shall take such precautions against infectious disease as may be deemed necessary by the Engineer. PUBLIC CONVENIENCE AND SAFETY, BARRICADES, LIGHTS AND WARNING SIGNALS Where the Work is carried on in 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 or required by the Contract Documents. Excavations in or adjacent to public streets or alley in which water stands more than one (1) foot deep or where banks of the excavation are subject to collapse or cave-in shall be securely barricaded with snow fence so as to prevent access by children and adults during the period when work is not being carried on at the site of excavation. Barricades shall be painted in a color and reflectorized in accordance with the provisions of the most current version of the Minnesota Manual of Uniform Traffic Control Devices (“MMUTCD”). From sunset to sunrise, Contractor shall furnish and maintain at least two (2) flashing lights at each barricade. A sufficient number of barricades shall be erected to keep vehicles from being driven on or into any of the Work and to warn pedestrians and children of the existence of the excavation at all open points. When a detour is necessary because a street is blocked by the Work, the Engineer shall designate its route and Contractor shall furnish and post detour signs at places designated approved by the Engineer. All signs shall be in accordance with the most current version of the MMUTCD and appendices. Contractor shall be responsible for all damage to the Work due to failure of barricades, signs, and lights to protect it, and whenever evidence of such damage is found, the Engineer may order the damaged portion immediately removed and replaced by Contractor at Contractor’s expense. Contractor's responsibility for the maintenance of barricades, signs and lights, and for providing the watchmen, shall not cease until the Project has been accepted by the City. MAINTENANCE OF DRAINAGE AND ACCESS TO MUNICIPAL AND PRIVATE UTILITIES On all Work, Contractor shall provide and maintain free access to gas valves, manholes and similar facilities. Contractor shall also provide and maintain free access to all fire hydrants, gate valves, manholes, and appurtenant equipment of the City’s water distribution and sanitary sewer systems. Contractor shall provide for the flow of all water courses, storm sewers and storm drains, and shall keep all gutters and waterways open or make other provisions for the free removal of storm water. Contractor shall be liable for any damages or costs 363 GC - 16 incurred by the City due to flood conditions, or backing up of sanitary or storm sewers or storm drains caused by the Work. Contractor also agrees to indemnify the City and its agents and employees against claims relating to or arising from any such backups or flooding. SITES TO BE KEPT CLEAN Contractor shall clean and keep clean from waste materials or refuse resulting from its operations, the streets, the Work and public property occupied by Contractor. Equipment not usable on the Work shall be promptly removed and the adjacent premises maintained in a neat and orderly condition at all times. Advertising signs in general will not be permitted at the Project. NOISE ELIMINATION 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 Engineer. USE OF EXPLOSIVES If it is necessary to use explosives in the performance of the Work, Contractor shall take out permits and comply with all laws, ordinances and regulations governing same. Contractor shall fully protect all completed Work as well as all overhead, surfaces or underground structures and shall be liable for any damage done to the Work or other structures on public or private property and injuries sustained by persons by reason of the use of explosives in Contractor’s operations. Explosives shall be handled, used and fired only by experienced personnel. All firing shall be done by electricity. All explosive supplies shall be safely stored and protected in an approved manner. All such storage places shall be marked clearly, "DANGEROUS – EXPLOSIVES". Caps or other exploders shall not be stored at the place where dynamite or other explosives are stored. PROTECTION AND RESTORATION OF PROPERTY Where the Work passes over or through private property, the City shall secure a license, right of entry, right-of-way agreement or easement. Contractor shall not receive any extra compensation or be entitled to any extras because of delay on the part of the City in obtaining right-of-way or easement access. Contractor shall not enter upon private property for any purpose without obtaining written permission from the property owner. Contractor shall, at Contractor’s own expense, protect and restore any public or private property damaged or injured in consequence of any act or omission on Contractor’s part or on the part of Contractor’s employees or subcontractors, to a condition equal to or better than that existing before such damage or injury occurred. If Contractor neglects to restore or make good such damage or injury, the Engineer may, upon forty-eight (48) hours’ notice, proceed to 364 GC - 17 restore or make good such damage or injury and to order the cost thereof deducted from any monies that are or may come due to Contractor. Contractor shall restore at Contractor’s own expense all parks, streets, alleys, roads, or public highways, and the public structures and improvements which may occupy such parks, streets, roads, alleys, or public highways, including but not limited to water mains, water connections and appurtenances, sewer, manholes, catch basins, and sewer connections, ornamental light poles, and cables. All persons, firms, trustees, and corporations having buildings, structures, works, conduits, mains, pipes, tracks, poles, wires, cables, ducts, or other physical structures and improvements in, over, or under the public lands, streets, roads, alleys, or highways, shall be notified by the City to shift, adjust, accommodate or remove any such interfering works so as to comply reasonably with the requirements of construction. Thereafter, Contractor shall be responsible for all just and proper claims for damages caused to or on account of such interference or removal, and shall at Contractor’s own cost and expense reimburse such persons, firms, trustees and corporations all just and proper claim for such removal and replacement or repair. Contractor shall include the cost of such interference, removal and replacement in the various affected unit and lump sum prices, and no separate payment will be made to Contractor for any cost involved by reason of any causes or situations arising from such interference, removal or replacement. Land monuments shall not be moved or otherwise disturbed except as may be directed by the Engineer. EXISTING SURFACE, OVERHEAD AND UNDERGROUND STRUCTURES Prior to construction, 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. 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 prior to submitting its Proposal. The sizes, locations and depths of such structures as are shown on the Plans and profiles are only approximate and Contractor shall satisfy itself as to the accuracy of the information given. 365 GC - 18 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 on the drawings relative to the surface, overhead or underground structures or by reason of Contractor’s failure to properly protect and maintain such structures. Contractor shall exercise extreme care in crossing, or working adjacent to, all utilities and shall be responsible to protect and maintain their operation during the Work. Contractor shall restore, at its expense, any public structures such as, including but not limited to, water mains, water connections, and appurtenances, sewers, manholes, catch basins, culverts, and sewer connections which are damaged or injured in any way by Contractor’s acts or the acts of its employees, agents or subcontractors. Contractor shall indemnify and save harmless the City from any suit, claim, demand or expense, including attorneys’ fees and costs, brought for or on account of any damage, maintenance, removal, replacement, or relocation of mains, conduits, pipes, poles, wires, cables or other structures of private utility firms or corporations whether underground or overhead, that may be caused or required by Contractor during the Work. However, in cases involving an overhead or underground privately owned utility installed and located in accordance with a permit issued by the City, if, in the opinion of the Engineer, the relocation of said utility is required to facilitate the Work, the City shall provide for such relocation, to the extent allowed under the permit or applicable law. MAINTENANCE OF SERVICE IN EXISTING STRUCTURES All existing overhead, surface or sub-surface structures, together with all appurtenances and service connections except those otherwise provided for herein, encountered or affected in any way during Work shall be maintained in service at all times unless other arrangements satisfactory to the agencies responsible for such utility are made. The cost of this work shall be included in the price paid under the items applicable thereto and there shall be no separate payment for it. RAILWAY AND HIGHWAY CROSSINGS Where the Work encroaches upon any right-of-way of any railway, State or County Highway, the City shall make application for the necessary easement or permit for the Work. Where railway tracks or highways are to be crossed, Contractor shall observe all regulations and instructions of the railway company and Highway Department and other applicable federal, state or local regulations as to methods of doing the Work, or precautions for safety of property and the public. Contractor will not be paid compensation for such railway or highway crossing applications or regulations unless otherwise provided for in the Proposal or other Contract Documents. 366 GC - 19 RESPONSIBILITY FOR LABOR, MATERIAL, EQUIPMENT AND DAMAGE CLAIM To the fullest extent permitted by law, Contractor shall indemnify and hold harmless the City and its agents and employees from and against claims, damages, losses, and expenses, including but not limited to attorneys’ fees, arising out of or resulting from performance of the Work, provided that such claim, damage, loss, or expense is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property, but only to the extent caused by the negligent acts or omissions of Contractor, a Subcontractor, anyone directly or indirectly employed by them, or anyone for whose acts they may be liable, regardless of whether or not such claim, damage, loss, or expense is caused in part by a party indemnified hereunder. Such obligation shall not be construed to negate, abridge, or reduce other rights or obligations of indemnity that would otherwise exist as to a party or person described in this Section or any other obligations of indemnity under the Contract Documents. In claims against any person or entity indemnified under this Section by an employee of Contractor, a Subcontractor, anyone directly or indirectly employed by them, or anyone for whose acts they may be liable, the indemnification obligation under this Section shall not be limited by a limitation on amount or type of damages, compensation, or benefits payable by or for Contractor or a Subcontractor under workers’ compensation acts, disability benefit acts, or other employee benefit acts. CONTRACTOR'S RESPONSIBILITY FOR WORK Until acceptance, the Work and all materials shall be under Contractor’s charge and care, and Contractor shall take every reasonable precaution against injury or damage to the Work or to any part thereof by the action of the elements or from any other cause whatsoever. Contractor shall rebuild, repair, restore and make good, at Contractor’s own expense, all injuries or damages to any portion of the Work occasioned by any of the above causes before its completion and acceptance. SAFETY PRECAUTIONS AND ACCIDENT PREVENTION Contractor shall observe and comply with all requirements of the Engineer as to the safety of the workforce to be employed on the Project. Contractor shall also comply with all safety measures recommended or required by any governmental agency, including the Department of Labor and Industry and the Division of Accident Prevention of the Industrial Commission of Minnesota, and with the requirements of the Workmen's Compensation Act and any amendments thereto. Contractor shall be responsible for all safety issues on the Project. Contractor must, however, comply with all orders from the City for implementing any additional requirements relating to safety concerns. 367 GC - 20 REQUIREMENTS OF CONTRACT BOND The successful Bidder, at the time of the execution of the Contract, shall furnish, and at all times, maintain a satisfactory and sufficient PERFORMANCE BOND AND PAYMENT BOND, each in the full amount of the Contract, as required by law, with Sureties satisfactory to the City. The form of the Contract Bond is that required by Statute. Personal Sureties will not be approved. The Contract Bond shall be acknowledged by both principal and Surety, and the execution thereof witnessed by two witnesses as to each party. Minnesota Statutes, Chapter 13, requires that the City make all payment and performance bonds available for inspection and copying upon request. All claims on Contractor’s Bonds shall be brought in accordance with the requirements of Minnesota Statutes Chapter 574. PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE Contractor shall purchase and maintain, at Contractor’s own cost and expense, insurance of the types and limits of liability, containing endorsements and subject to the terms and conditions described herein and in the Contract Documents, including but not limited to property damage and public liability coverage. The City shall be named as an additional insured under Contractor’s policies of insurance. The policies of insurance shall indemnify the City and all of its officers, agents, consultants and employees, from all property or personal injury claims. Contractor shall not commence the Work until it has obtained all the insurance described below, provided proof of such coverage to the City, and the City has approved Contractor’s insurance. All policies and certificates shall provide that the policies shall remain in force and effect throughout the term of the Contract. A. Policy Requirements i) Worker’s Compensation Insurance: a. Statutory Compensation Coverage: b. Coverage B – Employer’s Liability with limits of not less than: 1. $100,000 Bodily Injury per Disease per Employee 2. $500,000 Bodily Injury per Disease Aggregate 3. $100,000 Bodily Injury by Accident ii) Automobile Liability Insurance: a. Minimum Limits of Liability: 1. $2,000,000 – Per Occurrence – Bodily Injury and Property Damage Combined Single Limit b. Coverages: X Owned Automobile, if any X Non-Owned Automobile 368 GC - 21 X Hired Automobile X City of Golden Valley named as Additional Insured iii) General Liability Insurance: a. Minimum Limits of Liability: 1. $2,000,000 – Per Occurrence 2. $3,000,000 – Annual Aggregate b. Coverages: X Bodily Injury X Property Damage X Personal Injury X Blanket Contractual X City of Golden Valley named as Additional Insured iv) Professional Liability/Miscellaneous Liability Insurance: Coverage for negligent acts, errors or omissions arising out of the performance of professional services included in the Contract coverage shall continue for a minimum of five (5) years. a. Minimum limit of liability of $2,000,000 per occurrence b. Deductible not to exceed $5,000 (if in excess, submit certified financial statement) c. If Claims-Made, please complete the following: If prior acts coverage is restricted, advise the retroactive date of coverage: ______________. Contractor’s policy(ies) shall be primary and non-contributory to any other valid and collectible insurance available to the City with respect to any claim arising out of this Contract, and shall provide the City with thirty (30) days advance written notice of cancellations, non-renewals or reduction in limits or coverage or other material change. Contractor is responsible for payment of insurance deductibles. If Contractor is self- insured, a Certification of Self-Insurance must be attached. Insurance companies must have an “AM Best” rating of A-, class V or better, and be authorized to do business in the State of Minnesota and must be satisfactory to the City. Each subcontractor shall furnish property damage and public liability insurance that complies with all of the requirements stated, except as to amounts. Subcontractors shall furnish property damage insurance and public liability insurance in amount proportionate to their respective subcontracts, but such amounts shall be satisfactory to the Engineer. 369 GC - 22 WORKMEN'S COMPENSATION INSURANCE Contractor shall furnish Workmen's Compensation Insurance for its employees, and must comply with all Workmen's Compensation Laws for the state of Minnesota. The insurance company or companies, or the manner in which the compensation insurance is carried, must be satisfactory to the City and to the Minnesota Industrial Commission. The cost of Workmen's Compensation Insurance shall be included in all lump sum and unit cost items under this Contract. COMPLIANCE WITH EXISTING CONTRACTS BETWEEN THE CITY OF GOLDEN VALLEY AND OTHERS Contractor shall familiarize itself with all terms and provisions of contracts between the City of Golden Valley and the City of Minneapolis in regards to wholesale purchase of potable water; and with the Cities of Crystal and New Hope for the storage distribution of potable water as may apply. Contractor shall similarly familiarize itself with other contracts between the City of Golden Valley and other municipalities, firms, corporations, or individuals relating in any manner whatsoever to the subject matter of this Contract and shall conform to all of the requirements of said contracts and shall do nothing which shall violate any of the provisions or conditions imposed upon the City. SECTION VII - PROSECUTION AND PROGRESS SUBLETTING OR ASSIGNMENT OF CONTRACT Contractor shall not sublet, sell, transfer, assign or otherwise dispose of the Contract or any portion thereof, or of the Work, or of Contractor’s right, title or interest therein, to any person, firm or corporation without the written consent of the City and Contractor's Surety, and such consent shall not relieve Contractor in any way of full responsibility for the performance of this Contract. Contractor shall include a list of subcontractors with the Proposal. The City reserves the right to reject any or all of the subcontractors. PROSECUTION OF WORK All dealings of the City will be with Contractor. No Work shall be started until the Contract has been executed and written notice to proceed has been given to Contractor. Definite notice of intention to start the Work shall be given to the City at least five (5) days in advance of beginning the Work. Such starting time shall be within ten (10) calendar days after the date of receipt by Contractor of written notice to proceed. The official starting time shall be taken as the date on which Contractor is notified in writing by the Engineer that Contractor has fulfilled all preliminary requirements of 370 GC - 23 the City. The official Contract Time shall be in accordance with the Special Conditions. Should the prosecution of the Work be discontinued temporarily by Contractor for any reason, Contractor shall notify the Engineer at least twenty-four (24) hours before again resuming operations and shall not resume operations until it receives written approval from the Engineer. Unless otherwise provided for elsewhere in these Specifications, Contractor shall notify the City of the location at which Contractor intends to begin operations. The Engineer shall have the right to change the point of beginning or the points of operation of Contractor's work force. The Work shall be prosecuted in such manner as to ensure its completion within the Contract Time. In case of failure to prosecute the Work in such a manner as to ensure its completion within the Contract Time, the Engineer shall have the right to require Contractor to place in operation such additional force and equipment as are deemed necessary by the Engineer. LIMITATIONS OF OPERATIONS In case of a dispute arising between two or more Contractors engaged on the same work as to the respective rights or each under these Specifications, the Engineer shall determine the matters at issue and shall define the respective rights of the various interests involved in order to secure the completion of all parts of the Work in harmony and with satisfactory results. Any such decisions by the Engineer shall be final and binding on all parties and shall not in any way give rise to or provide a basis for a claim for extra compensation by any of the parties. CHARACTER OF WORKMEN AND EQUIPMENT Contractor shall employ such superintendents, foremen and workmen as are careful and competent, and the Engineer may demand in writing the dismissal of any person or persons employed by Contractor in, about or upon the Work, who engages in misconduct, or who is incompetent or negligent or refuses to comply with the direction given. Any such person or persons shall not be employed again at the Project without the written consent of the Engineer. Should Contractor continue to employ such person or persons at the Project, the City may withhold all payments which are or may become due, or the Engineer may suspend the Work until the offending persons are dismissed. Contractor shall not employ any minors, as defined by the Minnesota Workmen's Compensation Act, on the Project. Contractor shall keep on the Project, during its progress, a competent superintendent and any necessary assistants, all satisfactory to the Engineer. The Superintendent shall meet all requirements contained in the Contract Documents, including but not limited to those enumerated in Section 10 of the Special Conditions, and shall not be changed except with the consent of the Engineer, unless the superintendent proves unsatisfactory to Contractor and ceases to be in Contractor’s employ. The superintendent shall represent Contractor in all matters 371 GC - 24 and have the authority to obtain equipment and manpower as needed to complete the Work. All directions given to the superintendent shall be as binding as if they were given to Contractor. All machinery and equipment owned or controlled by Contractor which is proposed to be used by Contractor on the Work shall be of sufficient size and in such mechanical condition as to meet with the requirements of the Work and to produce a satisfactory quality of work. When so ordered by the Engineer, in writing, unsatisfactory equipment shall be removed and replaced with equipment which will satisfactorily perform the Work. No change in the machinery and equipment employed on the Project that has the effect of decreasing its capacity shall be made except by written permission of the Engineer. The measure of the capacity of machinery and equipment shall be its actual performance of the Work. Failure of Contractor to provide adequate equipment may result in the annulment of the Contract as hereinafter provided. CONTRACTOR'S RIGHT TO REQUEST CHANGES If Contractor discovers, prior to or during construction anything in the Plans or Specifications or in the supplementary directions issued by the Engineer which, in the opinion of Contractor, appears to be faulty engineering or design, Contractor shall immediately advise the Engineer in writing of Contractor’s concerns. If no objection is raised by Contractor under the provisions of this paragraph, Contractor waives any right to contest the provisions of the Contract on the basis of faulty engineering or design. TEMPORARY SUSPENSION OF WORK The Engineer shall have the authority to suspend the Work, wholly or in part, for such a period or periods as the Engineer may deem necessary due to conditions considered unfavorable for the suitable prosecution of the Work, or for such time as is necessary due to failure on the part of Contractor to carry out orders or perform any or all provisions of the Contract. If the Engineer directs Contractor in writing to suspend the Work, Contractor shall store all materials and equipment in such a way as to not obstruct or impede public travel or work on adjacent contracts. Contractor shall not suspend the Work without written authority from the Engineer. SUBSTANTIAL COMPLETION When Contractor considers that the Work, or a portion thereof which the City agrees to accept separately, is substantially complete, Contractor shall prepare and submit to the Engineer a comprehensive list of items to be completed or corrected prior to final payment. Failure to include an item on such list does not alter the responsibility of Contractor to complete all Work in accordance with the Contract Documents. 372 GC - 25 Upon receipt of Contractor’s list, the Engineer or the Inspector shall inspect the Work to determine whether it is substantially complete. If the inspection discloses any item, whether or not included on Contractor’s list, which is not sufficiently complete in accordance with the Contract Documents so that the City can occupy or utilize the Work or designated portion thereof for its intended use, Contractor shall, before issuance of the Certificate of Substantial Completion, complete or correct such item. In such case, Contractor shall then submit a request for another inspection by the Engineer to determine Substantial Completion. When the Work or designated portion thereof is substantially complete as determined by the Engineer, the Engineer shall prepare a Certificate of Substantial Completion that shall establish the date of Substantial Completion; establish responsibilities of the City and Contractor for security, maintenance, damage to the Work and insurance; and fix the time within which Contractor shall finish all items on the list accompanying the Certificate. Warranties required by the Contract Documents shall commence on the date of Substantial Completion of the Work or designated portion thereof unless otherwise provided in the Certificate of Substantial Completion. The Certificate of Substantial Completion shall be submitted to the City and Contractor for their written acceptance of responsibilities assigned to them in the Certificate. Upon such acceptance, and consent of surety if any, the City shall make payment of retainage applying to the Work or designated portion thereof. Such payment shall be adjusted for Work that is incomplete or not in accordance with the requirements of the Contract Documents. DETERMINATION AND EXTENSION OF CONTRACT TIME FOR COMPLETION Contractor shall perform fully, entirely, and in an acceptable manner, the Work contracted for within the time stated in the Contract. If Contractor finds that it will be impossible to complete the Work on or before the Contract Time, Contractor shall request an extension of the Contract Time as set forth in Section 4 of the Special Conditions. 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 as provided for in Paragraph 7 below, except that it shall not be necessary to give Contractor written ten (10) days’ notice for such forfeiture. FAILURE TO COMPLETE WORK ON TIME Should Contractor fail to complete the Work on or before the Contract Time, taking into consideration all agreed upon extensions, the City may permit Contractor to 373 GC - 26 proceed and there shall be deducted from any monies due or that may become due Contractor the amount agreed upon as liquidated damages under section 4 the Special Conditions of the Agreement. Liquidated damages shall continue to accrue until the unfinished Work is completed whether Contractor finishes the Work or the Work is finished by an alternate contractor. Permitting Contractor to continue and finish the Work or any part of it after the Contract Time, or after the date to which the Contract Time may have been extended, shall in no way operate as a waiver on the part of the City of any of its rights. Neither by the taking over of the Work by the City, nor by the annulment of the Contract, shall the City forfeit the right to recover liquidated damages from Contractor or Contractor’s Surety for failure to complete the Contract. RIGHT OF THE CITY TO DECLARE CONTRACTOR IN DEFAULT In addition to those instances specifically referred to in the Contract Documents, the City shall have the right to declare Contractor in default of the whole or any part of the Work if: A. Contractor becomes insolvent; B. Contractor makes an assignment for the benefit of creditors pursuant to the Statutes of the State of Minnesota; C. A voluntary or involuntary petition in bankruptcy be filed by or against Contractor; D. Contractor fails to commence work when notified to do so by the Engineer; E. Contractor shall abandon the Work; F. Contractor shall refuse to proceed with the Work when and as directed by the Engineer; G. Contractor shall, without just cause, reduce its working force to a number which, if maintained would be insufficient, in the opinion of the Engineer, to complete the Work in accordance with the approved progress schedule, and shall fail or refuse to sufficiently increase such working force when ordered to so by the Engineer; H. Contractor shall sublet, assign, transfer, convey or otherwise dispose of this Contract other than as herein specified; I. A receiver or receivers are appointed to take charge of Contractor's property or affairs; J. The Engineer shall be of the opinion that Contractor is or has been knowingly, willfully or in bad faith, violating any of the provisions of this Contract; K. The Engineer shall be of the opinion that Contractor is or has been unnecessarily, unreasonable or willfully delaying the performance and completion 374 GC - 27 of the Work, or the award of a necessary subcontract or the placing of necessary material or equipment orders; L. The Engineer shall be of the opinion that the Work cannot be completed within the Contract Time, taking into consideration all agreed upon amendments to the Contract Time; provided, however, that the impossibility of timely completion is, in the Engineer's opinion, attributable to conditions within Contractor's control; M. The Engineer shall be of the opinion that Contractor is not or has not been executing the Contract in good faith and in accordance with its terms; or N. The Work is not completed within t within the Contract Time, taking into consideration all agreed upon amendments to the Contract Time. Before the City shall exercise its right to declare Contractor in default by reason of the conditions set forth in items numbered 1, 4-7, 10-13, or 14, it shall give Contractor an opportunity to be heard, on two days’ notice, at which hearing Contractor may have a stenographer present; provided, however, that a copy of such stenographic notes, if any, shall be furnished to the City. The right to declare in default for any of the grounds specified or referred to above shall be exercised by sending Contractor a notice, signed by the Engineer, setting forth the grounds upon which such default is declared. Upon receipt of such notice, Contractor shall immediately discontinue all further operations under this Contract and shall immediately quit the site, leaving untouched all plant, materials, equipment, tools and supplies then on the site. COMPLETION OF THE WORK AFTER DEFAULT The City, after declaring Contractor in default, may then have the Work completed by such means and in such manner, by contract with or without public letting or otherwise, as it may deem advisable, utilizing for such purpose such of Contractor's plant, materials, equipment, tools, and supplies remaining on the site, and also such subcontractors as it may deem advisable. After such completion, the Engineer shall make a certificate stating the expense incurred in such completion, which shall include the cost of re-letting and also the total amount of liquidated damages (at the rate provided for in the Specifications) from the date when the Work should have been completed by Contractor in accordance with the Contract Documents to the date of actual completion of the Work. Such certificate shall be binding and conclusive upon Contractor in accordance with the terms hereof to the date of actual completion of the Work. Such certificate shall be binding and conclusive upon Contractor, Contractor’s Sureties, and any person claiming under Contractor, as to the amount thereof. The expense of such completion, as so certified by the Engineer shall be charged against and deducted out of such monies as would have been payable to Contractor 375 GC - 28 if it had completed the Work; the balance of such monies, if any, subject to the other provisions of this Contract, to be paid to Contractor without interest after such completion. Should the expense of such completion exceed the total sum which would have been payable under this Contract if the same had been completed by Contractor, any such excess shall be paid by Contractor to the City upon demand. If Contractor fails to pay the City promptly for such excess costs, the City may at its discretion submit a claim to Contractor’s Surety for such reimbursements. PARTIAL DEFAULT In case the City shall declare Contractor in default as to a part of the Work only, Contractor shall discontinue such part, shall continue performing the remainder of the Work in strict conformity with the terms of the Contract, and shall in no way hinder or interfere with any other contractors or persons whom the City may engage to complete the Work as to which Contractor was declared in default. The provisions of the clauses herein relating to declaring Contractor in default as to the entire Work shall be equally applicable to a declaration of partial default, except that the City shall be entitled to utilize for completion of the Work as to which Contractor was declared in default only such plant, materials, equipment, tools and supplies as had been previously used by Contractor on such part. TERMINATION OF CONTRACTOR'S RESPONSIBILITY Except as otherwise provided for in these Specifications and in Contractor’s bond, Contractor’s responsibility for all Work and materials under this Contract shall continue until the expiration date of the warranty. The warranty shall commence on the date of Final Completion of the Work. SECTION VIII - MEASUREMENT AND PAYMENT MEASUREMENT OF QUANTITIES Measurement of all Work acceptably completed will be made in accordance with the system in which the Contract is let, either U.S. Standard or International System (metric). Such measurements will be used as a basis for the computation of the quantities of Work performed. Quantities designated to be measured by linear units will be taken horizontally. Where Work is to be paid for by units of length, area, volume or mass, only the net amount of Work actually performed, as it shall appear in the finished Work and measured as hereinafter specified shall be paid for, local customs to the contrary notwithstanding. Calculation of area quantities where the computation of the areas by geometric methods would be comparatively laborious, it is stipulated and agreed that the City’s computer aided drafting system shall be used as the method of measurement. 376 GC - 29 SCOPE OF PAYMENT Contractor shall receive and accept the compensation as herein provided, in full payment for furnishing all materials, labor, tools, equipment, royalties, fees, insurance, permits, bonds, etc., and for performing all Work contemplated and embraced under the Contract, also for all loss or damage arising out of the nature of the Work, or from the action of the elements, the expiration of the warranty to the City, and for all risks connected with the prosecution of the Work, also for all expenses incurred by, or in consequence of the suspension or discontinuance of said prosecution of the Work as herein specified, and for completing all of the Work embraced in the Contract. WORK COVERED BY CONTRACT PRICE Contractor shall, under Contractor’s contract unit prices, furnish and pay for, all material and incidental work, furnish all accessories, and do everything which may be necessary to carry out the Contract in good faith, which contemplates everything completed, in good working order, of good material, with good and accurate workmanship. BASIS OF PAYMENT Where Work is to be paid by linear, area, volume, mass, or by each individual units Contractor’s cost for all materials, labor, tools and equipment required to complete the Work, notwithstanding that while the Work may not be fully shown on the drawings, it may be described in the Specifications and vice-versa. PAYMENTS FOR INCREASED OR DECREASED QUANTITIES Whenever the quantity of any item of Work as given in the Proposal shall be increased or decreased, payment for such item of Work will be made on the basis of the actual quantity completed at the unit price for such item named in the Proposal, except as otherwise provided in Section III - Paragraph 2 of these General Conditions, and in the detail Specifications for each class of Work. PAYMENT FOR SURPLUS MATERIALS Payment for materials that have been ordered in furtherance of the Work, but that are not to be used because (1) of cancellation of the Contract or a portion thereof; (2) of an order to terminate the Work before completion of the entire unit; or (3) the quantity ordered by the Engineer was in excess of the quantity needed, will be made in accordance with this section, unless Contractor or one of Contractor’s suppliers elects to take possession of the surplus material without expense to the City. Payment for surplus materials that have been purchased and shipped or delivered to the Project will be made at the Contract bid price when the pay item covers the furnishing and delivering of the material only. 377 GC - 30 When the Contract bid price covers the furnishing and placing of the material, the City will take possession of the surplus materials that have been purchased and shipped or delivered to the Project, or will order the material returned to the supplier for credit and will pay the Contractor the actual purchase price of the material plus transportation costs, to which will be added fifteen percent (15%) of the total thereof, and from which will be deducted any credits received by the Contractor for materials returned. Materials that have been ordered but have not been consigned for shipment shall be paid for upon delivery the same as materials in transit or delivered only when the supplier is unwilling to cancel or modify the order such as in the case of materials requiring special manufacture, fabrication, or processing so as to be unsuitable for general use. In no case shall payment for surplus materials exceed the Contract Price for the materials complete in place. Contractor shall furnish invoices or an affidavit showing the purchase price and transportation charges on materials to be taken over by the City. Surplus materials that are taken over by the City shall be delivered to the storage sites designated by the Engineer. Except as above provided, no payment shall be made to Contractor for any materials that are not incorporated in the Work. Materials shall be ordered in the quantities needed unless a specific quantity is to be furnished by direct order of the Engineer. CLAIMS AND PROTESTS A. General A Claim is a demand or assertion by one of the parties seeking, as a matter of right, payment of money, a change in the Contract Time, or other relief with respect to the terms of the Contract. The term “Claim” also includes other disputes and matters in question between the City and Contractor arising out of or relating to the Contract. The responsibility to substantiate Claims shall rest with the party making the Claim. This Section does not require the City to file a Claim in order to impose liquidated damages in accordance with the Contract Documents. B. Time Limit on Claims The City and Contractor shall commence all Claims and causes of action against the other and arising out of or related to the Contract, whether in contract, tort, breach of warranty or otherwise, in accordance with the requirements of this Section and within the period specified by applicable law, but in any case not more than one year 378 GC - 31 after the date of Substantial Completion of the Work. The City and Contractor waive all Claims and causes of action not commenced in accordance with this Section. C. Notice of Claims Claims by either the City or Contractor shall be initiated by notice to the other party and shall be initiated within ten (10) days after occurrence of the event giving rise to such Claim or within ten (10) days after the claimant first recognizes, or reasonably should have recognized, the condition giving rise to the Claim, whichever is later. Any Claim not made within ten (10) days shall be deemed waived. D. Continuing Contract Performance Pending final resolution of a Claim, except as otherwise agreed in writing, Contractor shall proceed diligently with performance of the Contract and the City shall continue to make payments in accordance with the Contract Documents. The Contract Price and Contract Time shall be adjusted in accordance with the resolution of the Claim, subject to the right of either party to proceed in accordance with this section. E. Claims for Additional Cost If Contractor wishes to make a Claim for an increase in the Contract Price, notice as provided in Subsection 1C above shall be given before proceeding to execute the portion of the Work that is the subject of the Claim. Prior notice is not required for Claims relating to an emergency endangering life or property. F. Claims for Additional Time If Contractor wishes to make a Claim for an extension of the Contract Time, Contractor shall request an extension as set forth in Section 4 of the Special Conditions. G. Mediation Claims, disputes, or other matters in controversy arising out of or related to the Contract, except those waived as provided for in the Contract Documents, shall be subject to mediation as a condition precedent to commencement of litigation. The parties shall endeavor to resolve their Claims by mediation which shall be administered by a mediator mutually agreed upon by the parties. A request for mediation shall be made in writing, delivered to the other party to the Contract and shall be completed within ninety (90) days from the date the request for mediation was delivered to the other party. The parties shall share the mediator’s fee and any filing fees equally. The mediation shall be held in Hennepin County, Minnesota, unless another location is mutually agreed upon. Agreements reached in mediation shall be enforceable as settlement agreements in any court having jurisdiction thereof. 379 GC - 32 PAYMENT FOR UNCLASSIFIED AND FORCE ACCOUNT WORK Unclassified Work authorized by the Engineer, will be paid for at a unit price, lump sum or on a Force Account basis. All Force Account Work shall be paid for in the following manner: A. For all labor and foremen in the direct charge of the specific Work, Contractor will receive the actual wages paid for each and every hour that said labor and foreman are actually engaged in such Work, plus the cost of bond, insurance and taxes, to which cost shall be added twenty (20) percent of the sum thereof. No charge shall be made by Contractor for organization or overhead expense. B. For all materials used, Contractor will receive the actual cost of such materials including freight charges as shown by original receipted bills, to which cost shall be added ten (10) percent of the sum thereof. Where materials are specifically purchased for use on Unclassified Work but are taken from Contractor's stock, Contractor shall submit an affidavit of the quantity, price and freight on such materials in lieu of original bills and invoices. This affidavit shall be approved by the Engineer. C. For any machinery, trucks or equipment, including fuel and lubricants, which it may be deemed necessary or desirable to use, Contractor will receive a reasonable rental price, to be agreed upon in writing before such Work is begun, for each and every hour that said machinery, trucks and equipment are in use on such Work, and to which sum no percentage will be added. Such rental price shall not exceed the rates established by the A.G.C. for this district. The compensation as herein provided shall be received by Contractor as payment in full for Unclassified Work done by Force Account and said twenty (20) percent for labor and said ten (10) percent for materials shall be agreed to cover profit, superintendence, general expense, overhead, and the use of small tools and equipment for which no rental is allowed. Contractor or Contractor’s representative and the Engineer or the Engineer’s representative shall compare records of Force Account Work at the end of each day. Copies of these records shall be made in triplicate on Force Account forms, provided for this purpose by the Engineer and signed by both parties. To all such claims for Force Account Work, Contractor shall attach receipted bills for, or affidavit of, materials used and freight receipts covering freight on such materials used, and said claims shall be presented to the Engineer for payment not later than the twentieth (20th) day of the month following that in which the Work was actually performed and shall include all labor charges and material charges insofar as they can be verified. Should Contractor refuse or fail to prosecute such Unclassified Work as directed, or to submit this claim as required, the City may withhold payment of all current 380 GC - 33 estimates until Contractor's refusal or failure is eliminated, or, after giving Contractor due notice, the City may make payment for said Work on a basis of a reasonable estimate of the value of the Work performed. PARTIAL PAYMENTS Unless payments are withheld by the City for reasons herein before stated, payment will be made at least once a month on a basis of ninety-five (95) percent of the Work done, provided that the Work is progressing to the satisfaction of the Engineer; provided further, however, that when ninety-five (95) percent or more of the Work is completed, the City, in its sole discretion, may determine that something less than five (5) percent need be retained to protect the City's interest in satisfactory completion of the Contract. Monthly estimates may include the value of acceptable materials required for the Work, which have been delivered to the Project, and for which acceptable provisions have been made for the preservation and storage. From the total value of the materials so reported, five (5) percent shall be retained. Such material, when so paid for by the City, shall become the property of the City and in the event of default on the part of Contractor, the City may use or cause to be used such materials in the construction of the Work provided for in the Contract. The amount thus paid by the City for materials shall go to reduce estimates due Contractor as the materials are used in the Work. Minnesota Statutes, Sections 337.10, subd. 3 and 471.425, subd. 4a, requires that Contractor pay any subcontractors within ten (10) days after receipt of payment from the City for undisputed services provided by the subcontractor. Contractor shall provide proof to the City of payment to subcontractors in the form of check copies or receipts. If Contractor fails to make payments to subcontractors for undisputed Work, Contractor shall pay interest of one and one-half percent (1-1/2%) per month of any amounts not paid on time to subcontractors, with a minimum monthly interest penalty payment of ten dollars ($10). No release of any retained percentage will be made without the written approval of the Surety or Sureties, which approval shall be obtained by Contractor. Any such release may be optional with the City. FINAL PAYMENT Upon receipt of Contractor’s notice that the Work is ready for final inspection and acceptance, the Engineer shall promptly make such inspection as provided in section IV(10) of these General Conditions. When the Engineer finds the Work acceptable under the Contract Documents and the Contract fully performed, the Engineer will prepare a final estimate containing complete quantities of each and every item of Work performed by Contractor, and the value thereof (the “Final Pay Estimate”). Upon acceptance of the Final Pay Estimate by Contractor, the Engineer will (i) issue a Certificate of Final Completion; (ii) forward the Certificate of Final 381 GC - 34 Completion and Final Pay Estimate to the City Finance Director for payment; and (iii) notify Contractor and Contractor’s Surety or Sureties of the acceptance of the Work. The date of Final Completion of the Contract shall be the date on the Certificate of Final Completion and the action of the City by which Contractor is bound and the Contract concluded shall be evidenced by the Certificate of Final Completion and Final Payment. All prior certificates or estimates upon which payments may have been made are merely partial estimates and subject to correction in the final payment. CERTIFICATE OF COMPLIANCE OF MINNESOTA WITHHOLDING TAX Final payment will not be made until Contractor shall have filed with the City evidence, in the form of an affidavit, lien waiver or such other evidence as may be required, that all claims against Contractor by reason of the Contract have been fully paid or satisfactorily secured. In case such evidence is not furnished, the City may retain out of any amount due said Contractor sums sufficient to cover all lienable claims unpaid. 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. Receipt by the City Engineer of a Certificate of Compliance from the Commissioner of Taxation will satisfy this requirement. 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. SECTION IX - MISCELLANEOUS PROVISIONS NONDISCRIMINATION. Contractor agrees: A. That it shall not, in the hiring of labor or employees for the performance of any work under this Agreement, by reason of any race, creed, color, national origin, sex, gender identity, sexual orientation, or disability discriminate against any person who is qualified and available to perform the Work; B. That it shall not, in any manner, discriminate against, intimidate or prevent the employment of any person identified in clause (a) of this section, or on being hired, prevent or conspire to prevent, the person from the performance of any 382 GC - 35 work under this Agreement on account of the persons race, creed, color, national origin, sex, gender identity, sexual orientation, or disability; and C. That it shall not intentionally refuse to do business with, refuse to contract with, or discriminate in the terms, conditions, or performance of any agreement related to the Work to be performed under this Agreement because of a person’s race, creed, color, national origin, sex, gender identity, sexual orientation, or disability, unless the alleged refusal is because of a legitimate business purpose. GOVERNMENT DATA. Contractor acknowledges that, to the extent this Agreement requires Contractor to perform a government function, all of the data created, collected, received, stored, used, maintained or disseminated by Contractor in performing government functions is subject to the requirements of the Minnesota Government Data Practices Act (Minn. Stat. § 13.01 et. seq. the “MGDPA”), except to the extent the data is privileged pursuant to an exception to or exclusion from the MGDPA, and that Contractor must comply with the MGDPA as if Contractor were a government entity, including the remedies in Minn. Stat. §13.08, subject to any other appropriate exception to or exclusion from the MGDPA. Contractor agrees to promptly notify the City of any request for data that Contractor receives related to this Agreement. VENUE AND FORUM. This Agreement shall be interpreted in accordance with Minnesota law and any suit or litigation between the parties arising out of this Agreement shall be filed, tried and litigated only in Hennepin County District Court in the state of Minnesota. COUNTERPARTS. This Agreement may be executed in any number of counterparts, including electronically. Each counterpart constitutes an original and all counterparts collectively constitute one and the same instrument. The signatures of the parties need not appear on the same counterpart. ELECTRONIC SIGNATURES. Except as otherwise stated herein, documents executed, scanned and transmitted electronically and electronic signatures shall be deemed original signatures for purposes of this Agreement and all related matters. All scanned and electronic signatures shall have the same legal effect as original signatures. This Agreement, any other document necessary for the consummation of the transaction contemplated by this Agreement may be accepted, executed or agreed to through the use of an electronic signature in accordance with the Uniform Electronic Transactions Act, Minnesota Statutes Chapter 325L. Any document accepted, 383 GC - 36 executed or agreed to in conformity with such laws will be binding on each party as if it were physically executed. NOTICES. Any notices or communications required or permitted by this Agreement must be (i) given in writing; and (ii) personally delivered, mailed, by prepaid certified mail, or transmitted by facsimile or electronic mail transmission (including email or PDF), to the intended party at the mailing address or email address of such party as follows: To City: To Contractor: City of Golden Valley Attn: Jeff Oliver 7800 Golden Valley Road Golden Valley, MN 55427 joliver@goldenvalleymn.gov SEVERABILITY If any term or provision of the Contract Documents shall be invalid, illegal or unenforceable, the validity, legality and enforceability of the remaining provisions shall not in any way be affected or impaired thereby and such provision shall be ineffective only to the extent of such invalidity, illegality or unenforceability. NO WAIVER OF LEGAL RIGHTS Duties and obligations imposed by the Contract Documents and rights and remedies available thereunder shall be in addition to and not a limitation of duties, obligations, rights, and remedies otherwise imposed or available by law. No action or failure to act by the City, or Engineer shall constitute a waiver of a right or duty afforded them under the Contract, nor shall such action or failure to act constitute approval of or acquiescence in a breach thereunder, except as may be specifically agreed upon in writing. 384 385 APPENDICIES Appendix A Technical Specifications and Planting Details for Furnishing and Installation of Trees and Shrubs Appendix B Construction Striper Operations Daily Log Appendix C Asbestos and PCB Information Sheets Appendix D Erosion Control Inspection Form Appendix E Accessibility, Design, Policy and Implementation Manual for Public Rights-of-Way Appendix F Sewer/Water Utility – Tracer Wire Specification Appendix G Online Bidding Instructions Appendix H 2024 PMP Design Geotechnical Recommendations 386 387 Appendix A Technical Specifications and Planting Details for Furnishing and Installation of Trees and Shrubs 388 389 S:\FJ\G\Goldv\Common\city cadd stds rev 1_24_08\City Standard Specs\Appendix Informaton\Apx A Trees.doc 1 TECHNICAL SPECIFICATIONS AND PLANTING DETAILS FOR FURNISHING AND INSTALLATION OF TREES AND SHRUBS GENERAL: Requirements of the Conditions of the Contract and General Conditions of these Specifications apply to all work under this section. GENERAL PROVISIONS 1. PLANT MATERIAL A. Nursery stock shall meet the American Standard for Nursery Stock, ANSI- Z60.1 latest edition, of the American Association of Nurserymen, as to grading and quality. All plant material shall be labeled true to type and name in accordance with the standardized plant names. B. All plant material shall be nursery grown, freshly dug, true to natural form, well branched, self-supporting with one straight, original terminal leader intact. C. All plant material shall be free of insect infestations, and shall have been grown under climatic conditions as specified in the planting detail. D. All plant material shall be of the size no less than as indicated on the plant material list, and have been root pruned or transplanted once between October 1989 and December 1993. E. All plant material shall be inspected and selected by the City Forester at the place of growth and upon delivery for conformity to Specification requirements. Such approval shall not impair the right of inspection and rejection during the installation process. 2. DIGGING AND HANDLING A. All trees shall be adequately balled in burlap (BB) in sizes as specified in the planting detail. Trees with loose, broken or manufactured balls will be rejected. B. Balled in burlap (BB) plants that cannot be planted immediately on delivery shall be set on unfrozen ground, and be well protected with soil, hay, mulch, wood chips or other acceptable material. Plant materials which are stored at the site and which have excessively dry tops and root balls, or frozen root balls, shall be rejected and replaced. 390 2 3. PLANTING (also see planting details) A. Locations - Before any excavation is to begin, the City Forester shall stake locations of all plantings. The Contractor will be furnished with a plan indicating the species to be planted and their locations. B. Backfill Soil - Use soil excavated from planting holes. Remove all debris including rocks larger than 3" in diameter. All backfill soils replaced around the planting ball shall be well compacted, or the Contractor will be asked to return and complete the job. C. Root Collar - Remove all materials used to secure the root ball/basket to the root collar (see planting detail). D. Mulch Material - Mulch for all trees and shrub beds shall be processed shredded hardwood mulch, free from any soil, twigs, leaves, rock, weeds and synthetic matter (see mulching detail for requirements). E. Watering Guidelines - All plant materials must be watered in at the time of planting by the Contractor, and according to the following guidelines. Plant Type Average amount of water per application (gallons) Machine Transplanted Trees 50-100 (25" caliper +) Balled and Burlap Trees 20 Balled and Burlap Shrubs 10 Container Shrubs 7 F. Tree Wrapping - When planting in fall, wrap all smooth-barked tree trunks up to the first functional crotch with wrapping material specifically designed and manufactured for horticultural use. G. Tree Pruning - Prune plants only at time of planting, and according to standard horticulture practice, to preserve the natural character and branch structure of the plant. Remove all dead or broken branches and competing terminal branches at time of planting. Also, remove any identification labels. H. Tree Staking - No plant materials shall be staked unless specifically approved by the City Forester. If all planting guidelines are followed correctly, tree staking will not be necessary. If a tree leans or rotates in its planting bed during the warranty period, the Contractor will replant the tree by the end of the warranty period. I. Planting Beds - All planting beds to be mulched will be marked by the City Forester. City crews will remove the sod in these areas prior to planting and edging. 391 S:\FJ\G\Goldv\Common\city cadd stds rev 1_24_08\City Standard Specs\Appendix Informaton\Apx A Trees.doc 3 4. MAINTENANCE Maintenance shall begin immediately after planting begins, and shall continue in accordance with the following requirements. A. All plant materials shall be protected and maintained until November 15 of the year following the initial planting. B. Maintenance shall include, but not be limited to; watering, cultivating, mulching, removal of dead material and re-setting plants to proper depth or upright positions. Any damage to adjoining landscaping shall be the responsibility of the Contractor, and shall be repaired or replaced to the City Forester’s satisfaction with no additional compensation. 5. ACCEPTANCE OF WORK A. Prior to the end of the guarantee period, the City Forester will make an inspection of the Project and notify the Contractor of any dead, defective or missing plants that must be replaced, and as to any other work that must be performed prior to acceptance. Replacements may not be required where, in the opinion of the Forester, the planting design is not adversely affected. Dead or defective plants shall be removed and replaced where so ordered. B. Where replacements are required, the Contractor will be ordered to furnish and install the replacement plants immediately, or at the beginning of the next planting season, as the Forester considers most appropriate. As a condition for acceptance of this work, plant maintenance operations shall not be past due at the time of the final inspection. 6. PLANT GUARANTEE AND REPLACEMENT A. Guarantee plant material for two full years minimum, and not less than two continuous growing seasons from time of installation. B. At the end of the guarantee period, an inspection will be made. Any tree installed under this Contract that is dead or does not meet the standard plant material guidelines shall be removed. These and any trees missing shall be replaced as soon as conditions permit, but during the normal planting season (see planting detail). In the case of any questions regarding the marginal condition and/or satisfactory establishment of an individual tree, the City may elect to allow such tree to remain through another complete growing season at which time the tree, if found to be dead or in an unhealthy or badly impaired condition, shall be replaced. C. All replacements shall be trees of the same kind and size as specified in the specification list. Trees larger than those specified may be substituted upon approval of the City Engineer. They shall be furnished and replaced as specified in the Contract; the cost shall be borne by the Contractor. 392 This Page Left Blank Intentionally 393 Appendix B Construction Striper Operations Daily Log 394 395 Construction Striper Operations Daily Log Comments_____________________________________________________________________________________ ______________________________________________________________________________________________ ______________________________________________________________________________________________ ______________________________________________________________________________________________ Mail Original to: Office of Traffic, Safety and Technology Attn: Pavement Marking Engineer (Ethan Peterson) 1500 W. County Road B2, Mailstop 725 Roseville, MN 55113 Or Fax to: 651-234-7370 Mn/DOT District County City S.P. Route Designation Route Number *Beginning M.P. *Ending M.P. Mn/DOT Proj. Contact Mn/DOT Proj. Contact # Location Description Date Striped Contractor Striper ID Striper Operator Striper Operator Contact # *Mile Post Reference (NOT Station) are required for each form and should reference actual striping not just project limits Materials Latex Epoxy Poly-Preform Thermoplastic Other Material ( ) Wet Reflective (WR) Supplier Product Lot # White-Gallons/Mils / Supplier Product Lot # Yellow-Gallons/Mils / Supplier Product Lot # Other ( ) Gal/Mils / Beads Supplier Product Lot # Beads = lbs (WR)Beads Supplier (WR)Product (WR)Lot # (WR)Beads lbs Environmental Information Bit Concrete Sealcoat Microsurface Other Surface (Specify) Rumble strip Road Surface Age Old New (Includes Milled Surfaces) Inlaid Ground-In Grooved Depth Mils Other Placement Method (Specify) Ambient Temp (°F) Surface Temp (°F) Humidity (%) Dew Point (°F) Wind Direction/Speed / Sunny/Cloudy/Mix Longitudinal Lines Quantity (ft) Quantity (ft) Quantity (ft) 4” Solid White 4” Solid Yellow 8” Dotted White 6” Solid White 4” Double Solid Yellow 7” Broken White 8” Solid White 6” Solid Yellow 7” Dotted White 12” Solid White (1) 24” Solid Yellow (3) 11” Broken White 24” Solid White (2) 7” Solid Yellow 11” Dotted White 36” Solid White 4” Broken White 4” Broken Yellow 7” Solid White 4” Dotted White 7” Broken Yellow 11” Solid White 8” Broken White Other (Specify) (1) use for Stop Bars and Crosshatching, (2) use for Stop Bars, Crosshatching and Airplane Markers, (3) use for Crosshatching Pavement Messages Quantity (ea) Quantity (ea) Quantity (ea) Left Arrow Right-Thru-Left Arrow “SCHOOL XING” Left-Thru Arrow Handicapped Symbol “TRAIL XING” Thru Arrow HOV Diamond Symbol “SIGNAL AHEAD” Right Arrow “AIRPLANE MARKER” “STOP” Right-Thru Arrow “ONLY” “STOP AHEAD” Fish-Hook Arrow “PED XING” Bike Symbol Transition Arrow “RR XING” Quantity (ft2) Other (Specify) Zebra Crosswalk Revised 10/15/16 396 397 Appendix C Asbestos and PCB Information Sheets 398 399 ASBESTOS INFORMATION SHEET Non-friable asbestos is present in some pipe wrap found on old piping within CenterPoint Energy’s gas distribution system. This information sheet was prepared to provide interested parties with facts about asbestos as found in our system. What is asbestos? Asbestos is a group of silicate minerals formerly added to products to provide strength or insulating properties. Asbestos handling and disposal is closely regulated by the MN Pollution Control Agency (MPCA), OSHA, and MN Department of Health (MDH). Are there different kinds of asbestos? Asbestos can be placed into two broad categories, friable and non-friable. Friable asbestos can easily become airborne and is hazardous to handle. Non-friable asbestos cannot be crumbled to a powder under hand pressure and is not hazardous if handled correctly. Where is asbestos found in CenterPoint Energy’s system? Asbestos is no longer present in any new products used by CenterPoint Energy. However, in the past, asbestos was used to strengthen pipe wrap, and some of the pipe that is coated with asbestos-containing wrap remains in service. Asbestos may also be found in some old gaskets used by CenterPoint Energy. The asbestos present in pipe wrap and gaskets is considered non-friable. How does CenterPoint Energy comply with asbestos regulations? Before starting a project that may require handling of pipe, CenterPoint Energy determines if the pipe was installed during the period when asbestos-containing wrap was used. If there is a potential that the wrap contains asbestos, a MDH Certified professional collects a sample of the wrap. The sample is analyzed and if asbestos is detected, certain handling requirements must be followed. The MPCA allows abandoned pipe with asbestos-containing wrap to be left in the ground. In fact, in most instances they prefer that it be left undisturbed. However, if it is necessary to remove the pipe, CenterPoint Energy’s crews and contractors have been trained in the proper handling and disposal procedures. What are the health and safety considerations? Non-friable asbestos does not present a health hazard if handled properly. Only procedures that could cause the asbestos to become airborne would make non-friable asbestos hazardous. Procedures to be avoided include cutting, grinding, and otherwise crushing the materials. CenterPoint Energy crews and contractors have been trained in proper handling of our asbestos-containing wrap to minimize exposure to themselves or the public. Who can I contact at CenterPoint Energy if I have more questions about asbestos? Customer Service Residential: (612) 372-4727 Commercial: (612) 321-4939 400 This Page Left Blank Intentionally 401 Appendix D Erosion Control Inspection Form 402 403 Project: Contractor: Phone: Type of Inspection (circle)Routine >0.5" Rain Erosion Control Supervisor: Date: Time: 1. Have all dormant, disturbed areas been temporarily stabilized in their entireties?Yes No 1. Is the fence at least 4" to 6" into the ground?Yes No 2. Is the trench backfilled to prevent runoff from cutting underneath the fence?Yes No 3. Is the fence pulled tight so it won't sag when water builds up behind it?Yes No 4. Are the ends brought upslope of the rest of the fence so as to prevent runoff from going around the ends? Yes No Erosion Control Inspection Sheet SILT FENCE INSPECTIONS MUST BE CONDUCTED ONCE EVERY 7 DAYS AND WITHIN 24 HOURS OF A 0.5" OR GREATER RAINFALL. ALL SEDIMENT CONTROLS MUST BE INSTALLED PRIOR TO GRADING AND WITHIN 7 DAYS OF FIRST GRUBBING TEMPORARY STABILIZATION 5. Is the fence placed on a level contour? If not, the fence will only act as a diversion.Yes No 6. Have all the gaps and tears in the fence been eliminated.Yes No 1. Does water pond around the inlet when it rains?Yes No 2. Has the fabric been replaced when it develops tears or sags?Yes No 3. For curb inlet protection, does the fabric cover the entire grate, including the curb window? For yard inlet protection, does the structure encircle the entire grate? Yes No 4. Is the fabric properly entrenched or anchored so that water passes through it and not under it?Yes No 5. For yard inlet protection, is the fabric properly supported to withstand the weight of water and prevent sagging? The fabric should be supported by a wood frame with cross braces, or straw bales. Yes No INLET PROTECTION S:\FJ\G\Goldv\119099\5ͲfinalͲdsgn\52ͲspecsͲprojͲman\2013PMP\EROSIONCONTROLINSPECTIONFORM.xlsx404 1. Has an area been designated for washing out concrete trucks? Washings must be contained on site within a bermed area until they harden. The washings should never be directed toward a watercourse, ditch or storm drain. Yes No 2. Are streets swept as often as necessary to keep them clean and free from sediment? Yes No 3. Are stockpiles of soil or other materials stored away from any watercourse, ditch or storm drain?Yes No NOTES: NON-SEDIMENT POLLUTION CONTROL NOTES ON CORRECTIONS MADE: DATE SIGNATURE: S:\FJ\G\Goldv\119099\5ͲfinalͲdsgn\52ͲspecsͲprojͲman\2013PMP\EROSIONCONTROLINSPECTIONFORM.xlsx405 Appendix E Accessibility, Design, Policy and Implementation Manual for Public Rights-of-Way 406 407 A COPY OF THE COMPLETE MANUAL IS AVAILABLE AT THE OFFICE OF THE CITY ENGINEER 408 This Page Left Blank Intentionally 409 Appendix F Sewer/Water Utility – Tracer Wire Specification 410 411 Sewer/Water Utility - Trace Wire Specification This Standard specification was prepared by Joe Rubbelke (joe.rubbelke@gmail.com), Jeff Dale (jeff.dale@mrwa.com) and Frank Stuemke (frank.stuemke@mrwa.com), and is a work-in-progress, intended for redistribution, modification and immediate use by any municipality (March 2014). The end user must accept all liabilities and hold harmless the contributors of this information. Materials General All trace wire and trace wire products shall be domestically manufactured in the U.S.A. All trace wire shall have HDPE insulation intended for direct bury, color coated per APWA standard for the specific utility being marked. Trace wire x Open Trench - Trace wire shall be #12 AWG Copper Clad Steel, High Strength with minimum 450 lb. break load, with minimum 30 mil HDPE insulation thickness. x Directional Drilling/Boring - Trace wire shall be #12 AWG Copper Clad Steel, Extra High Strength with minimum 1,150 lb. break load, with minimum 30 mil HDPE insulation thickness. x Trace wire – Pipe Bursting/Slip Lining - Trace wire shall be 7 x 7 Stranded Copper Clad Steel, Extreme Strength with 4,700 lb. break load, with minimum 50 ml HDPE insulation thickness. Connectors x All mainline trace wires must be interconnected in intersections, at mainline tees and mainline crosses. At tees, the three wires shall be joined using a single 3-way lockable connector. At Crosses, the four wires shall be joined using a 4-way connector. Use of two 3-way connectors with a short jumper wire between them is an acceptable alternative. x Direct bury wire connectors – shall include 3-way lockable connectors and mainline to lateral lug connectors specifically manufactured for use in underground trace wire installation. Connectors shall be dielectric silicon filled to seal out moisture and corrosion, and shall be installed in a manner so as to prevent any uninsulated wire exposure. x Non locking friction fit, twist on or taped connectors are prohibited. Termination/Access x All trace wire termination points must utilize an approved trace wire access box (above ground access box or grade level/in-ground access box as applicable), specifically manufactured for this purpose. x All grade level/in-ground access boxes shall be appropriately identified with “sewer” or “water” cast into the cap and be color coded. x A minimum of 2 ft. of excess/slack wire is required in all trace wire access boxes after meeting final elevation. x All trace wire access boxes must include a manually interruptible conductive/connective link between the terminal(s) for the trace wire connection and the terminal for the grounding anode wire connection. x Grounding anode wire shall be connected to the identified (or bottom) terminal on all access boxes. 412 Sewer/Water Utility - Trace Wire Specification This Standard specification was prepared by Joe Rubbelke (joe.rubbelke@gmail.com), Jeff Dale (jeff.dale@mrwa.com) and Frank Stuemke (frank.stuemke@mrwa.com), and is a work-in-progress, intended for redistribution, modification and immediate use by any municipality (March 2014). The end user must accept all liabilities and hold harmless the contributors of this information. x Service Laterals on public property - Trace wire must terminate at an approved grade level/in- ground trace wire access box, located at the edge of the road right-of-way, and out of the roadway. x Service Laterals on private property - Trace wire must terminate at an approved above-ground trace wire access box, affixed to the building exterior directly above where the utility enters the building, at an elevation not greater than 5 vertical feet above finished grade, or terminate at an approved grade level/in-ground trace wire access box, located within 2 linear feet of the building being served by the utility. x Hydrants – Trace wire must terminate at an approved above-ground trace wire access box, properly affixed to the hydrant grade flange. (affixing with tape or plastic ties shall not be acceptable) x Long-runs, in excess of 500 linear feet without service laterals or hydrants - Trace wire access must be provided utilizing an approved grade level/in-ground trace wire access box, located at the edge of the road right-of-way, and out of the roadway. The grade level/in-ground trace wire access box shall be delineated using a minimum 48” polyethylene marker post, color coded per APWA standard for the specific utility being marked. Grounding x Trace wire must be properly grounded at all dead ends/stubs x Grounding of trace wire shall be achieved by use of a drive-in magnesium grounding anode rod with a minimum of 20ft of #14 red HDPE insulated copper clad steel wire connected to anode (minimum 0.5 lb.) specifically manufactured for this purpose, and buried at the same elevation as the utility. x When grounding the trace wire at dead ends/stubs, the grounding anode shall be installed in a direction 180 degrees opposite of the trace wire, at the maximum possible distance. x When grounding the trace wire in areas where the trace wire is continuous and neither the mainline trace wire or the grounding anode wire will be terminated at/above grade, install grounding anode directly beneath and in-line with the trace wire. Do not coil excess wire from grounding anode. In this installation method, the grounding anode wire shall be trimmed to an appropriate length before connecting to trace wire with a mainline to lateral lug connector. x Where the anode wire will be connected to a trace wire access box, a minimum of 2 ft. of excess/slack wire is required after meeting final elevation. Installation General x Trace wire installation shall be performed in such a manner that allows proper access for connection of line tracing equipment, proper locating of wire without loss or deterioration of low frequency (512Hz) signal for distances in excess of 1,000 linear feet, and without distortion of signal caused by multiple wires being installed in close proximity to one another. x Trace wire systems must be installed as a single continuous wire, except where using approved connectors. No looping or coiling of wire is allowed. 413 Sewer/Water Utility - Trace Wire Specification This Standard specification was prepared by Joe Rubbelke (joe.rubbelke@gmail.com), Jeff Dale (jeff.dale@mrwa.com) and Frank Stuemke (frank.stuemke@mrwa.com), and is a work-in-progress, intended for redistribution, modification and immediate use by any municipality (March 2014). The end user must accept all liabilities and hold harmless the contributors of this information. x Any damage occurring during installation of the trace wire must be immediately repaired by removing the damaged wire, and installing a new section of wire with approved connectors. Taping and/or spray coating shall not be allowed. x Trace wire shall be installed at the bottom half of the pipe and secured (taped/tied) at 5’ intervals. x Trace wire must be properly grounded as specified. x Trace wire on all service laterals/stubs must terminate at an approved trace wire access box located directly above the utility, at the edge of the road right-of-way, but out of the roadway. (See Trace wire Termination/Access) x At all mainline dead-ends, trace wire shall go to ground using an approved connection to a drive-in magnesium grounding anode rod, buried at the same depth as the trace wire. (See Grounding) x Mainline trace wire shall not be connected to existing conductive pipes. Treat as a mainline dead- end, ground using an approved waterproof connection to a grounding anode buried at the same depth as the trace wire. x All service lateral trace wires shall be a single wire, connected to the mainline trace wire using a mainline to lateral lug connector, installed without cutting/splicing the mainline trace wire. x In occurrences where an existing trace wire is encountered on an existing utility that is being extended or tied into, the new trace wire and existing trace wire shall be connected using approved splice connectors, and shall be properly grounded at the splice location as specified. Sanitary Sewer System x A mainline trace wire must be installed, with all service lateral trace wires properly connected to the mainline trace wire, to ensure full tracing/locating capabilities from a single connection point. x Lay mainline trace wire continuously, by-passing around the outside of manholes/structures on the North or East side. x Trace wire on all sanitary service laterals must terminate at an approved trace wire access box color coded green and located directly above the service lateral at the edge of road right of way. Water System x A mainline trace wire must be installed, with all service lateral trace wires properly connected to the mainline trace wire, to ensure full tracing/locating capabilities from a single connection point. x Lay mainline trace wire continuously, by-passing around the outside of valves and fittings on the North or East side. x Trace wire on all water service laterals must terminate at an approved trace wire access box color coded blue and located directly above the service lateral at the edge of road right of way. x Above-ground tracer wire access boxes will be installed on all fire hydrants. x All conductive and non-conductive service lines shall include tracer wire. 414 Sewer/Water Utility - Trace Wire Specification This Standard specification was prepared by Joe Rubbelke (joe.rubbelke@gmail.com), Jeff Dale (jeff.dale@mrwa.com) and Frank Stuemke (frank.stuemke@mrwa.com), and is a work-in-progress, intended for redistribution, modification and immediate use by any municipality (March 2014). The end user must accept all liabilities and hold harmless the contributors of this information. Storm Sewer System This section shall be included at the discretion of the facility owner. x If the storm sewer system includes service laterals for connection of private drains and tile lines, it shall be specified the same as a sanitary sewer application. x Lay mainline trace wire continuously, by-passing around the outside of manholes/structure on the North or East side. Prohibited Products and Methods The following products and methods shall not be allowed or acceptable x Uninsulated trace wire x Trace wire insulations other than HDPE x Trace wires not domestically manufactured x Non locking, friction fit, twist on or taped connectors x Brass or copper ground rods x Wire connections utilizing taping or spray-on waterproofing x Looped wire or continuous wire installations, that has multiple wires laid side-by-side or in close proximity to one another x Trace wire wrapped around the corresponding utility x Brass fittings with trace wire connection lugs x Wire terminations within the roadway, i.e. in valve boxes, cleanouts, manholes, etc. x Connecting trace wire to existing conductive utilities Testing All new trace wire installations shall be located using typical low frequency (512Hz) line tracing equipment, witnessed by the contractor, engineer and facility owner as applicable, prior to acceptance of ownership. This verification shall be performed upon completion of rough grading and again prior to final acceptance of the project. Continuity testing in lieu of actual line tracing shall not be accepted. 415 Sewer/Water Utility - Trace Wire Specification This Standard specification was prepared by Joe Rubbelke (joe.rubbelke@gmail.com), Jeff Dale (jeff.dale@mrwa.com) and Frank Stuemke (frank.stuemke@mrwa.com), and is a work-in-progress, intended for redistribution, modification and immediate use by any municipality (March 2014). The end user must accept all liabilities and hold harmless the contributors of this information. Products The following products have been deemed acceptable and appropriate. These products are a guide only to help you choose the correct applications for your tracer wire project. x Copper clad Steel (CCS) trace wire o Open Trench – Copperhead #12 High Strength part # 1230-HS o Directional Drilling/Boring - Copperhead Extra High Strength part # 1245*EHS o Pipe Bursting/Slip Lining – Copperhead SoloShot Extreme Strength 7 x 7 Stranded part # PBX-50 x Connectors o Copperhead 3-way locking connector part # LSC1230* o DryConn 3- way Direct Bury Lug: Copperhead Part # 3WB-01 x Termination/Access o Non-Roadway access boxes applications: Trace wire access boxes Grade level Copperhead adjustable lite duty Part # LD14*TP o Concrete / Driveway access box applications: Trace wire access boxes Grade level Copperhead Part # CD14*TP 14” o Fire hydrant trace wire access box applications: Above ground two terminal with 1” conduit. Copperhead part # T3-75-F (Cobra T3 Test Station, denoting “F” includes mounting flange) x Grounding o Drive in Magnesium Anode: Copperhead Part # ANO-1005 (1.5 lb) Manufacture product options: The information provided by Copperhead Industries gives you product options to help you choose the correct wire – termination/access points – connectors and grounding products. Other manufactures provide these products; this information is only a guide. 416 SNAKEPIT BRACKET Accessory for SnakePit® Access Points FEATURES AND BENEFITS x Secures SnakePit® Access Point to curb box x Eliminates shifting of SnakePit® Access Point during backfilling and/or ground settling x Fits all SnakePit® Access Points APPLICATION Secures SnakePit® Access Point to curb box to keep in place during backfill and future ground shifting. SP-BRACKET -E]MYRBWc3aMPYRc copperheadwire.com | 877-726-5644 | 9530 Fallon Avenue NE / P.O. Box 1081 Monticello, MN 55362 MADE IN THE USA 2” SPECIFICATIONS MATERIAL AND DESIGN Bracket Material •3/16” steel arm •10 AWG steel brackets •Black powder-coated finish •Includes hardware •4 -4” zinc-plated bolts •4 nuts Shape •“I” shape with brackets at each end •Brackets at ends expand to accommodate diameters up to 3” QUALITY ASSURANCE •Copperhead products are manufactured under a quality control system that ensures products are free of defects and meet performance requirements. •Copperhead provides best-in-class customer service. We promise to put forth our best efforts for our customers and to treat everyone we encounter with courtesy and respect. SnakePit Access Point (sold separately) Curb Box (not included) 417 NOTES: 1. WIRE SHOWN AWAY FROM PIPE FOR CLARITY. WIRE SHALL BE INSTALLED ON THE BOTTOM SIDE OF THE PIPE BELOW THE SPRING LINE. THE WIRE SHALL BE FASTENED TO THE PIPE WITH TAPE OR PLASTIC TIES AT 5' INTERVALS. TRACE WIRE PLAN (WATER) NO SCALE WATER MAIN (TYP) #12 AWG COPPER CLAD STEEL - BLUE (TYP) WATER SERVICE (TYP) WATER MAIN CROSS 4-WAY CONNECTOR OR TWO 3-WAY CONNECTORS WITH SHORT JUMPER WIRE MAINLINE TO LATERAL LUG CONNECTOR (TYP) GRADE LEVEL / IN-GROUND TRACE WIRE ACCESS BOX AND DRIVE-IN MAGNESIUM GROUNDING ANODE (SEE WATER SERVICE DETAIL) CURB STOP (TYP)ABOVE GROUND ACCESS BOX SECURED TO HYDRANT FLANGE (SEE HYDRANT DETAIL) HYDRANT TRACE WIRE ON EAST SIDE OF WATER MAIN PIPE TRACE WIRE ON NORTH SIDE OF WATER MAIN PIPE DRIVE-IN MAGNESIUM GROUNDING ANODE (TYP) N MINNESOTA RURAL WATER ASSOCIATION STANDARD DETAIL L:\Library\Municipal\Professional Associations\Rural Water Details\Trace Wire Details 5.28.14.dwg TRACE WIRE SAMPLE WATER PLAN May 28, 2014 418 TAPE OR PLASTIC TIE (TYP) 5.0' MAX MAINLINE TO LATERAL LUG CONNECTOR 1.0' MAX 1.0' MAX WATER SERVICE - PLAN VIEW NO SCALE WATER SERVICE - SECTION VIEW NO SCALE GRADE LEVEL / IN-GROUND TRACE WIRE ACCESS BOX ON NORTH OR EAST SIDE OF WATER SERVICE DRIVE-IN MAGNESIUM GROUNDING ANODE ROD RIGHT-OF-WAY LINE WATER SERVICE #12 AWG COPPER CLAD STEEL - BLUE (TYP) NOTES: 1. WIRE SHOWN AWAY FROM PIPE FOR CLARITY. WIRE SHALL BE INSTALLED IMMEDIATELY ADJACENT TO THE SERVICE PIPE. THE WIRE SHALL BE FASTENED TO THE PIPE WITH TAPE OR PLASTIC TIES AT 5' INTERVALS. CURB STOP BOX CURB STOP BOXGRADE LEVEL / IN-GROUND TRACE WIRE ACCESS BOX TO BE INSTALLED ON NORTH OR EAST SIDE OF WATER SERVICE #14 AWG COPPER CLAD STEEL - RED, FACTORY CONNECTED TO GROUND ROD CURB STOP DO NOT SECURE WIRES TO CURB STOP BOX AS TO ALLOW FOR ADJUSTMENTS WITHOUT DAMAGING WIRE WIRE CONTINUES WITH WATER SERVICE AND CONNECTS TO MAINLINE WIRE (SEE PLAN VIEW ABOVE) DRIVE-IN MAGNESIUM GROUNDING ANODE ROD 1.5' MAX COIL 2' OF EXTRA RED AND BLUE WIRE IN ACCESS BOX. RED WIRE IS FROM GROUNDING ANODE AND BLUE WIRE IS TRACE WIRE ON SERVICE PIPE THAT CONNECTS TO THE MAIN LINE WIRE. WATER MAIN SERVICE SADDLE FINISHED GRADE #12 AWG COPPER CLAD STEEL - BLUE (TYP) N MINNESOTA RURAL WATER ASSOCIATION STANDARD DETAIL L:\Library\Municipal\Professional Associations\Rural Water Details\Trace Wire Details 5.28.14.dwg TRACE WIRE WATER SERVICE DETAIL May 28, 2014 419 HYDRANT - PLAN VIEW NO SCALE HYDRANT - SECTION VIEW NO SCALE TAPE OR PLASTIC TIE (TYP) TRACE WIRE AROUND NORTH OR EAST SIDE OF FITTINGS TRACE WIRE AROUND NORTH OR EAST SIDE OF FITTINGS WIRE UNDERNEATH NORTH OR EAST SIDE OF HYDRANT LEAD WIRE UNDERNEATH EAST SIDE OF WATER MAIN 5.0' MAX 1.0' MAX 1.0' MAX 1.0' MAX #12 AWG COPPER CLAD STEEL - BLUE (TYP) WIRE CONTINUES UNDER HYDRANT LEAD AND CONNECTS TO MAIN LINE WIRE (SEE PLAN VIEW) DRIVE-IN MAGNESIUM GROUNDING ANODE ROD TAPE OR PLASTIC TIE (TYP) 1.0' MAX 5.0' MAX 1.0' MAX 2.0' MIN HDPE OR STAINLESS STEEL BRACKET TO PERMANENTLY SECURE ACCESS BOX TO GRADE FLANGE NEW STAINLESS STEEL BOLT TO ALLOW FOR BRACKET INSTALLATION ABOVE-GROUND TRACE WIRE ACCESS BOX DRIVE-IN MAGNESIUM GROUNDING ANODE ROD #14 AWG COPPER CLAD STEEL - RED, FACTORY CONNECTED TO GROUND ROD #12 AWG COPPER CLAD STEEL - BLUE (TYP) 3-WAY CONNECTOR 1.0' MAX ABOVE-GROUND TRACE WIRE ACCESS BOX PERMANENTLY MOUNTED TO GRADE FLANGE BOLT (SEE FRONT VIEW) WATER MAIN N MINNESOTA RURAL WATER ASSOCIATION STANDARD DETAIL L:\Library\Municipal\Professional Associations\Rural Water Details\Trace Wire Details 5.28.14.dwg TRACE WIRE HYDRANT DETAIL May 28, 2014 420 GRADE LEVEL / IN-GROUND ACCESS BOX AND DRIVE-IN MAGNESIUM GROUNDING ANODE (SEE SEWER SERVICE DETAIL) MANHOLE (TYP) MAINLINE TO LATERAL LUG CONNECTOR (TYP) SEWER SERVICE (TYP) NOTES: 1. WIRE SHOWN AWAY FROM PIPE FOR CLARITY. WIRE SHALL BE INSTALLED ON THE BOTTOM SIDE OF THE PIPE BELOW THE SPRING LINE. THE WIRE SHALL BE FASTENED TO THE PIPE WITH TAPE OR PLASTIC TIES AT 5' INTERVALS. TRACE WIRE PLAN (SEWER) NO SCALE #12 AWG COPPER CLAD STEEL - GREEN (TYP) 4-WAY CONNECTOR OR TWO 3-WAY CONNECTORS WITH SHORT JUMPER WIRE TRACE WIRE SHALL BE ROUTED AROUND MANHOLES ON THE NORTH AND/OR EAST SIDE DRIVE-IN MAGNESIUM GROUNDING ANODE (TYP) N MINNESOTA RURAL WATER ASSOCIATION STANDARD DETAIL L:\Library\Municipal\Professional Associations\Rural Water Details\Trace Wire Details 5.28.14.dwg TRACE WIRE SAMPLE SEWER PLAN May 28, 2014 N NO SCALE 421 TAPE OR PLASTIC TIE (TYP) 5.0' MAX MAINLINE TO LATERAL LUG CONNECTOR 1.0' MAX 1.0' MAX SEWER SERVICE - PLAN VIEW NO SCALE SEWER SERVICE - SECTION VIEW NO SCALE GRADE LEVEL / IN-GROUND TRACE WIRE ACCESS BOX DIRECTLY ABOVE SEWER SERVICE DRIVE-IN MAGNESIUM GROUNDING ANODE ROD RIGHT-OF-WAY LINE SEWER SERVICE ON PRIVATE SIDE #12 AWG COPPER CLAD STEEL - GREEN (TYP) NOTES: 1. WIRE SHOWN AWAY FROM PIPE FOR CLARITY. WIRE SHALL BE INSTALLED IMMEDIATELY ADJACENT TO THE SERVICE PIPE. THE WIRE SHALL BE FASTENED TO THE PIPE WITH TAPE OR PLASTIC TIES AT 5' INTERVALS. GRADE LEVEL / IN-GROUND TRACE WIRE ACCESS BOX TO BE INSTALLED DIRECTLY OVER SEWER SERVICE NEAR THE RIGHT-OF-WAY LINE #14 AWG COPPER CLAD STEEL - RED, FACTORY CONNECTED TO GROUND ROD SEWER SERVICE WIRE CONTINUES WITH SEWER SERVICE AND CONNECTS TO MAINLINE WIRE (SEE PLAN VIEW ABOVE) DRIVE-IN MAGNESIUM GROUNDING ANODE ROD #12 AWG COPPER CLAD STEEL - GREEN (TYP) CENTERLINE SEWER SERVICE COIL 2' OF EXTRA RED AND GREEN WIRE IN ACCESS BOX. RED WIRE IS FROM GROUNDING ANODE AND GREEN WIRE IS TRACE WIRE ON SERVICE PIPE THAT CONNECTS TO THE MAIN LINE WIRE. N MINNESOTA RURAL WATER ASSOCIATION STANDARD DETAIL L:\Library\Municipal\Professional Associations\Rural Water Details\Trace Wire Details 5.28.14.dwg TRACE WIRE SEWER SERVICE DETAIL May 28, 2014 422 SEWER MANHOLE - PLAN VIEW NO SCALE SEWER MANHOLE - SECTION VIEW NO SCALE N 27" DRIVE-IN MAGNESIUM GROUNDING ANODE ROD TAPE OR PLASTIC TIE (TYP) 5.0' MAX 1.0' MAX TAPE OR PLASTIC TIE (TYP) 5.0' MAX 1.0' MAX DRIVE-IN MAGNESIUM GROUNDING ANODE ROD MAINLINE TO MAGNESIUM GROUNDING ANODE LUG CONNECTOR MAINLINE TO GROUNDING ANODE LUG CONNECTOR #12 AWG COPPER CLAD STEEL - GREEN (TYP) #14 AWG COPPER CLAD STEEL - RED, FACTORY CONNECTED TO GROUND ROD TRACE WIRE SHALL BE ROUTED AROUND MANHOLES ON THE NORTH AND/OR EAST SIDE #12 AWG COPPER CLAD STEEL - GREEN (TYP) MINNESOTA RURAL WATER ASSOCIATION STANDARD DETAIL L:\Library\Municipal\Professional Associations\Rural Water Details\Trace Wire Details 5.28.14.dwg TRACE WIRE SEWER MANHOLE DETAIL May 28, 2014 423 Appendix G Online Bidding Instructions 424 425 How to Electronically Bid Projects for the City of Golden Valley For the 2024 Pavement Management Program, the City of Golden Valley will be only accepting bid submittals electronically through www.questcdn.com. Digital copies of the Bidding Documents are available at www.questcdn.com. These documents may be downloaded by entering eBidDoc #8811196 on the “Search Projects” page. For assistance and questions regarding free membership registration, downloading, and on-line bidding, contact QuestCDN by phone at 952. 233.1632 or by email at info@questcdn.com. For New Users to QuestCDN vBid™ (On-line Bidding) Prior to starting use of the QuestCDN vBid™, be sure to set up your company’s On-line Bid ID Code and update your password to higher security if required. You can do this by logging in at www.questcdn.com and going to the “My Account” page. If you do not have access to the “My Account” page, please contact the administrator at your company. A summary of steps for using www.questcdn.com for submitting electronic bids is as follows: 1. From QuestCDN, download the project documents using the project number referenced (may need to refresh after download); 2. Click on the “On-line Bid” button to go to Quest vBid™, log into the VirtuBid™ Server with your QuestCDN User Name and Password (not your On-line Bid ID Code); 3. Fill out the Qualification Information Tab and download the required documents – Save; 4. Upload any required completed documents – Save; 5. Upload Bid Bond – Save; 6. Go to the Bid Worksheet Tab and fill out all required fields or use the export and import to complete the Bid Worksheet – Save; 7. Download any issued addenda; and 8. When finished with both the Qualification Information and Worksheet Tabs, click Submit – you will need your company’s On-line Bid ID Code. This is a special passcode (your company digital signature) required only at bid submittal – it can be added or changed at www.questcdn.com on the “My Account” page. There is a link to the “My Account” page on the submission screen. (Only the system administrator’s login to your company account can access the “My Account” functions.) Bid Openings The bid date and time on the QuestCDN server screen is the official time of the bid opening. At the time of bid opening, representatives from the City of Golden Valley will open and review all electronic bids received. Preliminary Base Bid Results will be shared with all bidders on the project once the Owner has reviewed and accepted (AS READ) all the electronic bids. Bid results may be viewed at www.questcdn.com. This information will also be shared via email from QuestCDN. FAQs What kind of equipment and software do I need? It is required to have Internet capabilities on a computer running operating systems required by QuestCDN. A scanner will be required to electronically submit scanned copies of required documents for bid submission. No software needs to be downloaded to submit electronic bids. Do I need special software to download and save documents? Bid documents are delivered in Adobe PDF (Portable Document Format) (.pdf). No software investment is required, free PDF reader programs are available. (Sometimes the PDF file will be Zipped; make sure to save to the ZIP folder and then open and save the PDF files, so you do not miss any project information.) Why is the Owner accepting only electronic bid submission for their project? - Electronic bid submission reduces the number of nonconforming bids and math errors commonly seen in paper bids. 426 - Bidders now have the option to attend bid openings electronically. It also allows bidders to make changes closer to bid opening. - QuestCDN’s on-line bidding tool allows efficient bid submittal from the comfort of your home or office. - QuestCDN’s on-line bidding tool allows the uploading and submitting of forms and bid worksheet online, while a bid clock notifies the time left to submit bids. - All required bid documents are included in submittals, as well as checks and balances to assure Bidder has submitted all required documents. What Internet browsers can be used? Internet browsers, as required by QuestCDN, shall be used; Google Chrome, IE, or Edge are preferred but not required. Please make sure you have updated your browser to the most current version. How do I ensure that my bids are secure? The software program uses an encryption code and other security methods which prohibit anyone, including the Owner and the service provider from reading your bid. Once the bid opening time is reached, the Owner can read bids but cannot alter the bids in any way. Bidders do not have the ability to see other bids until the Owner chooses to share the bids. The Owner will only share Base Bid and Sections totals with all bidders on the project once they have reviewed all the electronic bids. May I make changes to my bid and submit a bid more than once? Yes. Bidders can withdraw a bid, make changes, and resubmit a bid as many times they wish, until the bid opening time has occurred. Will I know if my bid changes are accepted? Yes. Each time a bid is withdrawn and resubmitted, the bidder will receive an email from QuestCDN confirming that they have successfully submitted a bid. Your On-line Bidding screen will also indicate that the bid has been submitted successfully. If you have an error, the bid will not be submitted, and an error message will be at the top of the On-line Bidding screen. May I withdraw a bid? Yes. Bidders may withdraw a bid prior to the bid opening time. If a bidder withdraws a bid prior to the bid opening time, the Owner will not see the bid. What occurs when an addendum is posted for the project? If a bidder already submitted a bid, QuestCDN will withdraw the bid and email the bidder. The bidder will need to sign into QuestCDN, download the addendum, make changes to the bid if required, and resubmit the bid. If the bidder has not already submitted a bid, the bidder will need to sign into QuestCDN and download the addendum prior to submitting a bid. How do I submit a Bid Bond electronically? All bids must be accompanied by a Bid Bond as required by the project bid documents. Bid Bonds ensure that only legitimate bids are submitted. A scanned copy of the Bid Bond must be uploaded prior to submitting a bid. Who do we contact with questions about QuestCDN? Contact QuestCDN at 952.233.1632 or info@questcdn.com with questions regarding free membership registration, downloading, on-line bidding, or working with digital bid documents. 427 Appendix H 2024 PMP Design Geotechnical Recommendations 428 429 Engineers | Architects | Planners | Scientists Short Elliott Hendrickson Inc., 3535 Vadnais Center Drive, St. Paul, MN 55110-5196 SEH is 100% employee-owned | sehinc.com | 651.490.2000 | 800.325.2055 | 888.908.8166 fax MEMORANDUM TO: Jeff Oliver, PE FROM: Brett Larsen, PE (Lic. MN) DATE: September 5, 2023 RE: 2024 PMP Design Geotechnical Recommendations SEH No. 170054 The purpose of this memorandum is to document the results of the subsurface investigation and provide geotechnical recommendations for the 2024 PMP Design project in Golden Valley, Minnesota. The following paragraphs discuss the project background, subsurface investigations, existing pavement conditions, existing subsurface conditions, groundwater conditions, and geotechnical recommendations for design and construction of the project. PROJECT BACKGROUND The project is located inside the approximate quadrant of 23rd Avenue, Winnetka Avenue, Duluth Street and Wisconsin Avenue in Golden Valley, Minnesota. The list of streets included in this project include: • Wisconsin Avenue • Orkla Drive • Valders Avenue • Winnetka Heights Avenue • West Bend Road • Duluth Street The project consists of reconstructing the existing streets and replacing the storm sewer as necessary. Watermain is also to be replaced at select locations. GEOTECHNICAL INVESTIGATION Subsurface Investigation The subsurface investigation for this project was performed by American Engineering and Testing (AET). The drilling program for the subsurface investigation and laboratory testing program were developed by SEH geotechnical staff. The geotechnical data report (GDR) for the subsurface investigation prepared by AET dated November 12, 2021 is attached to this memorandum. The subsurface investigation consisted of eleven (11) SPT soil borings, numbered B-01 through B-11, using a hollow stem auger and standard penetration test (SPT) sampling every 2.5 feet along the existing streets. A boring location map is included in the GDR. The borings terminated at a depth of 14.5 feet. Laboratory tests consist of moisture content tests, Atterberg Limits tests, and mechanical sieve through No. 200 only. 430 2024 PMP Design Geotechnical Recommendations September 5, 2023 Page 2 PAVEMENT CONDITIONS Existing pavement measured during the subsurface investigation was identified as concrete and bituminous. Table 1 summarizes the pavement thicknesses measured at each boring. The concrete pavement, where observed, varied between 5 to 8 inches. The average thickness is 6 ¾ inches. The bituminous pavement, where observed, varied between 2 and 5 ½ inches. The average thickness is 4 inches. (Maybe include a column for existing fill thickness in Table 1.) Table 1 – Pavement Thickness Boring No. Road Segment Bituminous Pavement Thickness (in) Concrete Pavement Thickness (in) Base Thickness (in) Depth of Bottom of Existing Fill (ft) B-401 Duluth St. NA 7 17 - B-402 Duluth St. NA 7 4 9.5 B-403 Duluth St. NA 8 3 4.5 B-404 Wisconsin Ave. NA 5 10 8 B-407 Wisconsin Ave. 4 NA 4 4.5 B-411 Wisconsin Ave. 3 ¼ NA 7 ½ 2 B-405 Westbend Rd. 4 ½ NA 5 ½ 4.5 B-406 Westbend Rd. 3 ½ NA 9 2 B-408 Orkla Dr. 5 ½ NA 8 ¾ 2 B-412 Orkla Dr. 2 NA 12 2 B-409 Valders Ave. 5 NA 1 0.5 B-413 Valders Ave. 4 NA 11 2 B-410 Winnetka Heights Dr. 4 NA 6 ½ 2 Aggregate base was also encountered and measured. The aggregate base measured between 1 to 17 inches and averaged about 7.0 inches. Based on gradations of the aggregate base only samples at Borings B-411 and B-412 met MNDOT Specifications for Class 5 Aggregate. Samples from Borings B- 401, B-402, B-403, B-406, B-408, and B-413 generally contained much greater amounts of fines and fine sand. SUBSURFACE CONDITIONS Fill was encountered below the apparent aggregate base at all borings. Existing fill primarily consisted of silty and clayey sand with variable amounts of gravel. Fill (and possible fill) depths ranged from 0.5 (I think there was a boring 409 with no fill, other than base.) to 9.5 feet. 431 2024 PMP Design Geotechnical Recommendations September 5, 2023 Page 3 The native till consists of clayey sand and sandy lean clay. GROUNDWATER CONDITIONS Water was observed at Borings B-408 at el. 905 feet. Groundwater was not observed in the other borings. It is difficult to establish the natural water table aquifer from the boring measurements due to the nature of the soils. Groundwater depths recorded during drilling can be unreliable because of the short time period of the observation. In silty, clayey, or organic soils, longer duration observations within the borehole are typically necessary to obtain a more accurate measurement of the water table. Fluctuation of the groundwater elevation should be expected during periods of precipitation and snow melt. ROADWAY RECOMMENDATIONS Pavement and Base The City typical pavement section, consisting of 4.5 inches of bituminous pavement and 6 inches of Class 5 Aggregate (MnDOT 3138.2), is proposed for new pavement areas throughout the project. Table 2 shows a summary of the proposed pavement section. Table 2 – Proposed Pavement Section Subgrade Existing fill and native silty sands and clayey sands present below existing fill are anticipated to be moisture sensitive and susceptible to pumping under construction traffic or vibrations. To reduce potential disturbance to these materials, we recommend to subcut 3 feet below the pavement section and backfill with Select Granular Borrow (MnDOT 3149.2B.2). Placement of subcut backfill is recommended to be in accordance with MnDOT 2106 and compacted to 100% of Standard Proctor Maximum Density. Subdrains Edge drains are recommended to be installed along the roadway within 50’ of drainage structures per Golden Valley Standard Detail ST-070. Drains are recommended to be installed to beneath the back of curb and tie into storm sewer catch basins and/or manholes. WATERMAIN AND SANITARY SEWER RECOMMENDATIONS Watermain segments are proposed to be replaced, with exception of water main at Valders Court which will remain in place. New watermain is expected to be buried at least 7 ½ feet below finished grade. Sanitary sewer repairs will made to sections identified as part of television inspection of the existing utility. The trench for new water main is recommended to extend a minimum of 12 inches below the bottom of the pipe. Backfill for proposed watermain under the roadway in the pipe zone is recommended to conform to Select Granular Borrow (MnDOT 3149.2B.2). Place backfill in lifts of not more than 6 inches thick from the bottom of the trench to a minimum of 12 inches over the top of the pipe and compact to a minimum 100% of the Standard Proctor maximum dry density. Excavated trench material free of organic and other deleterious debris may be suitable for reuse as trench backfill. However, these materials, especially alluvium as observed in the borings, will be wet and not suitable for immediate backfilling. Wet soils removed during trenching will require spreading, disking, and/or other methods to dry it out to meet moisture requirements for acceptable compaction. Adequate Layer Material Thickness (in.) Pavement Bituminous 4.5 Base Class 5 6 432 2024 PMP Design Geotechnical Recommendations September 5, 2023 Page 4 space and time will be required at the project site to segregate unsuitable material from the soil and conduct material drying activities. Based on discussions with City staff, we understand that such space and time is not likely to exist for contractors, so in lieu of attempting to re-use existing excavated soils as trench backfill, replacement backfill will be required. The replacement backfill is recommended to meet the criteria of Granular Borrow (MnDOT 3149.2B.1). Place trench backfill in loose lifts of 8 inches or less from 12 inches from the top of the pipe-zone backfill to the bottom of the aggregate base. Compact the trench backfill which is deeper than 3 feet below pavement subgrade to a minimum 95% of the Standard Proctor maximum dry density; and within 3 feet of the pavement subgrade should be compacted to a minimum of 100% Standard Proctor. Project specifications are recommended to include material testing provisions such as gradation and Standard Proctor tests for all sources of trench backfill. STORM SEWER RECOMMENDATIONS The existing stormwater ranges from 18 to 42 inches in diameter. The location of storm sewer replacement is also uncertain until the television inspection has been completed. New stormsewer manholes are planned along the alignment. Storm sewer pipe and structures are recommended to be bedded on a minimum of 12 inches of Select Granular Borrow (MnDOT 3149.2B.2). The trench for storm sewer pipe is recommended to extend a minimum of 12 inches below the bottom of the pipe. Backfill for the proposed storm sewer pipes is recommended to conform to Select Granular Borrow (MnDOT 3149.2B.2) in the pipe zone. Place backfill in lifts of not more than 6 inches thick from the bottom of the trench to a minimum of 12 inches over the top of the pipe and compact to a minimum 100% of the Standard Proctor maximum dry density. Excavated trench material free of organic and other deleterious debris may be suitable for reuse as trench backfill and around structures. However, these materials may be wet and not suitable for immediate backfilling. The material may require spreading, disking, and/or other methods to dry it out to meet moisture requirements for acceptable compaction. Adequate space and time will be required at the project site to segregate unsuitable material from the soil and conduct material drying activities. If wet excavated material cannot be prepared for reuse as trench backfill, replacement backfill will be required. The replacement backfill is recommended to meet the criteria of Granular Borrow (MnDOT 3149.2B.1). Place trench backfill in loose lifts of 8 inches or less from 12 inches from the top of the pipe-zone backfill to the bottom of the aggregate base. Compact the trench backfill which is deeper than 3 feet below pavement subgrade to a minimum 95% of the Standard Proctor maximum dry density; and within 3 feet of the pavement subgrade should be compacted to a minimum of 100% Standard Proctor. Project specifications are recommended to include material testing provisions such as gradation and Standard Proctor tests for all sources of trench backfill. GENERAL CONSTRUCTION CONSIDERATIONS Depending on weather and the season involved, dewatering may be required for subgrade and utility excavations along the project. Project specifications are recommended to require a written Dewatering Plan to be submitted by the contractor prior to commencing any excavation work. Excavations are recommended to be in accordance with OSHA 29CFR Parts 1926.650 through 1926.652. BWL Attached: Geotechnical Data Report C: Scott Haupt, Steve Prall (SEH) 433 Geotechnical ● Materials Forensic ● Environmental Building Technology Petrography/Chemistry American Engineering Testing 550 Cleveland Avenue North Saint Paul, MN 55114 TeamAET.com • 651-650-9001 GEOTECHNICAL DATA REPORT 2024 Street Improvements Golden Valley, Minnesota AET Project No. P-0016854 Date: January 6, 2023 Prepared for: Short Elliott Hendrickson, Inc. 3535 Vadnais Center Drive St. Paul, MN 55110 434 Page i January 6, 2023 Short Elliott Hendrickson, Inc. 3535 Vadnais Center Drive St. Paul, MN 55110 Attn: Brett Larsen, PE blarsen@sehinc.com RE: Geotechnical Data Report 2024 Street Improvements Duluth St and Wisconsin Ave N Golden Valley, MN AET Report No. P-0016854 Dear Mr. Larsen: American Engineering Testing, Inc. (AET) is pleased to present the results of our subsurface exploration program and geotechnical engineering review for the 2024 Street Improvements project in Golden Valley, Minnesota. These services were performed according to our proposal dated September 22, 2022. Please contact me if you have any questions about the report. I can also be contacted for arranging construction observation and testing services during the earthwork phase. Sincerely, American Engineering Testing, Inc. Thomas Evans, PE (MN) Engineer II tevans@amengtest.com Cell: (701) 690-9732 435 Geotechnical Data Report 2024 Street Improvements – Golden Valley, Minnesota January 6, 2023 Report No. P-0016854 Page ii SIGNATURE PAGE Prepared for: Prepared by: Short Elliott Hendrickson, Inc. American Engineering Testing, Inc. 3535 Vadnais Center Drive 550 Cleveland Ave N St. Paul, MN 55110 St. Paul, MN 55114 (651) 659-9001/www.team AET.com Attn: Brett Larsen, PE blarsen@sehinc.com Authored by: Reviewed by: Thomas Evans, PE (MN) Katherine E. Zadrozny, PE (MN) Engineer II Engineer II 436 Geotechnical Data Report 2024 Street Improvements – Golden Valley, Minnesota January 6, 2023 Report No. P-0016854 Page iii TABLE OF CONTENTS Page 1.0 INTRODUCTION ....................................................................................................... 1 2.0 SCOPE OF SERVICES ............................................................................................. 1 3.0 PROJECT INFORMATION ....................................................................................... 1 4.0 SUBSURFACE EXPLORATION AND TESTING ...................................................... 1 4.1 Field Exploration Program ................................................................................... 1 4.2 Laboratory Testing ............................................................................................... 2 5.0 SITE CONDITIONS ................................................................................................... 2 5.1 Pavement Section ................................................................................................ 2 5.2 Subsurface Soils/Geology .................................................................................... 3 5.3 Groundwater ........................................................................................................ 3 6.0 ASTM STANDARDS ................................................................................................. 4 7.0 LIMITATIONS ............................................................................................................ 4 APPENDIX A – Geotechnical Field Exploration and Testing Boring Log Notes Unified Soil Classification System AASHTO Soil Classification System Boring Location Map Subsurface Boring Logs Gradation Curves APPENDIX B – Geotechnical Report Limitations and Guidelines for Use 437 Geotechnical Data Report 2024 Street Improvements – Golden Valley, Minnesota January 6, 2023 Report No. P-0016854 Page 1 of 4 1.0 INTRODUCTION We understand the City of Golden Valley is proposing improvements along several road segments as part of their 2024 construction season. Short Elliott Hendrickson (SEH) is the design engineer for this project. To assist your planning and design, you have authorized American Engineering Testing, Inc. (AET) to conduct a subsurface exploration program at the site, conduct soil laboratory testing based on your review of the project soil boring logs, and provide this data report. This report presents the results of the above services and provides our data summary based on the obtained data. 2.0 SCOPE OF SERVICES AET's services were performed according to our proposal dated September 22, 2022. The authorized scope consists of the following. • Perform 2 standard penetration test (SPT) borings to depth of 21.5 feet and 11 SPT borings to depths of 14.5 feet. • Perform requested soil laboratory testing. • Prepare a geotechnical data report with the obtained data. These services are intended for geotechnical purposes only. The scope is not intended to explore for the presence or extent of environmental contamination in the soil or groundwater. 3.0 PROJECT INFORMATION We understand the City of Golden Valley is planning pavement and utility improvements along Duluth Street, Wisconsin Ave N, Westbend Road, Orkla Drive, Winnetka Heights Drive, and Valders Ave N in Golden Valley, MN. 4.0 SUBSURFACE EXPLORATION AND TESTING 4.1 Field Exploration Program The subsurface exploration program conducted for the project consisted of 13 standard penetration test borings to depths ranging between 14.5 feet and 21.5 feet. SEH determined the number, location, and depth of the soil borings. 438 Geotechnical Data Report 2024 Street Improvements – Golden Valley, Minnesota January 6, 2023 Report No. P-0016854 Page 2 of 4 The logs of the borings and details of the methods used appear in Appendix A. The logs contain information concerning soil layering, soil classification, geologic origins, and moisture condition. A density description or consistency is also noted for the natural soils, which is based on the standard penetration resistance (N-value). The approximate boring locations are shown on the Boring Location Map. The boring locations were staked in the field by SEH. SEH then obtained elevations and coordinates at the final boring locations, which are provided on the soil boring logs. The road name each boring was performed on is shown at the bottom of each boring log. 4.2 Laboratory Testing The laboratory test program included water content tests, one hydrometer test, Atterberg limits, and sieve analyses. The water content, Atterberg limits, and percent passing the #200 sieve results are shown on the individual boring logs adjacent to the samples upon which they were performed. The full gradation and hydrometer curves are provided in the appendix following the logs. 5.0 SITE CONDITIONS 5.1 Pavement Section Concrete pavement was encountered at the surface at borings B-401 through B-404, and bituminous pavement was encountered at the surface at borings B-405 through B-413. Below the surfacing, possible aggregate base was generally encountered. Table 5.1 below presents the bituminous pavement, concrete, and aggregate base thickness observed at the soil boring locations. Table 5.1 - Pavement Thickness Summary Road Segment Boring Number Bituminous Pavement Thickness (in) A. Concrete Thickness (in) A. Approximate Base Thickness (in).A Approximate Total Thickness (in) A. Duluth St B-401 NA 7 17 24 B-402 NA 7 4 11 B-403 NA 8 3 11 Wisconsin Ave B-404 NA 5 10 15 B-407 4 NA 4 8 B-411 3.25 NA 7.5 10.75 439 Geotechnical Data Report 2024 Street Improvements – Golden Valley, Minnesota January 6, 2023 Report No. P-0016854 Page 3 of 4 Road Segment Boring Number Bituminous Pavement Thickness (in) A. Concrete Thickness (in) A. Approximate Base Thickness (in).A Approximate Total Thickness (in) A. Westbend Rd B-405 4.5 NA 5.5 10 B-406 3.5 NA 9 12.5 Orkla Dr B-408 5.5 NA 8.75 14.25 B-412 2 NA 12 14 Valders Ave B-409 5 NA 1 6 B-413 4 NA 11 15 Winnetka Heights Dr B-410 4 NA 6.5 10.5 Notes: A. Rounded to the nearest 0.25-inch. Where encountered, the concrete pavement at the boring locations ranged in thickness from 5 to 8 inches. Similarly, the bituminous pavement at the boring locations ranged in thickness from 2 inches to 5.5 inches. The aggregate base thickness ranged from 1 inch to 17 inches and generally consisted of silty sand or sand with silt with variable gravel content. 5.2 Subsurface Soils/Geology The subsurface soil conditions encountered at the boring locations below the pavement section consist of additional fill soils extending to depths of up to 9.5 feet and is underlain by glacial till soils that extended to the final drilling depths of 14.5 feet and 21.5 feet. Several borings encountered material that was possible fill below the possible aggregate base. The fill soils consist of clayey sand and silty sand soils. The possible fill and till soils consist of firm to hard clayey sand and sandy lean clay, and the till soils also consist of medium dense to dense silty sand. 5.3 Groundwater The borings were observed for presence of groundwater during drilling and once the planned boring depths were reached. Groundwater was observed only at boring B-408 at a depth as shallow as 10.5 feet; this reading occurred after the casing was pulled out of the hole, which was 20 to 30 minutes after water was first observed. Cave-in of the soils were observed as shallow as 10.8 feet below the surface in B-408. Groundwater levels can take hours, days, or longer to stabilize within the clayey till soils found at this site. The installation and monitoring of temporary piezometers can assist in determining the steady- 440 Geotechnical Data Report 2024 Street Improvements – Golden Valley, Minnesota January 6, 2023 Report No. P-0016854 Page 4 of 4 state groundwater level; however, such monitoring was outside the scope of our work on this project. Groundwater levels will fluctuate seasonally and annually due to natural variations in rainfall and snow melt. Additionally, groundwater levels can change due to construction events such as alterations in ground cover, surface water runoff control, and dewatering systems. 6.0 ASTM STANDARDS When we refer to an ASTM Standard in this report, we mean that our services were performed in general accordance with that standard. Compliance with any other standards referenced within the specified standard is neither inferred nor implied. 7.0 LIMITATIONS Within the limitations of scope, budget, and schedule, we have endeavored to provide our services according to generally accepted geotechnical engineering practices at this time and location. Other than this, no warranty, express or implied, is intended. Important information regarding risk management and proper use of this report is given in Appendix B entitled “Geotechnical Report Limitations and Guidelines for Use.” 441 Appendix A Geotechnical Field Exploration and Testing Boring Log Notes Unified Soil Classification System AASHTO Soil Classification System Boring Location Map Subsurface Boring Logs Gradation Curves 442 Appendix A Geotechnical Field Exploration and Testing Report No. P-0016854 Appendix A - Page 1 of 2 AMERICAN ENGINEERING TESTING, INC. A.1 FIELD EXPLORATION The subsurface conditions at the site were explored by drilling and sampling 13 standard penetration test borings. The locations of the borings appear on the boring location map, preceding the Subsurface Boring Logs in this appendix. A.2 SAMPLING METHODS A.2.1 Split-Spoon Samples (SS) - Calibrated to N60 Values Standard penetration (split-spoon) samples were collected in general accordance with ASTM: D1586 with one primary modification. The ASTM test method consists of driving a 2-inch O.D. split-barrel sampler into the in-situ soil with a 140- pound hammer dropped from a height of 30 inches. The sampler is driven a total of 18 inches into the soil. After an initial set of 6 inches, the number of hammer blows to drive the sampler the final 12 inches is known as the standard penetration resistance or N-value. Our method uses a modified hammer weight, which is determined by measuring the system energy using a Pile Driving Analyzer (PDA) and an instrumented rod. In the past, standard penetration N-value tests were performed using a rope and cathead for the lift and drop system. The energy transferred to the split-spoon sampler was typically limited to about 60% of its potential energy due to the friction inherent in this system. This converted energy then provides what is known as an N60 blow count. The most recent drill rigs incorporate an automatic hammer lift and drop system, which has higher energy efficiency and subsequently results in lower N-values than the traditional N60 values. By using the PDA energy measurement equipment, we are able to determine actual energy generated by the drop hammer. With the various hammer systems available, we have found highly variable energies ranging from 55% to over 100%. Therefore, the intent of AET’s hammer calibrations is to vary the hammer weight such that hammer energies lie within about 60% to 65% of the theoretical energy of a 140-pound weight falling 30 inches. The current ASTM procedure acknowledges the wide variation in N- values, stating that N-values of 100% or more have been observed. Although we have not yet determined the statistical measurement uncertainty of our calibrated method to date, we can state that the accuracy deviation of the N-values using this method is significantly better than the standard ASTM Method. A.2.2 Disturbed Samples (DS)/Spin-up Samples (SU) Sample types described as “DS” or “SU” on the boring logs are disturbed samples, which are taken from the flights of the auger. Because the auger disturbs the samples, possible soil layering and contact depths should be considered approximate. A.2.3 Sampling Limitations Unless actually observed in a sample, contacts between soil layers are estimated based on the spacing of samples and the action of drilling tools. Cobbles, boulders, and other large objects generally cannot be recovered from test borings, and they may be present in the ground even if they are not noted on the boring logs. Determining the thickness of “topsoil” layers is usually limited, due to variations in topsoil definition, sample recovery, and other factors. Visual-manual description often relies on color for determination, and transitioning changes can account for significant variation in thickness judgment. Accordingly, the topsoil thickness presented on the logs should not be the sole basis for calculating topsoil stripping depths and volumes. If more accurate information is needed relating to thickness and topsoil quality definition, alternate methods of sample retrieval and testing should be employed. A.3 CLASSIFICATION METHODS Soil descriptions shown on the boring logs are based on the Unified Soil Classification (USC) system. The USC system is described in ASTM: D2487 and D2488. Where laboratory classification tests (sieve analysis or Atterberg Limits) have been performed, accurate classifications per ASTM: D2487 are possible. Otherwise, soil descriptions shown on the boring logs are visual-manual judgments. Charts are attached which provide information on the USC system, the descriptive terminology, and the symbols used on the boring logs. The boring logs include descriptions of apparent geology. The geologic depositional origin of each soil layer is interpreted primarily by observation of the soil samples, which can be limited. Observations of the surrounding topography, vegetation, and development can sometimes aid this judgment. 443 Appendix A Geotechnical Field Exploration and Testing Report No. P-0016854 Appendix A - Page 2 of 2 AMERICAN ENGINEERING TESTING, INC. A.4 WATER LEVEL MEASUREMENTS The ground water level measurements are shown at the bottom of the boring logs. The following information appears under “Water Level Measurements” on the logs:  Date and Time of measurement  Sampled Depth: lowest depth of soil sampling at the time of measurement  Casing Depth: depth to bottom of casing or hollow-stem auger at time of measurement  Cave-in Depth: depth at which measuring tape stops in the borehole  Water Level: depth in the borehole where free water is encountered  Drilling Fluid Level: same as Water Level, except that the liquid in the borehole is drilling fluid The true location of the water table at the boring locations may be different than the water levels measured in the boreholes. This is possible because there are several factors that can affect the water level measurements in the borehole. Some of these factors include; permeability of each soil layer in profile, presence of perched water, amount of time between water level readings, presence of drilling fluid, weather conditions, and use of borehole casing. A.5 LABORATORY TEST METHODS A.5.1 Water Content Tests Conducted per AET Procedure 01-LAB-010, which is performed in general accordance with ASTM: D2216 and AASHTO: T265. A.5.2 Atterberg Limits Tests Conducted per AET Procedure 01-LAB-030, which is performed in general accordance with ASTM: D4318 and AASHTO: T89, T90. A.5.3 Sieve Analysis of Soils (thru #200 Sieve) Conducted per AET Procedure 01-LAB-040, which is performed in general conformance with ASTM: D6913, Method A. A.5.4 Particle Size Analysis of Soils (with hydrometer) Conducted per AET Procedure 01-LAB-050, which is performed in general accordance with ASTM: D422 and AASHTO: T88. A.6 TEST STANDARD LIMITATIONS Field and laboratory testing is done in general conformance with the described procedures. Compliance with any other standards referenced within the specified standard is neither inferred nor implied. A.7 SAMPLE STORAGE Unless notified to do otherwise, we routinely retain representative samples of the soils recovered from the borings for a period of 30 days. 444 01REP052C (7/11) AMERICAN ENGINEERING TESTING, INC. BORING LOG NOTES DRILLING AND SAMPLING SYMBOLS TEST SYMBOLS Symbol Definition Symbol Definition AR: Sample of material obtained from cuttings blown out the top of the borehole during air rotary procedure. B, H, N: Size of flush-joint casing CAS: Pipe casing, number indicates nominal diameter in inches COT: Clean-out tube DC: Drive casing; number indicates diameter in inches DM: Drilling mud or bentonite slurry DR: Driller (initials) DS: Disturbed sample from auger flights DP: Direct push drilling; a 2.125 inch OD outer casing with an inner 1½ inch ID plastic tube is driven continuously into the ground. FA: Flight auger; number indicates outside diameter in inches HA: Hand auger; number indicates outside diameter HSA: Hollow stem auger; number indicates inside diameter in inches LG: Field logger (initials) MC: Column used to describe moisture condition of samples and for the ground water level symbols N (BPF): Standard penetration resistance (N-value) in blows per foot (see notes) NQ: NQ wireline core barrel PQ: PQ wireline core barrel RDA: Rotary drilling with compressed air and roller or drag bit. RDF: Rotary drilling with drilling fluid and roller or drag bit REC: In split-spoon (see notes), direct push and thin-walled tube sampling, the recovered length (in inches) of sample. In rock coring, the length of core recovered (expressed as percent of the total core run). Zero indicates no sample recovered. SS: Standard split-spoon sampler (steel; 1.5" is inside diameter; 2" outside diameter); unless indicated otherwise SU Spin-up sample from hollow stem auger TW: Thin-walled tube; number indicates inside diameter in inches WASH: Sample of material obtained by screening returning rotary drilling fluid or by which has collected inside the borehole after “falling” through drilling fluid WH: Sampler advanced by static weight of drill rod and hammer WR: Sampler advanced by static weight of drill rod 94mm: 94 millimeter wireline core barrel ▼: Water level directly measured in boring : Estimated water level based solely on sample appearance CONS: One-dimensional consolidation test DEN: Dry density, pcf DST: Direct shear test E: Pressuremeter Modulus, tsf HYD: Hydrometer analysis LL: Liquid Limit, % LP: Pressuremeter Limit Pressure, tsf OC: Organic Content, % PERM: Coefficient of permeability (K) test; F - Field; L - Laboratory PL: Plastic Limit, % qp: Pocket Penetrometer strength, tsf (approximate) qc: Static cone bearing pressure, tsf qu: Unconfined compressive strength, psf R: Electrical Resistivity, ohm-cms RQD: Rock Quality Designation of Rock Core, in percent (aggregate length of core pieces 4" or more in length as a percent of total core run) SA: Sieve analysis TRX: Triaxial compression test VSR: Vane shear strength, remolded (field), psf VSU: Vane shear strength, undisturbed (field), psf WC: Water content, as percent of dry weight %-200: Percent of material finer than #200 sieve STANDARD PENETRATION TEST NOTES (Calibrated Hammer Weight) The standard penetration test consists of driving a split-spoon sampler with a drop hammer (calibrated weight varies to provide N60 values) and counting the number of blows applied in each of three 6" increments of penetration. If the sampler is driven less than 18" (usually in highly resistant material), permitted in ASTM: D1586, the blows for each complete 6" increment and for each partial increment is on the boring log. For partial increments, the number of blows is shown to the nearest 0.1' below the slash. The length of sample recovered, as shown on the “REC” column, may be greater than the distance indicated in the N column. The disparity is because the N-value is recorded below the initial 6" set (unless partial penetration defined in ASTM: D1586 is encountered) whereas the length of sample recovered is for the entire sampler drive (which may even extend more than 18"). 445 01CLS021 (01/2022) AMERICAN ENGINEERING TESTING, INC. UNIFIED SOIL CLASSIFICATION SYSTEM ASTM Designations: D 2487, D2488 AMERICAN ENGINEERING TESTING, INC. Criteria for Assigning Group Symbols and Group Names Using Laboratory TestsA Soil Classification Notes ABased on the material passing the 3-in (75-mm) sieve. BIf field sample contained cobbles or boulders, or both, add “with cobbles or boulders, or both” to group name. CGravels with 5 to 12% fines require dual symbols: GW-GM well-graded gravel with silt GW-GC well-graded gravel with clay GP-GM poorly graded gravel with silt GP-GC poorly graded gravel with clay DSands with 5 to 12% fines require dual symbols: SW-SM well-graded sand with silt SW-SC well-graded sand with clay SP-SM poorly graded sand with silt SP-SC poorly graded sand with clay (D30)2 ECu = D60 /D10, Cc = D10 x D60 FIf soil contains >15% sand, add “with sand” to group name. GIf fines classify as CL-ML, use dual symbol GC-GM, or SC-SM. HIf fines are organic, add “with organic fines” to group name. IIf soil contains >15% gravel, add “with gravel” to group name. JIf Atterberg limits plot is hatched area, soil is a CL-ML silty clay. KIf soil contains 15 to 29% plus No. 200 add “with sand” or “with gravel”, whichever is predominant. LIf soil contains >30% plus No. 200, predominantly sand, add “sandy” to group name. MIf soil contains >30% plus No. 200, predominantly gravel, add “gravelly” to group name. NPl>4 and plots on or above “A” line. OPl<4 or plots below “A” line. PPl plots on or above “A” line. QPl plots below “A” line. RFiber Content description shown below. Group Symbol Group NameB Coarse-Grained Soils More than 50% retained on No. 200 sieve Gravels More than 50% coarse fraction retained on No. 4 sieve Clean Gravels Less than 5% finesC Cu>4 and 1<Cc<3E GW Well graded gravelF Cu<4 and/or 1>Cc>3E GP Poorly graded gravelF Gravels with Fines more than 12% fines C Fines classify as ML or MH GM Silty gravelF.G.H Fines classify as CL or CH GC Clayey gravelF.G.H Sands 50% or more of coarse fraction passes No. 4 sieve Clean Sands Less than 5% finesD Cu>6 and 1<Cc<3E SW Well-graded sandI Cu<6 and/or 1>Cc>3E SP Poorly-graded sandI Sands with Fines more than 12% fines D Fines classify as ML or MH SM Silty sandG.H.I Fines classify as CL or CH SC Clayey sandG.H.I Fine-Grained Soils 50% or more passes the No. 200 sieve (see Plasticity Chart below) Silts and Clays Liquid limit less than 50 inorganic PI>7 and plots on or above “A” lineJ CL Lean clayK.L.M PI<4 or plots below “A” lineJ ML SiltK.L.M organic Liquid limit–oven dried <0.75 Liquid limit – not dried OL Organic clayK.L.M.N Organic siltK.L.M.O Silts and Clays Liquid limit 50 or more inorganic PI plots on or above “A” line CH Fat clayK.L.M PI plots below “A” line MH Elastic siltK.L.M organic Liquid limit–oven dried <0.75 Liquid limit – not dried OH Organic clayK.L.M.P Organic siltK.L.M.Q Highly organic soil Primarily organic matter, dark in color, and organic in odor PT PeatR 3 2 ½1 ¾4 10 20 40 60 140 200 100 80 60 40 20 0 0 20 40 60 80 100 81 Sieve NumberScreen Opening (in.) 50 10 5 1.0 0.10.5 PARTICLE SIZE IN MILLIMETERS SIEVE ANALYSIS PERCENT PASSINGPERCENT RETAINEDD60 = 15mm D30 = 2.5mm D10 = 0.075mm Cu = = = 200D60 D10 15 0.075 Cc = = = 5.6(D30) D10 x D60 2.5 0.075 x 15 2 2 CL-ML For classification of fine-grained soils and fine-grained fraction of coarse-grained soils. Equation of "A"-line Horizontal at PI = 4 to LL = 25.5. then PI = 0.73 (LL-20) Equation of "U"-line Vertical at LL = 16 to PI = 7. then PI = 0.9 (LL-8)"A" LIN E "U" LINECL OR OL CH OR OH 10 20 30 40 50 60 70 80 90 100 110 0 0 10 20 30 40 50 60 16 7 4PLASTICITY INDEX (PI)LIQUID LIMIT (LL) Plasticity Chart ADDITIONAL TERMINOLOGY NOTES USED BY AET FOR SOIL IDENTIFICATION AND DESCRIPTION Grain Size Term Particle Size Boulders Over 12" Cobbles 3" to 12" Gravel #4 sieve to 3" Sand #200 to #4 sieve Fines (silt & clay) Pass #200 sieve Gravel Percentages Term Percent A Little Gravel 3% - 14% With Gravel 15% - 29% Gravelly 30% - 50% Consistency of Plastic Soils Term N-Value, BPF Very Soft less than 2 Soft 2 - 4 Firm 5 - 8 Stiff 9 - 15 Very Stiff 16 - 30 Hard Greater than 30 Relative Density of Non-Plastic Soils Term N-Value, BPF Very Loose 0 - 4 Loose 5 - 10 Medium Dense 11 - 30 Dense 31 - 50 Very Dense Greater than 50 Moisture/Frost Condition (MC Column) D (Dry): Absence of moisture, dusty, dry to touch. M (Moist): Damp, although free water not visible. Soil may still have a high water content (over “optimum”). W (Wet/ Free water visible, intended to Waterbearing): describe non-plastic soils. Waterbearing usually relates to sands and sand with silt. F (Frozen): Soil frozen Layering Notes Laminations: Layers less than ½" thick of differing material or color. Lenses: Pockets or layers greater than ½" thick of differing material or color. Peat Description Fiber Content Term (Visual Estimate) Fibric Peat: Greater than 67% Hemic Peat: 33 – 67% Sapric Peat: Less than 33% Organic Description (if no lab tests) Soils are described as organic, if soil is not peat and is judged to have sufficient organic fines content to influence the Liquid Limit properties. Slightly organic used for borderline cases. Root Inclusions With roots: Judged to have sufficient quantity of roots to influence the soil properties. Trace roots: Small roots present, but not judged to be in sufficient quantity to significantly affect soil properties. ML OR OL MH OR OH 446 A-7 A-7-5 A-7-6 Sieve Analysis, Percent passing: No. 10 (2.00 mm) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .50 max.. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . No. 40 (0.425 mm) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .30 max.50 max.51 min.. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . No. 200 (0.075 mm) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .15 max.25 max.10 max.35 max.35 max.35 max.35 max.36 min.36 min.36 min.36 min. Characteristics of Fraction Passing No. 40 (0.425 mm) Liquid limit . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .40 max.41 min.40 max.41 min.40 max.41 min.40 max.41 min. Plasticity index . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .N.P.10 max.10 max.11 min.11 min.10 max.10 max.11 min.11 min. General Ratings as Subgrade . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Definitions of Gravel, Sand and Silt-Clay 01CLS022 (07/11)AMERICAN ENGINEERING TESTING, INC. The term "silty" is applied to fine material having plasticity index of 10 or less and the term "clayey" is applied to fine material having plasticity index of 11 or greater. AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS AASHTO SOIL CLASSIFICATION SYSTEM Classification of Soils and Soil-Aggregate Mixtures GRAVEL - Material passing sieve with 3-in. square openings and retained on the No. 10 sieve. COARSE SAND - Material passing the No. 10 sieve and retained on the No. 40 sieve. FINE SAND - Material passing the No. 40 sieve and retained on the No. 200 sieve. COMBINED SILT AND CLAY - Material passing the No. 200 sieve Excellent to Good Group A-8 soils are organic clays or peat with organic content >5%. BOULDERS (retained on 3-in. sieve) should be excluded from the portion of the sample to which the classificaiton is applied, but the percentage of such material, if any, in the sample should be recorded. (35% or less passing No. 200 sieve)(More than 35% passing No. 200 sieve)General Classification A-4 A-5 The terms "gravel", "coarse sand", "fine sand" and "silt-clay", as determinable from the minimum test data required in this classification arrangement and as used in subsequent word descriptions are defined as follows: Granular Materials Silt-Clay Materials A-1 A-2 A-2-6 A-2-7 . . . . 6 max. Fine Sand Silty or Clayey Gravel and Sand Silty Soils Clayey Soils Plasticity index of A-7-5 subgroup is equal to or less than LL minus 30. Plasticity index of A-7-6 subgroup is greater than LL minus 30. A-3 A-2-4 A-2-5 Stone Fragments, Gravel and Sand Fair to Poor A-6 The placing of A-3 before A-2 is necessary in the "left to right elimination process" and does not indicate superiority of A-3 over A-2. Usual Types of Significant Constituent Materials A-1-a A-1-bGroup Classification -10 0 10 20 30 40 50 100 90 80 70 60 50 40 30 20 15 35 024681012141618203040506070801020304050607080100140180LIQUID LIMIT PLAS TI CI T Y I N D E X PERCENT PASSING NO. 200 SIEVEPARTIAL GROUP INDEXGROUP INDEX CHART Group Index (GI) = (F-35) [0.2+0.005 (LL-40) ] + 0.01 (F-15) (PI-10) where F = % Passing No. 200 sieve, LL = Liquid Limit, and PI = Plasticity Index. When working with A-2-6 and A-2-7 subgroups the Partial Group Index (PGI) is determined from the PI only. When the combined Partial Group Indices are negative, the Group Index should be reported as zero.A-2-6 and A-2-782% Passing No. 200 sieve LL = 38 PI = 21 PGI = 8.9 for LL PGI = 7.4 for PI GI = 16 Then:Example: 10 20 30 40 50 60 70 80 90 100 0 10 20 30 40 50 60 70 Sub- G r o u p A-7-5 Sub-G roupA-7 -6 A-7A-5 A-4 A-6 PI = LL - 30PLASTICITY INDEX (PI) Liquid Limit and Plasticity Index Ranges for the A-4, A-5, A-6 and A-7 SubgroupsLiquid Limit447 2024 Golden Valley Street Improvements Golden Valley, Minnesota AET Project No. P-0016854 Boring Location Map Scale: Shown Drawn by: Google Earth/TE Reviewed by: KEZ Date: January 6, 2023 Wisconsin Ave Valders Ave Winnetka Heights Ave Valders Ave 448 9 10 24 24 24 24 FILL TILL 7" Concrete pavement 17" FILL, mostly gravelly silty sand, dark brown (A-1-b) (possible aggregate base) CLAYEY SAND, a little gravel, grayish brown to brown, stiff to hard (SC) (A-6) END OF BORING Duluth St M M M M M M 9 11 20 20 34 SS SS SS SS SS SS 15 15 15 16 12 11/7/22 14.5 NOTE: REFER TO THE ATTACHED SHEETS FOR AN EXPLANATION OF TERMINOLOGY ON THIS LOG SAMPLEDDEPTH3.25" HSA CASINGDEPTH WATER LEVEL MEASUREMENTS 1C BORINGCOMPLETED: 12.5 CAVE-INDEPTH DEPTH: DRILLINGFLUID LEVEL DR: 1:07 14.5 TIME LG: WATERLEVELDATE Rig: DRILLING METHOD AG None SD 0-12½' 11/7/22 Surface Elevation 908.3 FIELD & LABORATORY TESTS WCN 03/2011 RECIN.DEN %-#200GEOLOGYSAMPLETYPEMATERIAL DESCRIPTION MC 1 2 3 4 5 6 7 8 9 10 11 12 13 14 01-DHR-060 DEPTHINFEET P-0016854 LL PL B-401 (p. 1 of 1) 2024 Golden Valley Street Improvements; Golden Valley, MN 176176.44 AET No: Project: Log of Boring No. E 499592.42 SUBSURFACE BORING LOG N Co. Coordinates:AET_CORP W-COORDINATES P-0016854.GPJ AET+CPT+WELL.GDT 12/29/22449 14 20 12 24 22 24 24 24 20 FILL TILL 7" Concrete pavement 4" FILL, mostly gravelly silty sand, dark brown (A-1-b) (possible aggregate base) FILL, mostly silty sand, a little clayey sand and gravel, brown (A-2-4) FILL, mostly clayey sand, a little gravel, gray and black (A-6) FILL, mostly clayey sand, a little gravel, trace roots, gray (A-6) CLAYEY SAND, a little gravel, dark brown, very stiff, lamination of sand (SC) (A-6) CLAYEY SAND, a little gravel, gray to brown, stiff to hard (SC) (A-6) END OF BORING Duluth St M M M M M M M M M 7 4 6 22 12 16 21 32 SS SS SS SS SS SS SS SS SS 16 20 18 15 16 15 14 1436 14 44 11/7/22 21.5 NOTE: REFER TO THE ATTACHED SHEETS FOR AN EXPLANATION OF TERMINOLOGY ON THIS LOG SAMPLEDDEPTH3.25" HSA CASINGDEPTH WATER LEVEL MEASUREMENTS 1C BORINGCOMPLETED: 19.5 CAVE-INDEPTH DEPTH: DRILLINGFLUID LEVEL DR: 11:47 21.5 TIME LG: WATERLEVELDATE Rig: DRILLING METHOD AG None SD 0-19½' 11/7/22 Surface Elevation 914.9 FIELD & LABORATORY TESTS WCN 03/2011 RECIN.DEN %-#200GEOLOGYSAMPLETYPEMATERIAL DESCRIPTION MC 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 01-DHR-060 DEPTHINFEET P-0016854 LL PL B-402 (p. 1 of 1) 2024 Golden Valley Street Improvements; Golden Valley, MN 176168.91 AET No: Project: Log of Boring No. E 499964.24 SUBSURFACE BORING LOG N Co. Coordinates:AET_CORP W-COORDINATES P-0016854.GPJ AET+CPT+WELL.GDT 12/29/22450 6 16 24 22 24 24 FILL TILL 8" Concrete pavement 3" FILL, mostly silty sand with gravel, a little clayey sand, dark brown and light gray (A-1-b) (possible aggregate base) FILL, mostly clayey sand, a little gravel, brown (A-6) FILL, mostly clayey sand, a little silty sand and gravel, light brown, brown and gray (A-6) CLAYEY SAND, a little gravel, light brown and gray to brown and gray, stiff to very stiff, lens of lean clay above 7' (SC) (A-6) CLAYEY SAND, a little gravel, grayish brown, very stiff, lamination of silty sand (SC) (A-6) CLAYEY SAND, a little gravel, grayish brown, very stiff, lens of lean clay (SC) (A-6) END OF BORING Duluth St M M M M M M 8 15 24 19 20 SS SS SS SS SS SS 14 18 17 14 16 17 18 11/7/22 14.5 NOTE: REFER TO THE ATTACHED SHEETS FOR AN EXPLANATION OF TERMINOLOGY ON THIS LOG SAMPLEDDEPTH3.25" HSA CASINGDEPTH WATER LEVEL MEASUREMENTS 1C BORINGCOMPLETED: 12.5 CAVE-INDEPTH DEPTH: DRILLINGFLUID LEVEL DR: 10:07 14.5 TIME LG: WATERLEVELDATE Rig: DRILLING METHOD AG None SD 0-12½' 11/7/22 Surface Elevation 935.8 FIELD & LABORATORY TESTS WCN 03/2011 RECIN.DEN %-#200GEOLOGYSAMPLETYPEMATERIAL DESCRIPTION MC 1 2 3 4 5 6 7 8 9 10 11 12 13 14 01-DHR-060 DEPTHINFEET P-0016854 LL PL B-403 (p. 1 of 1) 2024 Golden Valley Street Improvements; Golden Valley, MN 176154.82 AET No: Project: Log of Boring No. E 500676.91 SUBSURFACE BORING LOG N Co. Coordinates:AET_CORP W-COORDINATES P-0016854.GPJ AET+CPT+WELL.GDT 12/29/22451 15 14 2 10 12 24 FILL TILL 5" Concrete pavement 10" FILL, mostly silty sand with gravel, brown (A-1-b) (possible aggregate base) FILL, mostly clayey sand, a little gravel, dark brown, brown and gray (A-6) FILL, mostly silty sand, a little clayey sand with gravel, brown (A-1-b) SANDY LEAN CLAY, a little gravel, gray, firm (CL) (A-6) END OF BORING Wisconsin Ave M M M M M M 16 11 50/.4 6 5 6 SS SS SS SS SS SS 11 13 19 18 23 20 11/8/22 14.5 NOTE: REFER TO THE ATTACHED SHEETS FOR AN EXPLANATION OF TERMINOLOGY ON THIS LOG SAMPLEDDEPTH3.25" HSA CASINGDEPTH WATER LEVEL MEASUREMENTS 1C BORINGCOMPLETED: 12.5 CAVE-INDEPTH DEPTH: DRILLINGFLUID LEVEL DR: 9:48 14.5 TIME LG: WATERLEVELDATE Rig: DRILLING METHOD AG None SD 0-12½' 11/8/22 Surface Elevation 908.6 FIELD & LABORATORY TESTS WCN 03/2011 RECIN.DEN %-#200GEOLOGYSAMPLETYPEMATERIAL DESCRIPTION MC 1 2 3 4 5 6 7 8 9 10 11 12 13 14 01-DHR-060 DEPTHINFEET P-0016854 LL PL B-404 (p. 1 of 1) 2024 Golden Valley Street Improvements; Golden Valley, MN 176305.16 AET No: Project: Log of Boring No. E 499494.8 SUBSURFACE BORING LOG N Co. Coordinates:AET_CORP W-COORDINATES P-0016854.GPJ AET+CPT+WELL.GDT 12/29/22452 18 19 24 24 24 24 FILL \ TILL OR FILL TILL 4.5" Bituminous pavement 5.5" FILL, mostly silty sand with gravel, brown (A-1-b) (possible aggregate base) FILL, mostly clayey sand, a little gravel, grayish brown (A-6) CLAYEY SAND, a little gravel, grayish brown and light gray, a little dark brown, very stiff (SC) (A-6) (possible fill) CLAYEY SAND, a little gravel, grayish brown, hard (SC) (A-2-6) SANDY LEAN CLAY, a little gravel, grayish brown, very hard (CL) (A-6) CLAYEY SAND, a little gravel, brown, very hard (SC) (A-6) END OF BORING Westbend Rd M M M M M M 17 16 23 52 42 55 SS SS SS SS SS SS 11 13 14 14 10 11/7/22 14.5 NOTE: REFER TO THE ATTACHED SHEETS FOR AN EXPLANATION OF TERMINOLOGY ON THIS LOG SAMPLEDDEPTH3.25" HSA CASINGDEPTH WATER LEVEL MEASUREMENTS 1C BORINGCOMPLETED: 12.5 CAVE-INDEPTH DEPTH: DRILLINGFLUID LEVEL DR: 2:12 14.5 TIME LG: WATERLEVELDATE Rig: DRILLING METHOD AG None SD 0-12½' 11/7/22 Surface Elevation 913.6 FIELD & LABORATORY TESTS WCN 03/2011 RECIN.DEN %-#200GEOLOGYSAMPLETYPEMATERIAL DESCRIPTION MC 1 2 3 4 5 6 7 8 9 10 11 12 13 14 01-DHR-060 DEPTHINFEET P-0016854 LL PL B-405 (p. 1 of 1) 2024 Golden Valley Street Improvements; Golden Valley, MN 176497.92 AET No: Project: Log of Boring No. E 499892.05 SUBSURFACE BORING LOG N Co. Coordinates:AET_CORP W-COORDINATES P-0016854.GPJ AET+CPT+WELL.GDT 12/29/22453 18 16 24 24 24 24 FILL TILL OR FILL TILL 3.5" Bituminous pavement 9" FILL, mostly silty sand with a little gravel, brown (A-1-b) (possible aggregate base) FILL, mostly clayey sand,a little gravel, grayish brown (A-6) CLAYEY SAND, a little gravel, grayish brown, stiff (SC) (A-6) (possible fill) CLAYEY SAND, a little gravel, brownish gray to gray, very stiff (SC) (A-6) SANDY LEAN CLAY, a little gravel, gray, very stiff (CL) (A-6) END OF BORING Westbend Rd M M M M M M 12 10 11 25 29 17 SS SS SS SS SS SS 12 15 15 15 14 17 13 11/7/22 14.5 NOTE: REFER TO THE ATTACHED SHEETS FOR AN EXPLANATION OF TERMINOLOGY ON THIS LOG SAMPLEDDEPTH3.25" HSA CASINGDEPTH WATER LEVEL MEASUREMENTS 1C BORINGCOMPLETED: 12.5 CAVE-INDEPTH DEPTH: DRILLINGFLUID LEVEL DR: 3:08 14.5 TIME LG: WATERLEVELDATE Rig: DRILLING METHOD AG None SD 0-12½' 11/7/22 Surface Elevation 918.2 FIELD & LABORATORY TESTS WCN 03/2011 RECIN.DEN %-#200GEOLOGYSAMPLETYPEMATERIAL DESCRIPTION MC 1 2 3 4 5 6 7 8 9 10 11 12 13 14 01-DHR-060 DEPTHINFEET P-0016854 LL PL B-406 (p. 1 of 1) 2024 Golden Valley Street Improvements; Golden Valley, MN 176490.08 AET No: Project: Log of Boring No. E 500296.31 SUBSURFACE BORING LOG N Co. Coordinates:AET_CORP W-COORDINATES P-0016854.GPJ AET+CPT+WELL.GDT 12/29/22454 18 24 18 24 24 24 FILL TILL OR FILL TILL 4" Bituminous pavement 4" FILL, mostly sand with silt and gravel, brown (A-1-b) (possible aggregate base) CLAYEY SAND, a little gravel, brown and gray mottled, stiff to very stiff, lenses and laminations of silt and lean clay (SC) (A-6) (possible fill) CLAYEY SAND, a little gravel, dark brown to grayish brown, stiff (SC) (A-6) CLAYEY SAND, a little gravel, brown and gray mottled, very stiff, laminations of silt and silty sand (SC) (A-6) END OF BORING Wisconsin Ave M M M M M M 15 16 10 14 17 25 SS SS SS SS SS SS 20 18 17 18 15 14 11/9/22 14.5 NOTE: REFER TO THE ATTACHED SHEETS FOR AN EXPLANATION OF TERMINOLOGY ON THIS LOG SAMPLEDDEPTH3.25" HSA CASINGDEPTH WATER LEVEL MEASUREMENTS 1C BORINGCOMPLETED: 12.5 CAVE-INDEPTH DEPTH: DRILLINGFLUID LEVEL DR: 10:33 14.5 TIME LG: WATERLEVELDATE Rig: DRILLING METHOD AG None SD 0-12½' 11/9/22 Surface Elevation 923.6 FIELD & LABORATORY TESTS WCN 03/2011 RECIN.DEN %-#200GEOLOGYSAMPLETYPEMATERIAL DESCRIPTION MC 1 2 3 4 5 6 7 8 9 10 11 12 13 14 01-DHR-060 DEPTHINFEET P-0016854 LL PL B-407 (p. 1 of 1) 2024 Golden Valley Street Improvements; Golden Valley, MN 176760.64 AET No: Project: Log of Boring No. E 499647.96 SUBSURFACE BORING LOG N Co. Coordinates:AET_CORP W-COORDINATES P-0016854.GPJ AET+CPT+WELL.GDT 12/29/22455 16 24 16 24 24 22 FILL TILL 5.5" Bituminous pavement 8.75" FILL, mostly silty sand with gravel, brown (A-1-b) (possible aggregate base) FILL, mostly clayey sand, a little gravel, brown and dark brown (A-6) CLAYEY SAND, a little gravel, brown and gray mottled, a little dark brown, firm, laminations of sandy silt (SC) (A-6) CLAYEY SAND, a little gravel, brown and gray mottled, firm to stiff (SC) (A-6) CLAYEY SAND, a little gravel, brown and gray mottled, very stiff, laminations of sandy silt (SC) (A-6) SILTY SAND, a little gravel, brown, medium dense (SM) (A-2-4) SILTY SAND WITH GRAVEL, brown, dense (SM) (A-1-b) CLAYEY SAND, a little gravel, grayish brown, hard, laminations of silty sand (SC) (A-6) END OF BORING Orkla Dr M M M M M/W W/M 17 7 5 9 30 40 SS SS SS SS SS SS 13 15 16 17 22 16 1427 14 49 11/9/22 11/9/22 11/9/22 11/9/22 14.5 14.5 14.5 14.5 NOTE: REFER TO THE ATTACHED SHEETS FOR AN EXPLANATION OF TERMINOLOGY ON THIS LOG SAMPLEDDEPTH3.25" HSA CASINGDEPTH WATER LEVEL MEASUREMENTS 1C BORINGCOMPLETED: 12.5 12.5 0.0 0.0 CAVE-INDEPTH DEPTH: DRILLINGFLUID LEVEL DR: 11:42 11:53 12:00 12:10 12.3 12.3 10.9 10.8 TIME LG: WATERLEVELDATE Rig: DRILLING METHOD AG 11.3 11.2 10.5 10.6SD 0-12½' 11/9/22 Surface Elevation 915.4 FIELD & LABORATORY TESTS WCN 03/2011 RECIN.DEN %-#200GEOLOGYSAMPLETYPEMATERIAL DESCRIPTION MC 1 2 3 4 5 6 7 8 9 10 11 12 13 14 01-DHR-060 DEPTHINFEET P-0016854 LL PL B-408 (p. 1 of 1) 2024 Golden Valley Street Improvements; Golden Valley, MN 176770.41 AET No: Project: Log of Boring No. E 499961.16 SUBSURFACE BORING LOG N Co. Coordinates:AET_CORP W-COORDINATES P-0016854.GPJ AET+CPT+WELL.GDT 12/29/22456 11 24 24 24 24 24 FILL TILL 5" Bituminous pavement 1" FILL, mostly sand with silt and gravel, dark brown (A-1-b) (possible aggregate base) CLAYEY SAND, a little gravel, brown, a little light brown, firm to stiff, laminations of sandy silt (SC) (A-6) CLAYEY SAND, a little gravel, brown, very stiff, laminations of silty sand (SC) (A-6) CLAYEY SAND, a little gravel, brown, very stiff (SC) (A-6) END OF BORING Valders Ave M M M M M M 8 10 17 22 27 24 SS SS SS SS SS SS 17 18 14 12 13 13 11/8/22 14.5 NOTE: REFER TO THE ATTACHED SHEETS FOR AN EXPLANATION OF TERMINOLOGY ON THIS LOG SAMPLEDDEPTH3.25" HSA CASINGDEPTH WATER LEVEL MEASUREMENTS 1C BORINGCOMPLETED: 12.5 CAVE-INDEPTH DEPTH: DRILLINGFLUID LEVEL DR: 10:47 14.5 TIME LG: WATERLEVELDATE Rig: DRILLING METHOD AG None SD 0-12½' 11/8/22 Surface Elevation 924.6 FIELD & LABORATORY TESTS WCN 03/2011 RECIN.DEN %-#200GEOLOGYSAMPLETYPEMATERIAL DESCRIPTION MC 1 2 3 4 5 6 7 8 9 10 11 12 13 14 01-DHR-060 DEPTHINFEET P-0016854 LL PL B-409 (p. 1 of 1) 2024 Golden Valley Street Improvements; Golden Valley, MN 176688.65 AET No: Project: Log of Boring No. E 500451.82 SUBSURFACE BORING LOG N Co. Coordinates:AET_CORP W-COORDINATES P-0016854.GPJ AET+CPT+WELL.GDT 12/29/22457 15 22 24 24 24 24 FILL TILL 4" Bituminous pavement 6.5" FILL, mostly silty sand with gravel, brown (A-1-b) (possible aggregate base) FILL, mixture of clayey sand and silty sand, a little gravel, brown (A-2-6) CLAYEY SAND, a little gravel, brown, a little light brown, stiff to very stiff, laminations of sandy silt (SC) (A-6) CLAYEY SAND, a little gravel, brown, a little dark brown, very stiff, laminations of sandy silt (SC) (A-6) END OF BORING Winnetka Heights Dr M M M M M M 34 10 25 21 26 24 SS SS SS SS SS SS 12 16 15 15 19 14 11/9/22 14.5 NOTE: REFER TO THE ATTACHED SHEETS FOR AN EXPLANATION OF TERMINOLOGY ON THIS LOG SAMPLEDDEPTH3.25" HSA CASINGDEPTH WATER LEVEL MEASUREMENTS 1C BORINGCOMPLETED: 12.5 CAVE-INDEPTH DEPTH: DRILLINGFLUID LEVEL DR: 8:36 14.5 TIME LG: WATERLEVELDATE Rig: DRILLING METHOD AG None SD 0-12½' 11/9/22 Surface Elevation 917.2 FIELD & LABORATORY TESTS WCN 03/2011 RECIN.DEN %-#200GEOLOGYSAMPLETYPEMATERIAL DESCRIPTION MC 1 2 3 4 5 6 7 8 9 10 11 12 13 14 01-DHR-060 DEPTHINFEET P-0016854 LL PL B-410 (p. 1 of 1) 2024 Golden Valley Street Improvements; Golden Valley, MN 176848.67 AET No: Project: Log of Boring No. E 500107.98 SUBSURFACE BORING LOG N Co. Coordinates:AET_CORP W-COORDINATES P-0016854.GPJ AET+CPT+WELL.GDT 12/29/22458 18 19 24 24 24 24 FILL TILL OR FILL TILL 3.25" Bituminous pavement 7.5" FILL, mostly sand with silt and gravel, brown (A-1-b) (possible aggregate base) SANDY LEAN CLAY, a little gravel, brown, a little dark brown and light brown, stiff to firm, laminations of silty sand (CL) (A-6) (possible fill) CLAYEY SAND, a little gravel, brown, a little light gray, stiff, laminations of sandy silt (SC) (A-6) CLAYEY SAND,a little gravel, brown, very stiff (SC) (A-6) CLAYEY SAND, a little gravel, grayish brown, a little brown, very stiff, laminations of sandy silt (SC) (A-6) END OF BORING Wisconsin Ave M M M M M M 13 8 12 21 25 23 SS SS SS SS SS SS 14 15 15 14 15 15 10 11/9/22 14.5 NOTE: REFER TO THE ATTACHED SHEETS FOR AN EXPLANATION OF TERMINOLOGY ON THIS LOG SAMPLEDDEPTH3.25" HSA CASINGDEPTH WATER LEVEL MEASUREMENTS 1C BORINGCOMPLETED: 12.5 CAVE-INDEPTH DEPTH: DRILLINGFLUID LEVEL DR: 9:44 14.5 TIME LG: WATERLEVELDATE Rig: DRILLING METHOD AG None SD 0-12½' 11/9/22 Surface Elevation 935.0 FIELD & LABORATORY TESTS WCN 03/2011 RECIN.DEN %-#200GEOLOGYSAMPLETYPEMATERIAL DESCRIPTION MC 1 2 3 4 5 6 7 8 9 10 11 12 13 14 01-DHR-060 DEPTHINFEET P-0016854 LL PL B-411 (p. 1 of 1) 2024 Golden Valley Street Improvements; Golden Valley, MN 177225.39 AET No: Project: Log of Boring No. E 499634.47 SUBSURFACE BORING LOG N Co. Coordinates:AET_CORP W-COORDINATES P-0016854.GPJ AET+CPT+WELL.GDT 12/29/22459 4 21 24 24 24 24 FILL TILL 2" Bituminous pavement 12" FILL, mostly gravelly sand with silt, brown (A-1-b) (possible aggregate base) FILL, mostly clayey sand, a little silty sand and gravel, brown (A-2-6) CLAYEY SAND, a little gravel, brown, stiff (SC) (A-6) CLAYEY SAND, a little gravel, brown, a little gray mottled, very stiff, laminations of sandy silt and silty sand (SC) (A-6) CLAYEY SAND, a little gravel, brown, a little dark brown, very stiff, laminations of silty sand (SC) (A-6) END OF BORING Orkla Dr M M M M M M 22 10 16 20 26 30 SS SS SS SS SS SS 12 15 17 16 15 17 10 11/8/22 14.5 NOTE: REFER TO THE ATTACHED SHEETS FOR AN EXPLANATION OF TERMINOLOGY ON THIS LOG SAMPLEDDEPTH3.25" HSA CASINGDEPTH WATER LEVEL MEASUREMENTS 1C BORINGCOMPLETED: 12.5 CAVE-INDEPTH DEPTH: DRILLINGFLUID LEVEL DR: 1:04 14.5 TIME LG: WATERLEVELDATE Rig: DRILLING METHOD AG None SD 0-12½' 11/8/22 Surface Elevation 923.0 FIELD & LABORATORY TESTS WCN 03/2011 RECIN.DEN %-#200GEOLOGYSAMPLETYPEMATERIAL DESCRIPTION MC 1 2 3 4 5 6 7 8 9 10 11 12 13 14 01-DHR-060 DEPTHINFEET P-0016854 LL PL B-412 (p. 1 of 1) 2024 Golden Valley Street Improvements; Golden Valley, MN 177383.64 AET No: Project: Log of Boring No. E 499981.42 SUBSURFACE BORING LOG N Co. Coordinates:AET_CORP W-COORDINATES P-0016854.GPJ AET+CPT+WELL.GDT 12/29/22460 18 19 24 24 24 24 14 2 24 FILL TILL 4" Bituminous pavement 11" FILL, mostly silty sand with gravel, a little clayey sand, brown (A-1-b) (possible aggregate base) FILL, mostly clayey sand, a little gravel, brown and dark brown (A-6) CLAYEY SAND, a little gravel, brown, a little dark brown, stiff, laminations of sandy silt (SC) (A-6) SANDY LEAN CLAY, a little gravel, brown and gray mottled, stiff, laminations of sandy silt (CL) (A-6) SANDY LEAN CLAY, a little gravel, brown, a little dark brown, very stiff to hard, laminations of sandy silt (CL) (A-6) SANDY LEAN CLAY, a little gravel, brown to gray, hard to very stiff (CL) (A-6) END OF BORING Valders Ave M M M M M M M M M 18 12 9 10 17 17 41 39 23 SS SS SS SS SS SS SS SS SS 13 17 15 16 15 16 15 15 15 15 11/8/22 21.5 NOTE: REFER TO THE ATTACHED SHEETS FOR AN EXPLANATION OF TERMINOLOGY ON THIS LOG SAMPLEDDEPTH3.25" HSA CASINGDEPTH WATER LEVEL MEASUREMENTS 1C BORINGCOMPLETED: 19.5 CAVE-INDEPTH DEPTH: DRILLINGFLUID LEVEL DR: 11:58 21.5 TIME LG: WATERLEVELDATE Rig: DRILLING METHOD AG None SD 0-19½' 11/8/22 Surface Elevation 912.4 FIELD & LABORATORY TESTS WCN 03/2011 RECIN.DEN %-#200GEOLOGYSAMPLETYPEMATERIAL DESCRIPTION MC 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 01-DHR-060 DEPTHINFEET P-0016854 LL PL B-413 (p. 1 of 1) 2024 Golden Valley Street Improvements; Golden Valley, MN 177184.16 AET No: Project: Log of Boring No. E 500277.77 SUBSURFACE BORING LOG N Co. Coordinates:AET_CORP W-COORDINATES P-0016854.GPJ AET+CPT+WELL.GDT 12/29/22461 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 0.0010.010.1110100 3/4 30 medium D10 coarse 4 14081.5 6 200100 GRAIN SIZE IN MILLIMETERS Specimen Identification Specimen Identification MC% LL PL PI Cc SILT OR CLAY GRADATION CURVES 32.1 39.0 4.5 23.6 11.7 %Sand %Silt %Clay 55.5 46.8 51.9 58.4 75.4 %Gravel SAND 40 fine D30 1 D60 U.S. SIEVE NUMBERS 20161410 U.S. SIEVE OPENING IN INCHES HYDROMETER 64.71.45 2214 23 B-401 B-402 B-402 B-403 B-406 1.5' 0.8' 4.5' 0.9' 0.8' 1.5' 0.8' 4.5' 0.9' 0.8' B-401 B-402 B-402 B-403 B-406 1/2 20 36 P E R C E N T F I N E R B Y W E I G H T 3 Gravelly silty sand, dark brown (A-1-b) Gravelly silty sand, dark brown (A-1-b) Clayey sand, a little gravel, gray and black (SC) (A-6) Silty sand with gravel, dark brown and light gray (A-1-b) Silty sand with a little gravel, brown (A-1-b) 3/8 19.00 25.00 12.50 19.00 16.00 2.84 4.28 0.19 1.30 0.70 0.425 0.365 0.234 0.246 Classification Cu D100 6 70 504 GRAVEL fineCOBBLES coarse 12.4 14.2 43.6 18.0 12.9 11/7/22 2024 Golden Valley Street Improvements; Golden Valley, MN PROJECT AET JOB NO. DATE P-0016854 AET 550 Cleveland Avenue North St. Paul, MN 55114 Telephone: (651) 659-9001 Fax: (651) 659-1347 462 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 0.0010.010.1110100 3/4 30 medium D10 coarse 4 14081.5 6 200100 GRAIN SIZE IN MILLIMETERS Specimen Identification Specimen Identification MC% LL PL PI Cc SILT OR CLAY GRADATION CURVES 25.9 0.7 27.0 31.6 17.7 %Sand %Silt %Clay 60.0 50.6 63.1 58.1 66.9 %Gravel SAND 40 fine D30 1 D60 U.S. SIEVE NUMBERS 20161410 U.S. SIEVE OPENING IN INCHES HYDROMETER 21.9 27.5 0.84 0.73 1314 23 B-408 B-408 B-411 B-412 B-413 0.9' 4.5' 0.7' 0.8' 0.9' 0.9' 4.5' 0.7' 0.8' 0.9' B-408 B-408 B-411 B-412 B-413 1/2 16 27 P E R C E N T F I N E R B Y W E I G H T 3 Silty sand with gravel, brown (A-1-b) Clayey sand, a little gravel, brown (SC) (A-6) Sand with silt and gravel, brown (A-1-b) Gravelly sand with silt, brown (A-1-b) Silty sand with gravel, a little clayey sand, brown (A-1-b) 3/8 19.00 9.50 25.00 25.00 16.00 1.83 0.15 1.66 1.96 1.09 18.3 0.302 0.018 0.326 0.318 0.244 Classification Cu D100 6 70 504 GRAVEL 30.3 fineCOBBLES coarse 0.0760 14.0 9.9 10.3 15.4 11/8/22 2024 Golden Valley Street Improvements; Golden Valley, MN PROJECT AET JOB NO. DATE P-0016854 AET 550 Cleveland Avenue North St. Paul, MN 55114 Telephone: (651) 659-9001 Fax: (651) 659-1347 463 Geotechnical Data Report 2024 Street Improvements – Golden Valley, Minnesota January 6, 2023 Report No. P-0016854 Appendix B Geotechnical Report Limitations and Guidelines for Use 464 Appendix B Geotechnical Report Limitations and Guidelines for Use Report No. P-0016854 Page 1 of 3 B.1 REFERENCE This appendix provides information to help you manage your risks relating to subsurface problems which are caused by construction delays, cost overruns, claims, and disputes. This information was developed and provided by GBA1, of which, we are a member firm. B.2 RISK MANAGEMENT INFORMATION B.2.1 Understand the Geotechnical Engineering Services Provided for this Report Geotechnical engineering services typically include the planning, collection, interpretation, and analysis of exploratory data from widely spaced borings and/or test pits. Field data are combined with results from laboratory tests of soil and rock samples obtained from field exploration (if applicable), observations made during site reconnaissance, and historical information to form one or more models of the expected subsurface conditions beneath the site. Local geology and alterations of the site surface and subsurface by previous and proposed construction are also important considerations. Geotechnical engineers apply their engineering training, experience, and judgment to adapt the requirements of the prospective project to the subsurface model(s). Estimates are made of the subsurface conditions that will likely be exposed during construction as well as the expected performance of foundations and other structures being planned and/or affected by construction activities. The culmination of these geotechnical engineering services is typically a geotechnical engineering report providing the data obtained, a discussion of the subsurface model(s), the engineering and geologic engineering assessments and analyses made, and the recommendations developed to satisfy the given requirements of the project. These reports may be titled investigations, explorations, studies, assessments, or evaluations. Regardless of the title used, the geotechnical engineering report is an engineering interpretation of the subsurface conditions within the context of the project and does not represent a close examination, systematic inquiry, or thorough investigation of all site and subsurface conditions. B.2.2 Geotechnical Engineering Services are Performed for Specific Purposes, Persons, and Projects, and At Specific Times Geotechnical engineers structure their services to meet the specific needs, goals, and risk management preferences of their clients. A geotechnical engineering study conducted for a given civil engineer will not likely meet the needs of a civil-works constructor or even a different civil engineer. Because each geotechnical engineering study is unique, each geotechnical engineering report is unique, prepared solely for the client. Likewise, geotechnical engineering services are performed for a specific project and purpose. For example, it is unlikely that a geotechnical engineering study for a refrigerated warehouse will be the same as one prepared for a parking garage; and a few borings drilled during a preliminary study to evaluate site feasibility will not be adequate to develop geotechnical design recommendations for the project. Do not rely on this report if your geotechnical engineer prepared it: • for a different client; • for a different project or purpose; • for a different site (that may or may not include all or a portion of the original site); or • before important events occurred at the site or adjacent to it; e.g., man-made events like construction or environmental remediation, or natural events like floods, droughts, earthquakes, or groundwater fluctuations. Note, too, the reliability of a geotechnical-engineering report can be affected by the passage of time, because of factors like changed subsurface conditions; new or modified codes, standards, or regulations; or new techniques or tools. If you are the least bit uncertain about the continued reliability of this report, contact your geotechnical engineer before applying the recommendations in it. A minor amount of additional testing or analysis after the passage of time – if any is required at all – could prevent major problems. 1 Geoprofessional Business Association, 1300 Piccard Drive, LL14, Rockville, MD 20850 Telephone: 301/565-2733: www.geoprofessional.org, 2019 465 Appendix B Geotechnical Report Limitations and Guidelines for Use Report No. P-0016854 Page 2 of 3 B.2.3 Read the Full Report Costly problems have occurred because those relying on a geotechnical-engineering report did not read the report in its entirety. Do not rely on an executive summary. Do not read selective elements only. Read and refer to the report in full. B.2.4 You Need to Inform Your Geotechnical Engineer About Change Your geotechnical engineer considered unique, project-specific factors when developing the scope of study behind this report and developing the confirmation-dependent recommendations the report conveys. Typical changes that could erode the reliability of this report include those that affect: • the site’s size or shape; • the elevation, configuration, location, orientation, function or weight of the proposed structure and the desired performance criteria; • the composition of the design team; or • project ownership. As a general rule, always inform your geotechnical engineer of project or site changes – even minor ones – and request an assessment of their impact. The geotechnical engineer who prepared this report cannot accept responsibility or liability for problems that arise because the geotechnical engineer was not informed about developments the engineer otherwise would have considered. B.2.5 Most of the “Findings” Related in This Report Are Professional Opinions Before construction begins, geotechnical engineers explore a site’s subsurface using various sampling and testing procedures. Geotechnical engineers can observe actual subsurface conditions only at those specific locations where sampling and testing is performed. The data derived from that sampling and testing were reviewed by your geotechnical engineer, who then applied professional judgement to form opinions about subsurface conditions throughout the site. Actual sitewide-subsurface conditions may differ – maybe significantly – from those indicated in this report. Confront that risk by retaining your geotechnical engineer to serve on the design team through project completion to obtain informed guidance quickly, whenever needed. B.2.6 This Report’s Recommendations Are Confirmation-Dependent The recommendations included in this report – including any options or alternatives – are confirmation-dependent. In other words, they are not final, because the geotechnical engineer who developed them relied heavily on judgement and opinion to do so. Your geotechnical engineer can finalize the recommendations only after observing actual subsurface conditions exposed during construction. If through observation your geotechnical engineer confirms that the conditions assumed to exist actually do exist, the recommendations can be relied upon, assuming no other changes have occurred. The geotechnical engineer who prepared this report cannot assume responsibility or liability for confirmation-dependent recommendations if you fail to retain that engineer to perform construction observation. B.2.7 This Report Could Be Misinterpreted Other design professionals’ misinterpretation of geotechnical engineering reports has resulted in costly problems. Confront that risk by having your geotechnical engineer serve as a continuing member of the design team, to: • confer with other design-team members; • help develop specifications; • review pertinent elements of other design professionals’ plans and specifications; and • be available whenever geotechnical engineering guidance is needed. You should also confront the risk of constructors misinterpreting this report. Do so by retaining your geotechnical engineer to participate in prebid and preconstruction conferences and to perform construction-phase observations. B.2.8 Give Constructors a Complete Report and Guidance Some owners and design professionals mistakenly believe they can shift unanticipated-subsurface-conditions liability to constructors by limiting the information they provide for bid preparation. To help prevent the costly, 466 Appendix B Geotechnical Report Limitations and Guidelines for Use Report No. P-0016854 Page 3 of 3 contentious problems this practice has caused, include the complete geotechnical engineering report, along with any attachments or appendices, with your contract documents, but be certain to note conspicuously that you’ve included the material for information purposes only. To avoid misunderstanding, you may also want to note that “informational purposes” means constructors have no right to rely on the interpretations, opinions, conclusions, or recommendations in the report. Be certain that constructors know they may learn about specific project requirements, including options selected from the report, only from the design drawings and specifications. Remind constructors that they may perform their own studies if they want to, and be sure to allow enough time to permit them to do so. Only then might you be in a position to give constructors the information available to you, while requiring them to at least share some of the financial responsibilities stemming from unanticipated conditions. Conducting prebid and preconstruction conferences can also be valuable in this respect. B.2.9 Read Responsibility Provisions Closely Some client representatives, design professionals, and constructors do not realize that geotechnical engineering is far less exact than other engineering disciplines. This happens in part because soil and rock on project sites are typically heterogeneous and not manufactured materials with well-defined engineering properties like steel and concrete. That lack of understanding has nurtured unrealistic expectations that have resulted in disappointments, delays, cost overruns, claims, and disputes. To confront that risk, geotechnical engineers commonly include explanatory provisions in their reports. Sometimes labeled “limitations,” many of these provisions indicate where geotechnical engineers’ responsibilities begin and end, to help others recognize their own responsibilities and risks. Read these provisions closely. Ask questions. Your geotechnical engineer should respond fully and frankly. B.2.10 Geoenvironmental Concerns Are Not Covered The personnel, equipment, and techniques used to perform an environmental study – e.g., a “phase-one” or “phase- two” environmental site assessment – differ significantly from those used to perform a geotechnical engineering study. For that reason, a geotechnical engineering report does not usually provide environmental findings, conclusions, or recommendations; e.g., about the likelihood of encountering underground storage tanks or regulated contaminants. Unanticipated subsurface environmental problems have led to project failures. If you have not obtained your own environmental information about the project site, ask your geotechnical consultant for a recommendation on how to find environmental risk-management guidance. B.2.11 Obtain Professional Assistance to Deal with Moisture Infiltration and Mold While your geotechnical engineer may have addressed groundwater, water infiltration, or similar issues in this report, the engineer’s services were not designed, conducted, or intended to prevent migration of moisture – including water vapor – from the soil through building slabs and walls and into the building interior, where it can cause mold growth and material-performance deficiencies. Accordingly, proper implementation of the geotechnical engineer’s recommendations will not of itself be sufficient to prevent moisture infiltration. Confront the risk of moisture infiltration by including building-envelope or mold specialists on the design team. Geotechnical engineers are not building-envelope or mold specialists. 467 Save: 12/5/2023 7:43 AM sprall Plot: 12/7/2023 1:53 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054TL.dwg STEPHEN R PRALL, PE12/19/202354949I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.NOTE:THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D.THIS UTILITY QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINESOF CI/ASCE 38-22 ENTITLED "STANDARD GUIDELINES FOR INVESTIGATING ANDDOCUMENTING EXISTING UTILITIES."THE CONTRACTOR SHALL CALL THE GOPHER STATE ONE CALL SYSTEM AT811 BEFORE COMMENCING EXCAVATION.FILE NO.SignatureDate:Lic. No.CITY OFN.T.S.PROJECT LOCATIONKnow what'sbelow.before you dig.CallRTHIS PLAN CONTAINS 140 SHEETS.INDEXGOVERNING SPECIFICATIONSTHE 2020 EDITION OF THE MINNESOTA DEPARTMENT OFTRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION"SHALL GOVERN EXCEPT AS MODIFIED BY THE SPECIFICATIONS FOR THIS PROJECT.ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF THEMINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, INCLUDING THE LATESTFIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS.GOLDEN VALLEY,MINNESOTACITY PROJECT NO. 24-01GOLDV170054CITY OF GOLDEN VALLEY,HENNEPIN COUNTYGOLDEN VALLEY, MINNESOTA2024 PMPCONSTRUCTIONPLANS FOREXCAVATION, GRADING, CURB & GUTTER, CONCRETE WALK,BITUMINOUS PAVING, STORM SEWER, SANITARY SEWERREPAIR, & WATER MAIN REPLACEMENTSIGN (NON STREET NAME)EDGE OF WOODED AREABUSH / SHRUB AND STUMPDECIDUOUS AND CONIFEROUS TREEBUILDINGRAILROAD TRACKSSTREET NAME SIGNFENCE (UNIDENTIFIED)SANITARY SEWER SERVICE & CLEANOUTTRAFFIC SIGNALWATER SERVICE AND CURB STOP BOXWATER MAIN, HYDRANT, VALVE AND MANHOLESTORM SEWER, MANHOLE AND CATCH BASINSANITARY SEWER AND MANHOLEPERMANENT EASEMENTSOIL BORINGLIGHT POLEOVERHEAD WIRE, POLE AND GUY WIREGAS MAIN, VALVE, VENT AND METER BURIED TV CABLE, PEDESTAL AND MANHOLEIIFM>CULVERT AND APRON ENDWALLFORCE MAIN AND LIFT STATIONRIGHT OF WAYEXISTINGP-BURETTGG#X6"6"COBURIED PHONE CABLE, PEDESTAL AND MANHOLEBURIED FIBER OPTIC CABLE AND MANHOLEFOP-OHP-OHTV-BURTVGXBARBED WIRE FENCEXCCHAIN LINK FENCEXEELECTRIC WIRE FENCEXWDWOOD FENCEXWWWOVEN WIRE FENCEPLATE BEAM GUARDRAILCABLE GUARDRAILT-BURWETLANDWETHHPROPERTY LINE>>HANDHOLEPOST / BOLLARDRETAINING WALLHORIZONTAL CONTROL POINTBENCHMARKSURVEY MARKERXX"GLIFTTVPEXXEBURIED ELECTRIC CABLE, PEDESTAL, MANHOLE,TRANSFORMER AND METERSTWSBM6+00>>>IPROPOSEDFMSTORM SEWER, MANHOLE AND CATCH BASINDRAIN TILECULVERT AND APRON ENDWALLDITCH / SWALESANITARY SERVICE AND CLEANOUTRIGHT-OF-WAYTEMPORARY EASEMENTPERMANENT EASEMENTWATER SERVICE AND CURB STOP BOXSANITARY SEWER, BULKHEAD AND MANHOLEWATER MAIN, TEE, HYDRANT, BULKHEAD AND VALVEFORCE MAINCOSTREET CENTERLINECONSTRUCTION LIMITSWATER VALVE MANHOLE, REDUCER, BEND AND CROSSRIPRAPSTREET NAME SIGNSIGN (NON STREET NAME)RETAINING WALL>>>SSTWofPHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196www.sehinc.comSHEETNO.DESCRIPTION1TITLE SHEETEQ1-EQ3STATEMENT OF ESTIMATED QUANTITIESCN1CONSTRUCTION NOTESD1-D15DETAILSTB1EXISTING SANITARY SEWER STRUCTURE SCHEDULETB2EXISTING STORM SEWER STRUCTURE SCHEDULETB3EXISTING WATER MAIN TABULATIONTB4SANITARY SEWER REPAIR TAULATIONTB5PROPOSED STORM SEWER STRUCTURE SCHEDULETB6-TB8PROPOSED WATER MAIN TABULATIONTB9SIGNING TABULATIONE1-E7SWPPP & EROSION CONTROL PLANA1-A2ALIGNMENT PLAN & TABULATIONTY1TYPICAL SECTIONSID1-ID4INTERSECTION DETAILSID5PEDESTRIAN ISLAND SIGNING PLANPR1-PR2PEDESTRIAN RAMP DETAILSGRADING PLANG1-G2DULUTH STG3-G4WESTBEND RDG5-G7WISCONSIN AVE NG8-G9ORKLA DRG10-G11VALDERS AVE N (SOUTH) - WINNETKA HEIGHTS DRG12VALDERS AVE N (NORTH)G13VALDERS COURT MILL AND OVERLAYUTILITY PLAN (SANITARY SEWER & WATER MAIN)U1-U2DULUTH STU3-U4WESTBEND RDU5-U7WISCONSIN AVE NU8-U9ORLKA DRU10-U11VALDERS AVE N (SOUTH) - WINNETKA HEIGHTS DRU12VALDERS AVE N (NORTH)STORM SEWER PLANS1-S2DULUTH STS3-S4WESTBEND RDS5-S7WISCONSIN AVE NS8-S9ORKLA DRS10-S11VALDERS AVE N (SOUTH) - WINNETKA HEIGHTS DRS12VALDERS AVE N (NORTH)S13-S14STORM SEWER PROFILESCROSS SECTIONSX1-X55CROSS SECTIONS1140DULUTH STREETWINNETKA AVENUE N. (CSAH 156)WESTBEND ROADVALDERS AVENUE N. VALDERS AVE N ORKLA DRIVE WISCONSIN AVENUE N.PROJECT LOCATIONWINNETKA HEIGHTS DRWISCONSIN AVENUE N.VALDERS CT23RD AVENUE N.ZEALAND AVENUE N.XYLON AVENUE N. 468 STATEMENT OF ESTIMATED QUANTITIESLINEITEM NO.ITEM DESCRIPTIONUNITSTOTALESTIMATEDQUANTITYDULUTHSTREETDULUTH STREET &WINNETKA AVE N PEDIMPROVEMENTSWESTBENDROADWISCONSINAVE N (S)WISCONSINAVE N (N)ORKLA DRIVEVALDERS AVE N(S)WINNETKAHEIGHTS DRIVEVALDERS AVE N(N)VALDERSCOURTSECTION A: STREET (BASE BID)12021.501MOBILIZATIONLS1.000.220.010.150.040.140.140.120.070.100.0122101.524CLEARINGTREE354314101332101.524GRUBBINGTREE354314101342102.503PAVEMENT MARKING REMOVALLF37437452102.518PAVEMENT MARKING REMOVALSF909062104.502REMOVE HYDRANT MARKEREACH811212172104.502REMOVE SIGN TYPE CEACH86282104.502SALVAGE SIGNEACH531192104.502SALVAGE SIGN (STREET NAME SIGN)EACH9131211102104.503SALVAGE SPLIT RAIL WOOD FENCELF2929112104.503SALVAGE CHAIN LINK FENCELF58231223122104.503SAWING CONCRETE PAVEMENT (FULL DEPTH)LF85916224138481081246644145132104.503SAWING BIT PAVEMENT (FULL DEPTH)LF1781316284162552962661639211334142104.503REMOVE CURB & GUTTERLF8891236913141132345990147152104.504REMOVE CONCRETE PAVEMENTSY70786374704162104.504REMOVE CONCRETE DRIVEWAY PAVEMENTSY1140129235682001557664213172104.504REMOVE BITUMINOUS DRIVEWAY PAVEMENTSY139014015417391255158158117182104.518REMOVE CONCRETE WALKSF51248923192104.518REMOVE BITUMINOUS WALKSF205205202104.603SALVAGE BRICK LANDSCAPE EDGINGLF84174126212104.603SALVAGE ROCK LANDSCAPE EDGINGLF68231233222104.603SALVAGE MODULAR BLOCK RETAINING WALLLF13823115232104.604SALVAGE BITUMINOUS PAVEMENTSY17632587196353150636922519239218172392242104.618SALVAGE BRICK PAVERS (DRIVEWAY)SF4848252104.618SALVAGE BRICK PAVERS (WALK)SF223223262104.618REMOVE LANDSCAPE MULCHSF14272093869251194272106.507EXCAVATION-COMMON (EV)CY2918661111064166113347724413298524123088282106.609SELECT GRANULAR BORROW (5% MOD)TON3929091402005660169058605870418028303860292108.604GEOTEXTILE FABRIC TYPE VSY1013020483431449441155415231071735966302211.509AGGREGATE BASE, CLASS 5TON10777249320714824281646157811027791062312232.504MILL BITUMINOUS SURFACE (2.0")SY13131313322301.602DRILL AND GROUT REINF BAR (EPOXY COATED)EACH1287850332331.603JOINT ADHESIVE (MASTIC)LF2093341301372930876312930782158146819471080342357.506BITUMINOUS MATERIAL FOR TACK COATGAL109721912150461501501048110481352360.509TYPE SP 9.5 WEARING COURSE MIX (2,C)TON1730348823166239239169115157158362360.509TYPE SP 12.5 NON WEAR COURSE MIX (2,C)TON324371429474137491491347237323372360.509TYPE 9.5 BIT MIXTURE FOR DRIVEWAYS AND TRAILS (2,C)TON34943532210059483129382451.609PIPE BEDDING MATERIALTON24363993859240740327620625414392531.503CONCRETE CURB AND GUTTER DESIGN B618LF12441251713218175451989194513399051252402531.5046" CONCRETE DRIVEWAY PAVEMENTSY216947226897373313169185292412531.603CONCRETE CURB AND GUTTER DESIGN B618 - SPOT REPLACELF161161422540.603INSTALL SALVAGED MODULAR BLOCK RETAINING WALLLF13823115432540.603INSTALL SALVAGED BRICK LANDSCAPE EDGINGLF84174126442540.603INSTALL SALVAGED ROCK LANDSCAPE EDGINGLF68231233452540.618INSTALL SALVAGED BRICK PAVERS (DRIVEWAY)SF4848462540.618INSTALL SALVAGED BRICK PAVERS (WALK)SF223223472557.603INSTALL SALVAGED SPLIT RAIL WOOD FENCELF2929482557.603INSTALL SALVAGED CHAIN LINK FENCELF58231223492563.601TRAFFIC CONTROLLS1.000.220.010.150.040.140.140.120.070.100.01502564.602F & I STREET NAME SIGNEACH9131211512564.602INSTALL SALVAGED SIGNEACH5311522564.618F & I SIGN PANELS TYPE CSF89.75294913532571.602SHRUB AS SPECIFIEDSHRUB16331333542571.602TREE AS SPECIFIEDTREE881284123220552572.603TEMPORARY TREE PROTECTION FENCINGLF32060604080402020562573.501STABILIZED CONSTRUCTION EXITLS1.000.220.010.150.040.140.140.120.070.100.01572573.501EROSION CONTROL SUPERVISORLS1.000.220.010.150.040.140.140.120.070.100.01582575.603F&I LANDSCAPE EDGINGLF472313159592575.604SODDING TYPE LAWN (W/ 4" TOPSOIL)SY19076438040279085030902930197014901380156602575.604MULCH MATERIAL, TYPE SPECIAL (4" THICK)SY1672111013023612575.609LANDSCAPE ROCK (TYPE 9 MULCH)TON152625622582.50324" SOLID LINE MULTI COMP (WHITE)LF84481224632582.50324" SOLID LINE MULTI COMP (YELLOW)LF1212642582.50312" SOLID LINE MULTI COMP (YELLOW)LF8080652582.5034" SOLID LINE MULTI COMP (YELLOW)LF420420Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTAEQ1Save: 12/7/2023 1:50 PM sprall Plot: 12/7/2023 1:53 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054SEQ.dwgSRPSRPSDH 140GOLDV 170054STATEMENT OF ESTIMATED QUANTITIES2024 PMP5494912/19/2023STEPHEN R PRALL, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.469 STATEMENT OF ESTIMATED QUANTITIESLINEITEM NO.ITEM DESCRIPTIONUNITSTOTALESTIMATEDQUANTITYDULUTHSTREETDULUTH STREET &WINNETKA AVE N PEDIMPROVEMENTSWESTBENDROADWISCONSINAVE N (S)WISCONSINAVE N (N)ORKLA DRIVEVALDERS AVE N(S)WINNETKAHEIGHTS DRIVEVALDERS AVE N(N)VALDERSCOURTSECTION B: STORM SEWER (BASE BID)662104.502REMOVE CASTING AND COVEREACH3241012294672104.502REMOVE DRAINAGE STRUCTUREEACH314912294682104.503REMOVE SEWER PIPE (STORM)LF1121159183215158286363692108.604GEOTEXTILE FABRIC, TYPE VSY12602102107014021017570175702123.611STREET SWEEPING (W/ PICKUP BROOM)HOUR601283886663712451.509COARSE FILTER AGGREGATE (DRAINTILE)TON5048484285684702870722451.609CRUSHED ROCK FOR STABILIZATIONTON10020155161511810732502.5036" PERF PVC PIPE DRAIN W/ SOCKLF1891315315105210315263105263742502.6026" PVC PIPE DRAIN CLEANOUTEACH4788289444752503.50315" RC PIPE SEWER DES 3006 CL VLF101212378196010920052371762503.50318" RC PIPE SEWER DES 3006 CL IIILF8194338733635772503.50324" RC PIPE SEWER DES 3006 CL IIILF1616782503.50327" RC PIPE SEWER DES 3006 CL IIILF2424792503.5034" PVC PIPE SEWER SDR-35LF13633361903026320511912595802503.5036" PVC PIPE SEWER SDR-35LF79301716104235615761308572624736812503.602CONNECT TO EXISTING STORM SEWER PIPEEACH761822503.602CONNECT TO EXISTING DRAINAGE STRUCTUREEACH11832506.502ADJUST FRAME AND RING CASTINGEACH81223842506.502CONSTRUCT BULKHEADEACH11852506.502CONST DRAINAGE STRUCTURE DESIGN KEACH2246112512862506.502CONST DRAINAGE STRUCTURE DES 48-4020EACH132113411872506.502CONST DRAINAGE STRUCTURE DES 48-4020 W/ SUMPEACH211882506.502CONST DRAINAGE STRUCTURE DES 54-4020EACH22892506.502CONST DRAINAGE STRUCTURE DES 54-4020 W/ SUMPEACH11902506.502CONST DRAINAGE STRUCTURE DES 60-4020EACH211912506.502CONST DRAINAGE STRUCTURE DES 72-4020EACH211922506.602F & I CASTING ASSEMBLY (NEENAH R-1733)EACH1361141932506.602F & I CASTING ASSEMBLY (MCDONALD 74M "A" SERIES)EACH4788289444942506.602F & I CASTING ASSEMBLY (NEENAH R-3067-L)EACH3266224723952573.502STORM DRAIN INLET PROTECTIONEACH711221436814282962573.503SEDIMENT CONTROL LOG TYPE STRAWLF3604812048484848972573.503SILT FENCE, TYPE MSLF28828898SPEC PROV.F & I MANHOLE BAFFLESF41.2517.2512.0012.00SECTION C: WATER MAIN (BASE BID)992104.502REMOVE GATE VALVE AND BOXEACH21143442211002104.502REMOVE HYDRANTEACH81121211012104.503REMOVE WATER SERVICE PIPELF2297594249205303871032092051022104.503REMOVE WATER MAIN PIPELF55829599702271006980259516631341032104.503ABANDON WATER MAIN PIPELF4764761042211.509IMPORTED TEMPORARY STABILIZATION (3" MINUS LIMESTONE)TON148013371431052504.601TEMPORARY WATER SYSTEMLS10000000001062504.602FIRE HYDRANT MARKEREACH112322111072504.6021" CORPORATION STOPEACH831711118147781082504.602CONNECT TO EXISTING WATERMAINEACH9112111111092504.602F & I HYDRANTEACH112322111102504.602STAINLESS STEEL SERVICE SADDLEEACH831711118147781112504.602ADJUST VALVE BOX - WATEREACH71121111122504.6021" CURB STOP AND BOXEACH831711118147781132504.602F&I CASTING ASSEMBLY (DWY CURB STOP)EACH10161111142504.6026" GATE VALVE AND BOXEACH112322111152504.6028" GATE VALVE AND BOXEACH18241323211162504.6031" SIDR 7 PE WATER SERVICE PIPELF2575625252215594052712292131172504.6036" PVC WATERMAIN (C900)LF114302716211371182504.6038" PVC WATERMAIN (C900)LF5930960927227990976703491620361192504.6044" POLYSTYRENE INSULATIONSY92191455101910101202504.608DUCTILE IRON FITTINGS (EPOXY COATED)LB264041653859292487289194253112Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTAEQ2Save: 12/7/2023 1:50 PM sprall Plot: 12/8/2023 11:49 AM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054SEQ.dwgSRPSRPSDH 140GOLDV 170054STATEMENT OF ESTIMATED QUANTITIES2024 PMP5494912/19/2023STEPHEN R PRALL, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.470 SECTION D: SANITARY SEWER (BASE BID)1212104.602REMOVE CASTING FRAMEEACH23444322221222104.602SALVAGE COVEREACH23444322221232104.602F & I CASTING FRAME (NEENAH R-1733 FRAME)EACH22344322221242104.602F & I CASTING FRAME (NEENAH R-1733-1 FRAME) LOW PROFILE (4")EACH111252104.602F & I CASTING ASSEMBLY (MCDONALD 74M "A" SERIES)EACH221262104.603REMOVE SEWER PIPELF1691691272502.6026" PVC PIPE DRAIN CLEANOUTEACH221282502.6028" X 6" PVC WYE (SDR 26)EACH221292503.602CONNECT TO EXISTING SANITARY SEWER SERVICEEACH221302503.6036" PVC PIPE SEWER (SDR 26) (SERVICE)LF60601312503.6038" PVC PIPE SEWER (SDR 35)LF1091091322503.603CLEAN PIPE SEWERLF830170140201801404060801332506.502ADJUST FRAME AND RING CASTINGEACH111342506.602INSTALL SALVAGED COVEREACH23444322221352506.602CONNECT TO EXISTING STRUCTURE (SANITARY)EACH221362506.603RECONSTRUCT MANHOLE STRUCTURELF11.40344SECTION E: CONCRETE WALK (BASE BID)1372521.5184" CONCRETE WALKSF70186756236261382521.5186" CONCRETE WALKSF10912718201392531.603CONCRETE SILLLF1601601402531.618TRUNCATED DOMESSF190401501412582.518CROSSWALK MULTI COMPSF9090SECTION F: SANITARY SEWER MAINLINE LINING (BID ALTERNATE A)1422503.603LINING SEWER PIPE 8"LF2702701432503.603LINING SEWER PIPE 9"LF5021944974309927657254465491SECTION G: SANITARY SEWER SERVICE WYE SEALING VIA GROUT PACKER INJECTION METHOD (BID ALTERNATE B)144SPEC PROVCHEMICAL GROUTGAL4158570109070203040145SPEC PROVSEAL 8" MAIN TO 6" LATERAL W/ 3' BLADDEREACH66146SPEC PROVSEAL 9" MAIN TO 6" LATERAL W/ 3' BLADDEREACH7717142188468SECTION H: SANITARY SEWER WYE LINERS (BID ALTERNATE C)147SPEC PROVSERVICE WYE LINER - 8" MAIN X 6" WYEEACH66148SPEC PROVSERVICE WYE LINER - 9" MAIN X 6" WYEEACH7717142188468STATEMENT OF ESTIMATED QUANTITIESLINEITEM NO.ITEM DESCRIPTIONUNITSTOTALESTIMATEDQUANTITYDULUTHSTREETDULUTH STREET &WINNETKA AVE N PEDIMPROVEMENTSWESTBENDROADWISCONSINAVE N (S)WISCONSINAVE N (N)ORKLA DRIVEVALDERS AVE N(S)WINNETKAHEIGHTS DRIVEVALDERS AVE N(N)VALDERSCOURTRev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTAEQ3Save: 12/7/2023 1:50 PM sprall Plot: 12/7/2023 1:53 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054SEQ.dwgSRPSRPSDH 140GOLDV 170054STATEMENT OF ESTIMATED QUANTITIES2024 PMP5494912/19/2023STEPHEN R PRALL, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.471 Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTA2360.509 BITUMINOUS PAVEMENT113 #/SQ YD/INCH1.75 TONS/CU YD2 TONS/CU YD2451.609 CRUSHED ROCK FOR STABILIZATION2451.609 COARSE FILTER AGGREGATE (DRAINTILE)0.05 GAL/S.Y.2357.506 BITUMINOUS MATERIAL FOR TACK COATPRECAST CONCRETE BASEINSTALLATION OF CATCH BASIN CASTINGS (CONCRETE CURB AND GUTTER)MANHOLE OR CATCH BASIN COVER - 3' X 2' OPENING FOR USE WITH OR WITH TRAFFIC LOADSMANHOLE OR CATCH BASIN FOR USE WITH OR WITHOUT TRAFFIC LOADS (2 SHEETS)SHEAR REINFORCEMENT FOR PRECAST DRAINAGE STRUCTURESGASKET JOINT FOR R.C. PIPE (2 SHEETS)REINFORCED CONCRETE PIPE (5 SHEETS)TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION SHALL APPLY ON THIS PROJECT.THE FOLLOWING STANDARD PLATES APPROVED BY THE DEPARTMENT OF 2211.509 AGGREGATE BASE CLASS 51.8 TONS/CU YD1.8 TONS/CU YD2106.609 SELECT GRANULAR BORROW (5% MOD)4011E7111J 4022A4020J3007F 3006H3000MSTANDARD PLATESPROTECT ALL FACILITIES (INCLUDING PRIVATE UTILITIES) NOT DESIGNATED FORREMOVAL.CONTRACTOR SHALL MINIMIZE INTERRUPTION OF WATER MAIN SERVICE TOADJACENT PROPERTIES. CONTRACTOR SHALL NOTIFY PROPERTY OWNERS 48HOURS IN ADVANCE OF WATER MAIN SERVICE DISRUPTION. CONTRACTOR SHALLCOORDINATE SERVICE INTERRUPTION WITH THE CITY.ANY USE OF TRENCH BOX, SHEETING, SHORING OR OTHER METHODS OR MEANSOF CONSTRUCTION NECESSARY TO COMPLETE CONSTRUCTION WITHIN THECONSTRUCTION LIMITS OR SLOPE EASEMENTS SHOWN WILL BE CONSIDERED TOBE INCIDENTAL & NO DIRECT COMPENSATION WILL BE MADE THEREFORE.COMPACTION OF GRADING ITEMS, INCLUDING AGGREGATE BASE, SHALL BEACCOMPLISHED BY THE "QUALITY COMPACTION METHOD".BACKFILLING OF CURBS WITH ON-SITE MATERIAL IS INCIDENTAL.WHEN CONNECTION TO EXISTING CURB IS REQUIRED, THE EDGE OF EXISTINGCURB SHALL BE SAWCUT TO A NEAT LINE. THIS SHALL BE CONSIDEREDINCIDENTAL.PROPOSED WORK OUTSIDE OF THE RIGHT-OF-WAY IS COVERED BY ATEMPORARY "RIGHT OF ENTRY" AN AGREEMENT BETWEEN THE CITY OF GOLDENVALLEY AND THE PROPERTY OWNER.WATER, GAS, ELECTRIC, FIBER OPTIC, TELEPHONE/COMMUNICATION, SEWER, &TV CABLE LINES SHOWN ON THE DRAWINGS ARE PLOTTED FROM THE BESTINFORMATION AVAILABLE AT THE TIME OF PLAN PREPARATION, BUT MAY NOTREFLECT ACTUAL LOCATIONS OR ELEVATIONS. THE CONTRACTOR SHALL VERIFYLOCATION OF ALL UTILITIES BEFORE BEGINNING CONSTRUCTION WHICH MAY BEAFFECTED BY A UTILITY CONFLICT. THE CONTRACTOR SHALL GIVE 48 HOURSNOTICE TO THE OWNERS OF ALL KNOWN UTILITIES BEFORE STARTING ANYOPERATIONS AFFECTING THOSE PROPERTIES, OR BEGINNING EXCAVATION INTHE VICINITY OF THOSE PROPERTIES, THE CONTRACTOR'S ATTENTION ISDIRECTED TO SECTION 1507 IN THE MNDOT STANDARD SPECIFICATIONS. THECONTRACTOR IS HEREBY REMINDED OF HIS RESPONSIBILITY UNDER STATE LAWTO CONTACT ALL UTILITIES THAT MAY HAVE FACILITIES IN THE AREA. CONTACTMUST BE MADE THROUGH GOPHER STATE ONE-CALL.ALL USES OF THE WORD "INCIDENTAL" IN THESE CONSTRUCTION DOCUMENTSSHALL BE CONSTRUED TO MEAN INCIDENTAL WORK FOR WHICH NO DIRECTCOMPENSATION SHALL BE MADE.DEWATERING DURING UTILITY CONSTRUCTION SHALL BE CONSIDEREDINCIDENTAL.ON-SITE CRUSHING OF CONCRETE PAVEMENT SHALL NOT BE PERMITTED.CONCRETE PAVEMENT SHALL BE BROKEN UP, AS DIRECTED BY ENGINEER, ANDREMOVED FROM PROJECT AREA.IN ORDER TO MAINTAIN TEMPORARY VEHICLE ACCESS DURING CONSTRUCTION,EXISTING CONCRETE PAVEMENT SHALL BE REMOVED HALF AT A TIME ON EACHSTREET AS NEEDED TO REPLACE EXISTING WATER MAIN. IMPORTED TEMPORARYSTABILIZATION (3" MINUS LIMESTONE) SHALL BE USED AS A TEMPORARY DRIVINGSURFACE UNTIL STREET SUBCUTTING BEGINS. REFER TO SPECIFICATIONS FORADDITIONAL DETAILS.CONTRACTOR SHALL PROVIDE & MAINTAIN ALL EROSION CONTROL MEASURES AS SHOWN ONTHESE PLANS & SPECIFICATIONS, & WILL IMPLEMENT ANY ADDITIONAL EROSION CONTROLMEASURES NECESSARY, OR AS DIRECTED BY ENGINEER, IN ORDER TO PROTECT ADJACENTPROPERTY.ALL DIMENSIONS SHALL BE TO FACE OF CURB UNLESS STATED OTHERWISE.APPROXIMATE EXCAVATION DEPTHAPPROXIMATE EXCAVATION DEPTH IS HEREBY DEFINED AS THE TOP OF THE SUBGRADEMATERIAL OR THE BOTTOM OF THE GRANULAR MATERIAL. VERTICAL TAPERS FOR CHANGES IN"APPROXIMATE EXCAVATION DEPTHS" SHALL BE 20:1.SUITABLE MATERIALSSUITABLE MATERIALS SHALL BE ALL GRANULAR SOILS ENCOUNTERED ON THE PROJECT FROMBORROW, NOT DEFINED AS BEING UNSUITABLE BY THE ENGINEER, EXCEPT THAT ONLY SELECTGRANULAR MATERIAL SHALL BE USED WHERE SPECIFIED AS SUCH IN THE PLANS.UNSUITABLE MATERIALSUNSUITABLE MATERIALS ARE ALL MATERIALS DETERMINED BY THE ENGINEER AS BEINGUNSUITABLE FOR GRANULAR BORROW OR STRUCTURAL BACKFILL FOR ROADWAYCONSTRUCTION.PROVIDE FOR THE REMOVAL & DISPOSAL, OFF SITE, OF ANY INPLACE SURFACING OR OTHERSTRUCTURES THAT WOULD INTERFERE WITH CONSTRUCTION. ALL SUCH MATERIALS SHALLBECOME THE PROPERTY OF THE CONTRACTOR & SHALL EITHER BE RECYCLED TO THEEXTENT ALLOWED OR DISPOSED OF OUTSIDE THE RIGHT OF WAY IN ACCORDANCE WITHSPECIFICATION 2104.3D. PROVIDE FOR SAW CUTTING AS DEEMED NECESSARY BY THEENGINEER.ALL EXCAVATED MATERIAL SHALL BE USED ONSITE FOR BORROW ITEMS IF IT MEETSGRADATION REQUIREMENTS, UNLESS DIRECTED OTHERWISE BY THIS PLAN OR AS DIRECTEDBY THE ENGINEER.ALL TOPSOIL STRIPPING WILL BE CONSIDERED INCIDENTAL AND PAID FOR UNDER THE BID ITEMEXCAVATION - COMMON.IN FILL SECTIONS, TOPSOIL & OTHER UNSUITABLE MATERIALS ARE NOT ALLOWED BENEATHTHE ROADWAY.TEST ROLLING WILL BE REQUIRED ON THIS PROJECT AS DIRECTED BY THE ENGINEER & SHALLBE CONSIDERED INCIDENTAL.PLACE A MINIMUM OF 0.33 FEET OF TOPSOIL ON ALL AREAS SCHEDULED FOR TURFRESTORATION OR SOD INSTALLATION.DETECTABLE WARNING SURFACE TRUNCATED DOMES7038ANOTES:1.130% SHRINKAGE FACTOR USED FROM LOOSE VOLUME (LV) TOCOMPACTED VOLUME (CV). 115% EXPANSION FACTOR USED FROMEXCAVATED VOLUME (EV) TO LOOSE VOLUME (LV).2.ALL EXCAVATED MATERIAL NOT USED ON SITE SHALL BE THE PROPERTY OF THE CONTRACTOR.3.EXISTING BITUMINOUS PAVEMENT AND CONCRETE PAVEMENT IS EXCLUDED FROM THE COMMONEXCAVATION QUANTITY. PAVEMENT REMOVAL IS PAID UNDER THE "SALVAGE BITUMINOUSPAVEMENT" AND "REMOVE CONCRETE PAVEMENT" BID ITEMS.4.TOPSOIL IS CONSIDERED INCIDENTAL.CONCRETE CURB & GUTTER (DESIGN B & V)7100HCONSTRUCTION NOTESTURF RESTORATION REQUIREMENTS ON THIS PROJECT ARE AS FOLLOWS:1.ALL DISTURBED AREAS (BEHIND CURB & GUTTER) SHALL BE RESTORED WITH SODUNLESS OTHERWISE DIRECTED BY THE ENGINEER.CONCRETE CURB & GUTTER (DESIGN D, S, & R)7102KEXCAVATION -COMMON 29,186 CY (EV) 33,564 CY (LV)EMBANKMENT2,105 CY (CV) TOPSOIL BORROW2,737 CY (LV) TOPSOIL BORROWDULUTH STREET6,111 CY (EV)DULUTH AND WINNETKA AVE PEDESTRIAN IMPROVEMENTS106 CY (EV)WESTBEND ROAD.4,166 CY (EV)WISCONSIN AVENUE N (SOUTH)1,133 CY (EV)WISCONSIN AVENUE N (NORTH)4,772 CY (EV)ORKLA DRIVE4,413 CY (EV)VALDERS AVENUE N. (SOUTH)2,985 CY (EV)WINNETKA HEIGHTS DRIVE2,412 CY (EV)VALDERS AVENUE N. (NORTH)3,088 CY (EV)BASIS OF ESTIMATED QUANTITIESCN1Save: 12/5/2023 10:27 AM sprall Plot: 12/7/2023 1:53 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054CN.dwgSRPSRPSDH 140GOLDV 170054BASIS OF ESTIMATED QUANTITIES, STANDARDPLATES, & CONSTRUCTION NOTES2024 PMP5494912/19/2023STEPHEN R PRALL, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.DULUTH STREET487 CY (CV)DULUTH AND WINNETKA AVEPEDESTRIAN IMPROVEMENTS10 CY (CV)WESTBEND ROAD.310 CY (CV)WISCONSIN AVENUE N (SOUTH)94 CY (CV)WISCONSIN AVENUE N (NORTH)343 CY (CV)ORKLA DRIVE325 CY (CV)VALDERS AVENUE N. (SOUTH)219 CY (CV)WINNETKA HEIGHTS DRIVE165 CY (CV)VALDERS AVENUE N. (NORTH)152 CY (CV)472 GV-STRT-030eVallyendloGGV-STRT-070eVallyendloGGV-STRT-170eVallyendloGGV-STRT-180eVallyendloGeVallyendloGGV-STRT-210G o l d e n Rhode IslandA v e N2" PYRAMID CAP0602" #34 RIVETAND 1 34" PLASTIC SPACER3/8" DRIVE RIVET W/ (1) NYLONWASHERS (SIGN TO POST)QUICK PUNCH (NOT PRE-PUNCHED)SQUARE TUBE POSTASSEMBLY2" x 2" X 12' -14ga.4'-O"PRE PUNCHED SQUARETUBE ANCHOR ASSEMBLY2-1/4" x 2-1/4" x 4' - 12ga.2" PYRAMID CAP5/16" @ 90° CORNER BOLT(SIGN POST TO ANCHOR POST)GROUND LINE1" TO 2"QUICK PUNCHSQUARE TUBESTREET NAME SIGNPOST DETAILGV-STRT-220eVallyendloG(SIGN TO SIGN)2-1/2" X 2-1/2" X 18" - 12ga.OMNI SLEEVEFOR SOIL STABILIZATION5/16" CORNER BOLTW/ NYLONLOCKING NUTSIGN POST212" x 18" 12ga. OMNIDIRECTIONALSLEEVE W/ 4BLADES214ANCHOR UNIT6" GROUND LINEOMNI ANCHORTOP VIEW214" x 214" x 4'12ga. TELESPAR4' LONG SIGNANCHOR2" x 2" x 10' - 14ga.TELESPAR30" x 30" WHITE ON RED.100 ALUMINUM TYPEIIIA SHEETINGDG3212" x 212" x 18" - 12ga.TELESPARLONG OMNIANCHORSLEEVE1" - 2"GV-STRT-230eVallyendloG1" TO 2"TELESPAR24" x 30" .100 ALUMINUMTYPE IIIA SHEETINGDG3TELESPAR12" x 18" .100 ALUMINUMTYPE IIIA SHEETINGDG3214" x 214" x 4'12ga. TELESPAR4' LONG SIGNANCHOR214" x 214" x 4'12ga. TELESPAR4' LONG SIGNANCHOR2" x 2" x 10' - 14ga.QUICK PUNCHQUICK PUNCH2" x 2" x 10' - 14ga.QUICK PUNCH x 4' - 12ga." x 214"212" xeVallyendloGGV-STRT-240Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTAD1Save: 11/28/2023 10:06 AM sprall Plot: 12/7/2023 1:56 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054DT1.dwgSRPSRPSDH 140GOLDV 170054CONSTRUCTION DETAILS2024 PMP5494912/19/2023STEPHEN R PRALL, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.473 GV-ST-010eVallyendloGGV-ST-010eVallyendloGSTROMSEEWRCITY OF GOLDEN VALLEYGV-ST-020eVallyendloGeVallyendloGGV-ST-050eVallyendloGGV-ST-070eVallyendloGGV-ST-110eVallyendloGGV-WM-020eVallyendloGGV-WM-010Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTAD2Save: 11/28/2023 10:06 AM sprall Plot: 12/7/2023 1:57 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054DT1.dwgSRPSRPSDH 140GOLDV 170054CONSTRUCTION DETAILS2024 PMP5494912/19/2023STEPHEN R PRALL, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.474 GV-WM-060eVallyendloGeVallyendloGGV-WM-070eVallyendloGGV-WM-080eVallyendloGGV-EC-010GV-EC-020eVallyendloGGV-EC-080eVallyendloGNOT TO SCALE GV-EC-100eVallyendloGGV-WM-050eVallyendloGRev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTAD3Save: 11/28/2023 10:06 AM sprall Plot: 12/7/2023 1:59 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054DT1.dwgSRPSRPSDH 140GOLDV 170054CONSTRUCTION DETAILS2024 PMP5494912/19/2023STEPHEN R PRALL, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.475 eVallyendloGGV-SS-020CITY OF G O L DEN VA L L E YCITY OF GOLDEN VALLEYeVallyendloGGV-SS-070eVallyendloGGV-SS-050eVallyendloGGV-SS-040eVallyendloGGV-SS-1105.0' MAX 1.0' MAX 5.0' MAX 1.0' MAX eVallyendloGGV-SS-120eVallyendloGGV-SS-090eVallyendloGGV-SS-010Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTAD4Save: 11/28/2023 10:06 AM sprall Plot: 12/7/2023 2:00 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054DT1.dwgSRPSRPSDH 140GOLDV 170054CONSTRUCTION DETAILS2024 PMP5494912/19/2023STEPHEN R PRALL, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.476 Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTAD5Save: 11/28/2023 10:06 AM sprall Plot: 12/7/2023 2:01 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054DT1.dwgSRPSRPSDH 140GOLDV 170054CONSTRUCTION DETAILS2024 PMP5494912/19/2023STEPHEN R PRALL, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.477 Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTAD6Save: 4/4/2023 10:19 AM sprall Plot: 12/7/2023 2:01 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054DT2.dwgSRPSRPSDH 140GOLDV 170054MNDOT STANDARD PLAN2024 PMP5494912/19/2023STEPHEN R PRALL, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.478 Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTAD7Save: 4/4/2023 10:19 AM sprall Plot: 12/7/2023 2:01 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054DT2.dwgSRPSRPSDH 140GOLDV 170054MNDOT STANDARD PLAN2024 PMP5494912/19/2023STEPHEN R PRALL, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.479 Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTAD8Save: 4/4/2023 10:19 AM sprall Plot: 12/7/2023 2:01 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054DT2.dwgSRPSRPSDH 140GOLDV 170054MNDOT STANDARD PLAN2024 PMP5494912/19/2023STEPHEN R PRALL, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.480 Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTAD9Save: 4/4/2023 10:19 AM sprall Plot: 12/7/2023 2:01 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054DT2.dwgSRPSRPSDH 140GOLDV 170054MNDOT STANDARD PLAN2024 PMP5494912/19/2023STEPHEN R PRALL, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.481 Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTAD10Save: 4/4/2023 10:19 AM sprall Plot: 12/7/2023 2:01 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054DT2.dwgSRPSRPSDH 140GOLDV 170054MNDOT STANDARD PLAN2024 PMP5494912/19/2023STEPHEN R PRALL, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.482 Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTAD11Save: 4/4/2023 10:19 AM sprall Plot: 12/7/2023 2:01 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054DT2.dwgSRPSRPSDH 140GOLDV 170054MNDOT STANDARD PLAN2024 PMP5494912/19/2023STEPHEN R PRALL, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.483 Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTAD12Save: 4/4/2023 10:19 AM sprall Plot: 12/7/2023 2:01 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054DT2.dwgSRPSRPSDH 140GOLDV 170054MNDOT STANDARD PLAN2024 PMP5494912/19/2023STEPHEN R PRALL, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.484 Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTAD13Save: 4/4/2023 10:19 AM sprall Plot: 12/7/2023 2:02 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054DT2.dwgSRPSRPSDH 140GOLDV 170054MNDOT STANDARD PLAN2024 PMP5494912/19/2023STEPHEN R PRALL, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.485 Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTAD14Save: 4/4/2023 10:19 AM sprall Plot: 12/7/2023 2:02 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054DT2.dwgSRPSRPSDH 140GOLDV 170054MNDOT STANDARD PLAN2024 PMP5494912/19/2023STEPHEN R PRALL, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.486 Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTAD15Save: 4/4/2023 10:19 AM sprall Plot: 12/7/2023 2:02 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054DT2.dwgSRPSRPSDH 140GOLDV 170054MNDOT STANDARD PLAN2024 PMP5494912/19/2023STEPHEN R PRALL, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.487 NOTES:1.THE CONTRACTOR IS REQUIRED TO FIELD VERIFY ALL STRUCTURE DIAMETERS PRIOR TO RECONSTRUCTING MANHOLES. STRUCTURES ARE ASSUMED TO BE 42" DIAMETER.2.ADJUSTMENT RINGS SHALL BE THE SAME DIAMETER AS THE TOP SLAB OPENING.EXISTING SANITARY SEWER STRUCTURE SCHEDULELINESTRUCTURENO.LOCATIONSTREETDESIGNLEAVEAS ISEXISTING RIMELEVATIONPROPOSEDRIMELEVATIONREMARKSSTATIONOFFSET (FT)ADJUSTFRAME &RINGCASTING(EA)REMOVECASTINGFRAME &SALVAGECOVER(EA)F & ICASTINGFRAME(NEENAHR-1733)(EA)F & ICASTINGFRAME(NEENAHR-1733-1)LOWPROFILE(4")(EA)INSTALLSALVAGEDCOVER(EA)RECONSTRUCTMANHOLE(LF)LTRT1178410+37.126.94DULUTH STREET1906.56906.342134110+66.676.54DULUTH STREET111906.80906.643134212+66.736.94DULUTH STREET111910.60910.584134316+38.626.82DULUTH STREET111916.21915.915134420+10.666.68DULUTH STREET111924.26923.916178530+00.200.47WESTBEND ROAD17178631+54.770.04WESTBEND ROAD1113.30912.10912.01SALVAGE CONE SECTION, REMOVE 1.4' SECTION, INSTALL 1.0' SECTION UNDER CONE SECTION8178734+80.440.00WESTBEND ROAD111914.00914.139178837+27.130.04WESTBEND ROAD111916.84917.0110178939+73.260.38WESTBEND ROAD111919.74919.6611192352+00.040.00WISCONSIN AVENUE N111919.31919.2312192455+00.840.88WISCONSIN AVENUE N111935.86935.6113192556+07.950.00WISCONSIN AVENUE N111937.24936.9814192658+88.352.58WISCONSIN AVENUE N111931.27931.0615124960+32.442.20WISCONSIN AVENUE N116179263+47.330.58ORKLA DRIVE111916.00916.1517192766+57.451.63ORKLA DRIVE111921.55921.5618192869+27.760.43ORKLA DRIVE111923.00922.9219179183+07.000.55VALDERS AVENUE N111921.10920.6320179086+70.690.11VALDERS AVENUE N111925.32925.1221229987+73.200.01WINNETKA HEIGHTS DRIVE111924.37924.0122179389+45.8310.07WINNETKA HEIGHTS DRIVE1113.80918.33918.03SALVAGE CONE SECTION, REMOVE 1.8' SECTION, INSTALL 1.0' SECTION UNDER CONE SECTION232300101+75.610.31VALDERS AVENUE N1114.30916.52916.03SALVAGE CONE SECTION, INSTALL 1.0' SECTION UNDER CONE SECTION242275104+06.890.32VALDERS AVENUE N111911.68911.72251246A106+66.730.40VALDERS AVENUE N1263076202+06.520.23VALDERS COURT111912.43912.43273075203+06.560.64VALDERS COURT111917.55917.55TOTALS1232212311.403Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTATB1Save: 12/6/2023 2:29 PM sprall Plot: 12/8/2023 7:21 AM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054TB1_EXISTING.dwgSRPSRPSDH 140GOLDV 170054EXISTING SANITARY SEWER STRUCTURESCHEDULE2024 PMP5494912/19/2023STEPHEN R PRALL, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.488 EXISTING STORM SEWER STRUCTURE SCHEDULELINESTRUCTURE.NO.LOCATIONSTREETREMOVELEAVE ASISADJUSTFRAMEAND RINGCASTINGEXISTING RIMELEVATIONPROPOSEDRIMELEVATIONREMARKSSTATIONOFFSET (FT)MH(EA)CB(EA)PIPE(LF)CASTING &COVER(EA)CONSTRUCTBULKHEAD(EA)LTRT1CB10040+42.7814.87WISCONSIN AVENUE NX21X2MH10210+42.7513.27DULUTH STREET1X906.64906.30BULKHEAD NE INVERT3CB10110+66.8528.58DULUTH STREETX29X4CB2811+01.1014.92DULUTH STREETX55X5CB7020+38.5915.55DULUTH STREETX53X6CB7420+39.5928.62DULUTH STREETX22X7MH9830+04.636.49WESTBEND ROADX8CB9430+78.9314.51WESTBEND ROADX20X9MH9530+79.535.55WESTBEND ROADX16X10CB9330+80.2015.66WESTBEND ROADX10X11MH9231+58.405.22WESTBEND ROADX16X12CB8831+70.4915.31WESTBEND ROADX24X13CB9131+84.5515.50WESTBEND ROADX29X14MH8734+86.414.69WESTBEND ROADX16X15CB8535+11.3614.83WESTBEND ROADX22X16CB8435+12.1514.66WESTBEND ROADX30X17MH8237+28.824.71WESTBEND ROADX916.73916.9418CB9050+29.0015.21WISCONSIN AVENUE NX20X19CB8950+30.0515.54WISCONSIN AVENUE NX31X20CB1059+80.1613.00WISCONSIN AVENUE NX928.84928.8421CB1160+04.7413.00WISCONSIN AVENUE NX928.24928.2422CB8660+29.8515.11ORKLA DRIVEX28X23CB8360+30.8314.43ORKLA DRIVEX30X24CB2369+88.0613.00ORKLA DRIVEX921.77921.7725CB2269+88.0613.00ORKLA DRIVEX921.86921.8626CB6880+69.2615.57VALDERS AVENUE NX30X27CB6980+70.6914.24VALDERS AVENUE NX20X28MH7781+31.223.31VALDERS AVENUE NX76X29CB7681+41.6815.08VALDERS AVENUE NX22X30CB7581+43.5213.83VALDERS AVENUE NX17X31CB7883+86.4515.19VALDERS AVENUE NX42X32CB7984+16.1513.96VALDERS AVENUE NX11X33MH8184+21.535.39VALDERS AVENUE NX35X34CB8084+47.1614.20VALDERS AVENUE NX33X35CB118102+99.1815.02VALDERS AVENUE NX63X36CB119103+45.7014.01VALDERS AVENUE NX30X37CB120103+61.9814.58VALDERS AVENUE NX9X38MH121103+67.017.00VALDERS AVENUE NX261X39CB32106+28.0913.00VALDERS AVENUE NX909.85909.8540MH33106+28.306.90VALDERS AVENUE NX909.89909.8941CB31106+29.0013.00VALDERS AVENUE NX909.83909.8342CB120201+68.7112.35VALDERS COURTX910.98910.9843CB121201+69.3114.89VALDERS COURTX910.95910.9544MH122203+01.1210.17VALDERS COURTX917.17917.17TOTALS625112132148Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTATB2Save: 12/6/2023 2:29 PM sprall Plot: 12/7/2023 2:02 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054TB1_EXISTING.dwgSRPSRPSDH 140GOLDV 170054EXISTING STORM SEWER STRUCTURE SCHEDULE2024 PMP5494912/19/2023STEPHEN R PRALL, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.489 EXISTING WATER MAIN TABULATIONLOCATIONITEMREMOVEHYDRANT(EA)REMOVEHYDRANTMARKER(EA)ADJUSTGATEVALVEBOX(EA)REMOVEGATEVALVE &BOX(EA)REMOVEWATERMAINPIPE(LF)ABANDONWATERMAINPIPE(LF)REMOVEWATERSERVICEPIPE(LF)REMARKSSTREETSTATIONOFFSET (FT)DULUTH STREET10+87 - 20+313.45 RT - 3.95 RT6" CIP1944DULUTH STREET11+42.5035.59 LT1" SERVICE39DULUTH STREET11+88.4532.62 RT1" SERVICE29DULUTH STREET12+13.2439.41 LT1" SERVICE43DULUTH STREET12+90.1431.96 RT1" SERVICE28DULUTH STREET13+11.9636.91 LT1" SERVICE41DULUTH STREET13+67.8532.43 RT1" SERVICE29DULUTH STREET14+27.4735.84 LT1" SERVICE40DULUTH STREET14+94.6933.75 RT1" SERVICE30DULUTH STREET15+56.2237.58 LT1" SERVICE42DULUTH STREET16+05.9933.50 RT1" SERVICE30DULUTH STREET16+26.4036.50 LT1" SERVICE40DULUTH STREET17+11.4237.34 LT1" SERVICE41DULUTH STREET17+30.1433.15 RT1" SERVICE29DULUTH STREET17+45.9418.63 RTHYDRANT11115DULUTH STREET18+07.8833.34 RT1" SERVICE29DULUTH STREET18+14.1035.59 LT1" SERVICE40DULUTH STREET19+21.2537.47 LT1" SERVICE42DULUTH STREET19+28.1325.76 RT1" SERVICE22WESTBEND ROAD30+36 - 39+979.2 RT - 10.1 RT6" CIP1961WESTBEND ROAD30+98.0629.87 RT1" SERVICE20WESTBEND ROAD31+25.849.76 RTGV1WESTBEND ROAD31+83.2830.09 RT1" SERVICE21WESTBEND ROAD32+59.6825.57 RT1" SERVICE17WESTBEND ROAD34+08.6326.08 RT1" SERVICE18WESTBEND ROAD34+27.7816.53 RTHYDRANT1119WESTBEND ROAD34+51.807.77 RTGV1WESTBEND ROAD34+75.0027.05 RT1" SERVICE19WESTBEND ROAD35+85.7327.22 RT1" SERVICE19WESTBEND ROAD36+65.8729.67 RT1" SERVICE21WESTBEND ROAD36+73.7529.09 LT1" SERVICE38WESTBEND ROAD37+72.8528.03 RT1" SERVICE19WESTBEND ROAD37+92.9027.92 LT1" SERVICE38WESTBEND ROAD38+65.1828.59 RT1" SERVICE19WESTBEND ROAD39+42.4810.42 RTGV1WISCONSIN AVE N40+50 - 42+7710.8 LT - 10.3 LT6" CIP2227WISCONSIN AVE N41+94.1330.33 LT1" SERVICE20CONCRETE DRIVEWAYWISCONSIN AVE N49+93 - 59+8310.78 LT - 5.2 LT6" CIP990WISCONSIN AVE N50+32.2510.81 LTGV1WISCONSIN AVE N50+81.6723.50 RT1" SERVICE34PAVER WALKWISCONSIN AVE N50+88.7929.28 LT1" SERVICE18PAVER WALKWISCONSIN AVE N51+78.8027.38 RT1" SERVICE39CONCRETE DRIVEWAYWISCONSIN AVE N51+89.0932.23 LT1" SERVICE21WISCONSIN AVE N52+48.5419.58 LTHYDRANT1118WISCONSIN AVE N52+92.2229.84 RT1" SERVICE41WISCONSIN AVE N53+00.9232.55 LT1" SERVICE21WISCONSIN AVE N54+00.6926.84 RT1" SERVICE38WISCONSIN AVE N54+11.4029.60 LT1" SERVICE18WISCONSIN AVE N55+01.9731.77 RT1" SERVICE43WISCONSIN AVE N55+14.9031.11 LT1" SERVICE20WISCONSIN AVE N55+97.0728.46 RT1" SERVICE39WISCONSIN AVE N56+04.4430.94 LT1" SERVICE20WISCONSIN AVE N56+80.4330.82 RT1" SERVICE42BITUMINOUS DRIVEWAYWISCONSIN AVE N56+87.0829.09 LT1" SERVICE18CONCRETE DRIVEWAYWISCONSIN AVE N57+95.0129.14 RT1" SERVICE40WISCONSIN AVE N58+02.7429.64 LT1" SERVICE19WISCONSIN AVE N58+72.5418.71 LTHYDRANT1118WISCONSIN AVE N59+29.4632.79 RT1" SERVICE44WISCONSIN AVE N59+51.8525.12 LT1" SERVICE15BITUMINOUS DRIVEWAYWISCONSIN AVE N59+83.435.24 LTGV1EXISTING WATER MAIN TABULATIONLOCATIONITEMREMOVEHYDRANT(EA)REMOVEHYDRANTMARKER(EA)ADJUSTGATEVALVEBOX(EA)REMOVEGATEVALVE &BOX(EA)REMOVEWATERMAINPIPE(LF)ABANDONWATERMAINPIPE(LF)REMOVEWATERSERVICEPIPE(LF)REMARKSSTREETSTATIONOFFSET (FT)ORKLA DRIVE59+93 - 69+678.4 LT - 10.8 LT6" CIP974ORKLA DRIVE60+32.988.42 LTGV1ORKLA DRIVE61+05.4227.83 LT1" SERVICE19ORKLA DRIVE61+09.1228.26 RT1" SERVICE37ORKLA DRIVE62+01.8429.14 LT1" SERVICE19ORKLA DRIVE63+15.1830.54 LT1" SERVICE19ORKLA DRIVE63+32.0411.55 LTGV1ORKLA DRIVE63+58.3118.18 LTHYDRANT1116ORKLA DRIVE63+88.3611.30 LTGV1ORKLA DRIVE64+14.1929.89 LT1" SERVICE17ORKLA DRIVE64+37.8127.96 RT1" SERVICE41ORKLA DRIVE65+21.7330.20 LT1" SERVICE17ORKLA DRIVE65+42.5326.25 RT1" SERVICE39BITUMINOUS DRIVEWAYORKLA DRIVE66+21.7429.14 LT1" SERVICE19ORKLA DRIVE66+35.4228.11 RT1" SERVICE39ORKLA DRIVE67+17.3530.23 LT1" SERVICE24ORKLA DRIVE67+31.6229.36 RT1" SERVICE35ORKLA DRIVE68+07.8530.56 LT1" SERVICE22ORKLA DRIVE68+39.5229.67 RT1" SERVICE40ORKLA DRIVE69+66.8810.78 LTGV1VALDERS AVE N80+55 - 81+3920.1 RT - 20.3 RT6" CIP184VALDERS AVE N81+39.4520.33 RTGV1VALDERS AVE N81+39 - 86+1520.3 RT - 25.7 RT6" CIP476VALDERS AVE N81+48.2432.13 RT1" SERVICE12VALDERS AVE N83+04.8430.57 RT1" SERVICE8VALDERS AVE N83+47.2518.02 RTHYDRANT1115VALDERS AVE N83+85.9530.06 RT1" SERVICE7VALDERS AVE N85+02.5025.58 RT1" SERVICE4VALDERS AVE N85+04.8429.49 LT1" SERVICE54VALDERS AVE N85+88.4028.32 RT1" SERVICE3VALDERS AVE N86+15 - 87+7525.7 RT - 33.9 RT6" CIP163VALDERS AVE N86+81.8728.63 RT1" SERVICE15VALDERS AVE N87+53.4438.97 RTHYDRANT1117WINNETKA HEIGHTS DR87+75 - 92+9133.9 RT - 0.9' RT6" CIP516WINNETKA HEIGHTS DR87+68.9745.27 RT1" SERVICE23WINNETKA HEIGHTS DR87+81.036.06 RTGV1WINNETKA HEIGHTS DR88+50.6928.40 RT1" SERVICE30CONCRETE DRIVEWAYWINNETKA HEIGHTS DR88+51.4831.73 LT1" SERVICE30WINNETKA HEIGHTS DR89+10.5930.59 LT1" SERVICE29WINNETKA HEIGHTS DR89+46.631.43 LTGV1WINNETKA HEIGHTS DR89+93.9434.07 RT1" SERVICE35WINNETKA HEIGHTS DR90+22.0231.49 LT1" SERVICE31WINNETKA HEIGHTS DR91+75.0830.17 LT1" SERVICE31VALDERS AVE N99+99 - 106+209.1 LT - 11.4 LT6" CIP621VALDERS AVE N100+30.599.11 LTGV1VALDERS AVE N101+87.3525.24 RT1" SERVICE34BITUMINOUS DRIVEWAYVALDERS AVE N101+90.0525.28 LT1" SERVICE17VALDERS AVE N102+66.9323.54 RT1" SERVICE32VALDERS AVE N102+76.8124.53 LT1" SERVICE16VALDERS AVE N103+33.3318.86 LTHYDRANT11110VALDERS AVE N103+82.8729.85 LT1" SERVICE21VALDERS AVE N104+19.4525.31 RT1" SERVICE35VALDERS AVE N105+06.3924.67 RT1" SERVICE35VALDERS AVE N105+08.3124.81 LT1" SERVICE15CONCRETE DRIVEWAYVALDERS AVE N106+19.9911.37 LTGV1VALDERS CT199+92 - 200+269.50 RT6" CIP34VALDERS CT200+25.939.50 RTGV1TOTALS8872155824762297Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTATB3Save: 12/6/2023 2:29 PM sprall Plot: 12/7/2023 2:02 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054TB1_EXISTING.dwgSRPSRPSDH 140GOLDV 170054EXISTING WATER MAIN TABULATION2024 PMP5494912/19/2023STEPHEN R PRALL, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.490 SANITARY SEWER REPAIR TABULATION (BID ALTERNATE A)REPAIRNO.STREETLOCATION8" CIPLINING(LF)9" VSPLINING(LF)DEFECT1DULUTH STREETMH 1341 TO MH 1342200CRACKS2DULUTH STREETMH 1342 TO MH 1343372ROOTS, BROKEN TAP (8201)3DULUTH STREETMH 1343 TO MH 13443724WESTBEND ROADMH 1785 TO MH 17861555WESTBEND ROADMH 1786 TO MH 1787326FRACTURES, BROKEN PIPE6WESTBEND ROADMH 1787 TO MH 17882477WESTBEND ROADMH 1788 TO MH 1789246FRACTURES, ROOTS, BROKEN TAP (8070)8WISCONSIN AVENUE NMH 1784 TO MH 1785309CRACKS, DEBRIS9WISCONSIN AVENUE NMH 1786 TO MH 1923200OFFSET JOINT (MEDIUM)10WISCONSIN AVENUE NMH 1923 TO MH 1924301FRACTURES11WISCONSIN AVENUE NMH 1925 TO MH 1926281ROOTS12WISCONSIN AVENUE NMH 1926 TO MH 1249145ROOTS13ORKLA DRIVEMH 1787 TO MH 1792347FRACTURES14ORKLA DRIVEMH 1792 TO MH 192731015ORKLA DRIVEMH 1927 TO MH 192827016VALDERS AVE NMH 1789 TO MH 1790254FRACTURE, ROOTS17WINNETKA HEIGHTS DRIVEMH 2299 TO MH 1793170ROOTS18WINNETKA HEIGHTS DRIVEMH 1793 TO MH 179229519VALDERS AVE NMH 2300 TO MH 2275231FRACTURES20VALDERS AVE NMH 2275 TO MH 1246A260ROOTS, FRACTURE, BROKEN PIPE, OFFSET JOINTTOTALS2705021NOTE:ONLY ACTIVE SERVICES SHALL BE REINSTATED AFTER LINING SANITARY SEWER MAIN, OR AS DIRECTEDBY ENGINEER. CONTRACTOR SHALL DETERMINE ACTIVE SERVICES DURING PRE-CONSTRUCTIONSEWER TELEVISING.SANITARY SEWER STRUCTURE SCHEDULEMH NO.STREETSTATIONOFFSETINV ELEV.DRAINSTO% GRADEREMOVESANITARYSEWER PIPE(LF)REMOVESANITARYSERVICE PIPE(LF)8" PVC PIPESEWER - SDR 35(LF)6" PVC PIPESEWER SERVICE -SDR 26(LF)8" X 6" PVCSDR 26 WYE(EACH)6" PVC PIPEDRAIN CLEANOUT(EACH)CASTINGASSEMBLY74M "A" SERIES(EACH)CONNECT TO EX.SANITARYMANHOLE(EACH)CONNECT TO EX.SANITARYSERVICE (EACH)REMARKSEX1791VALDERS AVENUE83+07.000.6' R910.13EX17890.95109601096022212MATCH EXISTING INVERT IN MANHOLEEX1789WESTBEND ROAD39+73.260.4' L909.091MATCH EXISTING INVERT IN MANHOLETOTALS109601096022222SANITARY SEWER SERVICE WYE SEALING VIA GROUT PACKER INJECTION METHOD (BID ALTERNATE B)BID ITEMSSTREETSTOTALSDULUTH STWESTBEND AVEWISCONSIN AVE(S)WISCONSIN AVE(N)ORKLA DRVALDERS AVE (S)WINNETKAHEIGHTSVALDERS AVE (N)SEAL 8" MAIN TO 6" LATERAL W/ 3' BLADDER (EACH)66SEAL 9" MAIN TO 6" LATERAL W/ 3' BLADDER (EACH)1714218846877CHEMICAL GROUT (GAL)8570109070203040415SANITARY SEWER WYE LINERS (BID ALTERNATE C)BID ITEMSSTREETSTOTALSDULUTH STWESTBEND AVEWISCONSIN AVE(S)WISCONSIN AVE(N)ORKLA DRVALDERS AVE (S)WINNETKAHEIGHTSVALDERS AVE (N)SERVICE WYE LINER - 8" MAIN X 6" WYE (EACH)66SERVICE WYE LINER - 9" MAIN X 6" WYE (EACH)1714218846877Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTATB4Save: 12/6/2023 2:33 PM sprall Plot: 12/7/2023 2:02 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054TB2_ PROP.dwgSRPSRPSDH 140GOLDV 170054SANITARY SEWER REPAIR TABULATION2024 PMP5494912/19/2023STEPHEN R PRALL, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.491 PROPOSED STORM SEWER STRUCTURE SCHEDULESTRUC.NO.STREETSTATIONOFFSETNEW STRUC. TYPE AND BUILD TO TOP OFCASTINGSUMP(FT)SAFLBAFL(SF)DIA.CASTINGASSEMBLYR-3067-L(EA)CASTINGASSEMBLYR-1733(EA)TOP OFCASTINGELEV.OUTLETELEV.DRAINS TO15" RCPCL.V(LF)18" RCPCL.III(LF)24" RCPCL.III *(LF)27" RCPCL.III *(LF)CONNECT TOMANHOLE(EA)CONNECT TOEX. STORMPIPE(EA)REMARKSSTRUC.NO.GRADEINLETELEV.LTRTCATCHBASIN(FT)CATCH BASIN/MANHOLE(FT)ST-10WISCONSIN AVE N (S)40+37.465.506.9472"1906.47899.54EX102CONSTRUCT OVER EXISTING 42" RCPST-11WISCONSIN AVE N (S)40+37.4813.008.724.0012.0048"1906.27901.55ST-102.00%901.407ST-12DULUTH STREET11+00.8813.004.2948"1906.90902.61ST-111.69%901.6557ST-13DULUTH STREET11+05.4613.004.002'X3'1906.97902.97ST-121.00%902.7126ST-14DULUTH STREET14+76.8213.004.3648"1914.09909.73ST-121.87%902.71376ST-15DULUTH STREET14+76.8213.004.002'X3'1914.09910.09ST-141.00%909.8326ST-16WISCONSIN AVE N (S)40+37.4613.004.002'X3'1906.26902.26ST-101.00%902.0719ST-20VALDERS AVE N (S)81+38.413.406.6748"1923.83917.16EX.CONNECT TO EXISTING 15" RCP TO NORTH (INCIDENTAL)ST-21VALDERS AVE N (S)81+37.9613.004.1048"1923.58919.48ST-201.00%919.3810ST-22DULUTH STREET20+49.1413.004.002'X3'1925.15921.15ST-214.48%919.5835ST-23VALDERS AVE N (S)80+62.283.206.0048"1923.58917.58ST-200.56%917.1676CONNECT TO EXISTING 12" RCP TO SOUTH (INCIDENTAL)ST-24VALDERS AVE N (S)80+62.0014.004.1048"1923.65919.55ST-235.00%919.0111ST-25DULUTH STREET20+49.1413.104.002'X3'1925.15921.15ST-244.15%919.6536ST-26VALDERS AVE N (S)80+62.7515.204.002'X3'1923.25919.24ST-232.00%918.8818ST-27VALDERS AVE N (S)81+38.5313.004.002'X3'1923.58919.58ST-201.00%919.4216ST-30WESTBEND RD30+79.5313.004.002'X3'1911.34907.34ST-381.00%907.277ST-31WESTBEND RD30+79.5313.004.002'X3'1911.34907.34ST-381.00%907.1519ST-32WESTBEND RD31+58.405.206.5560"1911.93905.38EX.882VERIFY EXISTING PIPE TYPE *ST-33WISCONSIN AVE N (N)50+37.5313.004.3448"1911.87907.53ST-321.00%907.1934ST-34WISCONSIN AVE N (N)50+38.4713.004.002'X3'1911.89907.89ST-331.00%907.6326ST-35WESTBEND RD31+93.045.206.5254"1912.15905.63EX.CONSTRUCT OVER EXISTING 24" RCPST-36WESTBEND RD31+93.0513.004.002'X3'1911.94907.94ST-351.00%907.868ST-37WESTBEND RD31+93.0413.004.002'X3'1911.94907.94ST-351.00%907.7618ST-38WESTBEND RD30+79.535.5010.514.0017.2554"1911.55905.04EX.162VERIFY EXISTING PIPE TYPE *ST-40ORKLA DRIVE60+37.6113.004.4548"1913.39908.94ST-452.50%908.0934ST-41ORKLA DRIVE60+38.3913.004.002'X3'1913.39909.39ST-401.00%909.1326ST-42WESTBEND RD35+18.884.705.9348"1914.29908.35EX.CONSTRUCT OVER EXISTING 18" RCPST-43WESTBEND RD35+18.8813.004.002'X3'1914.06910.06ST-421.00%909.988ST-44WESTBEND RD35+18.8813.004.002'X3'1914.06910.06ST-421.00%909.8818ST-45WESTBEND RD34+86.414.706.4654"1914.07907.61EX.882VERIFY EXISTING PIPE TYPE *EX 82WESTBEND RD37+28.824.701NEW CASTING ASSEMBLY ON EXISTING STRUCTUREST-50ORKLA DRIVE63+39.5413.004.8348"1915.85911.02ST-400.66%909.04302ST-51ORKLA DRIVE63+94.6813.004.2648"1916.34912.06ST-501.70%911.1255ST-52ORKLA DRIVE64+04.7013.004.002'X3'1916.44912.44ST-511.00%912.1628ST-53WINNETKA HEIGHTS DR92+02.2413.004.3748"1915.75911.38ST-501.00%911.1226ST-54WINNETKA HEIGHTS DR92+02.8513.004.002'X3'1915.74911.74ST-531.00%911.4826ST-60VALDERS AVE N (S)84+21.535.405.2560"1919.58914.34EX.81VERIFY EXISTING PIPE TYPE *ST-61VALDERS AVE N (S)84+55.3113.004.002'X3'1919.68915.68ST-601.77%915.0038ST-62VALDERS AVE N (S)83+94.565.204.9372"1919.53914.60ST-601.00%914.3427CONNECT TO EXISTING 15" RCP TO SOUTH (INCIDENTAL)ST-63VALDERS AVE N (S)83+94.5013.004.002'X3'1919.31915.31ST-622.00%915.158ST-64VALDERS AVE N (S)83+79.7413.004.002'X3'1919.35915.35ST-621.00%915.1223ST-70VALDERS AVE N (N)103+71.177.004.1248"1911.88907.76EX. 330.40%906.732571VERIFY INVERT.ST-71VALDERS AVE N (N)103+46.713.004.002'X3'1911.98907.98ST-700.69%907.7632ST-72VALDERS AVE N (N)103+71.1813.007.914.0012.0048"1911.70907.79ST-700.50%907.766ST-73VALDERS AVE N (N)102+94.7113.004.002'X3'1912.75908.75ST-721.12%907.8976TOTALS88.00125.6112.0041.2532131012819162417Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTATB5Save: 12/6/2023 2:33 PM sprall Plot: 12/8/2023 7:22 AM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054TB2_ PROP.dwgSRPSRPSDH 140GOLDV 170054PROPOSED STORM SEWER STRUCTURE SCHEDULE2024 PMP5494912/19/2023STEPHEN R PRALL, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.*FIELD VERIFY AND MATCH EXISTING PIPE TYPE WHENCONNECTING NEW PIPE TO EXISTING PIPE.492 PROPOSED WATER MAIN TABULATIONLOCATIONF&I 1"CORP. STOP(EA)F&ISTAINLESSSTEELSADDLE(EA)F&I 1"CURB STOP& BOX(EA)F&I 6" GATEVALVE & BOX(EA)F&I 8" GATEVALVE & BOX(EA)F&IHYDRANT(EA)F&IHYDRANTMARKER(EA)FITTING TYPEFITTINGWEIGHT(LB)CONNECT TOEXISTINGWATER MAIN(EA)F&I 6"PVCWATERMAIN(LF)F&I 8"PVCWATERMAIN(LF)F&I 1" SIDR7-PESERVICE(LF)REMARKSSTREETSTATIONOFFSET (FT)DULUTH STREET10+87 - 20+313.45 RT - 4.00 RT945DULUTH STREET10+86.933.45 RT8" SLEEVE491DULUTH STREET11+42.5035.59 LT11140DULUTH STREET11+88.4532.62 RT11129DULUTH STREET12+13.2439.41 LT11143DULUTH STREET12+90.1431.96 RT11128DULUTH STREET13+11.9636.91 LT11141DULUTH STREET13+67.8532.43 RT11128DULUTH STREET14+27.4735.84 LT11140DULUTH STREET14+58.3518.67 RT1118" X 6" TEE7515DULUTH STREET14+94.6933.75 RT11130DULUTH STREET15+56.2237.58 LT11142DULUTH STREET16+05.9933.50 RT11129DULUTH STREET16+26.4036.50 LT11141DULUTH STREET17+11.4237.34 LT11141DULUTH STREET17+30.1433.15 RT11131DULUTH STREET18+07.8833.34 RT11129DULUTH STREET18+14.1035.59 LT11140DULUTH STREET19+21.2537.47 LT11141DULUTH STREET19+28.1325.76 RT11122DULUTH STREET19+70.374.00 RT1DULUTH STREET19+75.3718.67 RT1118" X 6" TEE7515DULUTH STREET20+00.664.00 RT8" X 8" TEE87DULUTH STREET20+25.464.00 RT1DULUTH STREET20+30.644.00 RT8" - 90 BEND61WESTBEND ROAD30+36 - 39+639.2 RT - 10.1 RT927WESTBEND ROAD30+36.179.21 RT8" SLEEVE491WESTBEND ROAD30+98.0629.87 RT11120WESTBEND ROAD31+34.0118.67 RT1118" X 6" TEE759WESTBEND ROAD31+44.6610.00 RT8" X 8" TEE87WESTBEND ROAD31+49.6510.00 RT1WESTBEND ROAD31+83.2830.09 RT11120WESTBEND ROAD32+59.6825.57 RT11116WESTBEND ROAD34+08.6326.08 RT11116WESTBEND ROAD34+22.0410.00 RT1WESTBEND ROAD34+27.0418.67 RT1118" X 6" TEE759WESTBEND ROAD34+70.3810.00 RT8" X 8" TEE87WESTBEND ROAD34+75.0027.05 RT11117WESTBEND ROAD34+79.4510.00 RT1WESTBEND ROAD35+85.7327.22 RT11117WESTBEND ROAD36+65.8729.67 RT11120WESTBEND ROAD36+73.7529.09 LT11139WESTBEND ROAD37+72.8528.03 RT11118WESTBEND ROAD37+92.9027.92 LT11138WESTBEND ROAD38+65.1828.59 RT11119WESTBEND ROAD39+35.7010.00 RT1WESTBEND ROAD39+40.7118.67 RT1118" X 6" TEE759WISCONSIN AVE N40+50 - 42+7710.8 LT - 10.3 LT227WISCONSIN AVE N40+50.1810.75 LT1WISCONSIN AVE N41+94.1330.33 LT11120CONCRETE DRIVEWAYWISCONSIN AVE N42+77.2810.33 LT8" SLEEVE491WISCONSIN AVE N49+93 - 59+8310.78 LT - 5.2 LT990WISCONSIN AVE N50+20.5811.00 LT1WISCONSIN AVE N50+81.6723.50 RT11135PAVER WALKWISCONSIN AVE N50+88.7929.28 LT11118PAVER WALKWISCONSIN AVE N51+78.8027.38 RT11138CONCRETE DRIVEWAYWISCONSIN AVE N51+89.0932.23 LT11121WISCONSIN AVE N52+47.4218.67 LT1118" X 6" TEE758WISCONSIN AVE N52+92.2229.84 RT11141WISCONSIN AVE N53+00.9232.55 LT11122WISCONSIN AVE N54+00.6926.84 RT11138WISCONSIN AVE N54+11.4029.60 LT11119WISCONSIN AVE N55+01.9731.77 RT11143WISCONSIN AVE N55+14.9031.11 RT11120WISCONSIN AVE N55+97.0728.46 RT11139WISCONSIN AVE N56+04.4430.94 RT11120Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTATB6Save: 12/6/2023 2:33 PM sprall Plot: 12/7/2023 2:03 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054TB2_ PROP.dwgSRPSRPSDH 140GOLDV 170054PROPOSED WATER MAIN TABULATION2024 PMP5494912/19/2023STEPHEN R PRALL, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.493 PROPOSED WATER MAIN TABULATIONLOCATIONF&I 1"CORP. STOP(EA)F&ISTAINLESSSTEELSADDLE(EA)F&I 1"CURB STOP& BOX(EA)F&I 6" GATEVALVE & BOX(EA)F&I 8" GATEVALVE & BOX(EA)F&IHYDRANT(EA)F&IHYDRANTMARKER(EA)FITTING TYPEFITTINGWEIGHT(LB)CONNECT TOEXISTINGWATER MAIN(EA)F&I 6"PVCWATERMAIN(LF)F&I 8"PVCWATERMAIN(LF)F&I 1" SIDR7-PESERVICE(LF)REMARKSSTREETSTATIONOFFSET (FT)WISCONSIN AVE N56+63.4818.67 LT1118" X 6" TEE758WISCONSIN AVE N56+80.4330.82 RT11142BITUMINOUS DRIVEWAYWISCONSIN AVE N56+87.0829.09 LT11118CONCRETE DRIVEWAYWISCONSIN AVE N57+95.0129.14 RT11140WISCONSIN AVE N58+02.7429.64 LT11119WISCONSIN AVE N58+84.739.38 LT8" - 11.25 BEND40WISCONSIN AVE N59+29.4632.79 RT11141WISCONSIN AVE N59+51.8525.12 LT11118BITUMINOUS DRIVEWAYWISCONSIN AVE N59+83.435.24 LT8" SLEEVE491ORKLA DRIVE59+93 - 69+678.4 LT - 10.8 LT976ORKLA DRIVE60+20.5011.00 LT1ORKLA DRIVE61+05.4227.83 LT11117ORKLA DRIVE61+09.1228.26 RT11139ORKLA DRIVE62+01.8429.14 LT11118ORKLA DRIVE63+15.1830.54 LT11120ORKLA DRIVE63+51.0211.00 LT1ORKLA DRIVE63+57.1318.67 LT1118" X 8" CROSS, 8' X 6" REDUCER, 8" - 11.25 BEND2028ORKLA DRIVE63+63.1911.40 LT1ORKLA DRIVE64+14.1929.89 LT11115ORKLA DRIVE64+37.8127.96 RT11143ORKLA DRIVE65+21.7330.20 LT11114ORKLA DRIVE65+42.5326.25 RT11141BITUMINOUS DRIVEWAYORKLA DRIVE66+21.7429.14 LT11119ORKLA DRIVE66+35.4228.11 RT11139ORKLA DRIVE66+57.9311.65 LT8" 11.25 BEND40ORKLA DRIVE67+17.3530.23 LT11124ORKLA DRIVE67+31.6229.36 RT11135ORKLA DRIVE67+61.3118.67 LT1118" X 6" TEE7513ORKLA DRIVE68+07.8530.56 LT11122ORKLA DRIVE68+39.5229.67 RT11140ORKLA DRIVE69+27.7410.45 LT8" 11.25 BEND40ORKLA DRIVE69+66.8810.78 LT8" SLEEVE491VALDERS AVE N80+55 - 87+6820.1 RT - 20.3 RT718VALDERS AVE N80+55.0021.21 RT8" X 6" REDUCER, 6" SLEEVE931VALDERS AVE N81+27.0910.00 LT1VALDERS AVE N81+48.2432.13 RT11142VALDERS AVE N83+04.8430.57 RT11141VALDERS AVE N83+85.9530.06 RT11140VALDERS AVE N84+07.2810.00 LT8" X 8" TEE87VALDERS AVE N84+12.2910.00 LT1VALDERS AVE N85+02.5025.58 RT11139VALDERS AVE N85+04.8429.49 LT11119VALDERS AVE N85+88.4028.32 RT11138VALDERS AVE N86+81.8728.63 RT11139VALDERS AVE N87+68.1017.59 RT8" - 90 BEND61WINNETKA HEIGHTS DR87+68 - 92+9133.9 RT - 0.9' RT491WINNETKA HEIGHTS DR87+68.9745.27 RT11132WINNETKA HEIGHTS DR87+77.579.50 RT1WINNETKA HEIGHTS DR87+85.7818.67 RT1118" X 6" TEE7513WINNETKA HEIGHTS DR88+50.6928.40 RT11128CONCRETE DRIVEWAYWINNETKA HEIGHTS DR88+51.4831.73 LT11132WINNETKA HEIGHTS DR89+10.5930.59 LT11131WINNETKA HEIGHTS DR89+35.200.00 RT8" X 8" TEE87WINNETKA HEIGHTS DR89+40.200.00 RT1WINNETKA HEIGHTS DR89+93.9434.07 RT11134WINNETKA HEIGHTS DR90+22.0231.49 LT11131WINNETKA HEIGHTS DR91+75.0830.17 LT11130WINNETKA HEIGHTS DR92+17.620.00 RT1VALDERS AVE N99+99 - 106+2010.0 LT - 11.4 LT620VALDERS AVE N100+22.3410.00 LT1VALDERS AVE N101+87.3525.24 RT11135BITUMINOUS DRIVEWAYVALDERS AVE N101+90.0525.28 LT11115VALDERS AVE N102+66.9323.54 RT11134VALDERS AVE N102+76.8124.53 LT11114VALDERS AVE N103+18.2710.00 LT1VALDERS AVE N103+23.2710.00 LT8" X 8" TEE87Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTATB7Save: 12/6/2023 2:33 PM sprall Plot: 12/7/2023 2:03 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054TB2_ PROP.dwgSRPSRPSDH 140GOLDV 170054PROPOSED WATER MAIN TABULATION2024 PMP5494912/19/2023STEPHEN R PRALL, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.494 PROPOSED WATER MAIN TABULATIONLOCATIONF&I 1"CORP. STOP(EA)F&ISTAINLESSSTEELSADDLE(EA)F&I 1"CURB STOP& BOX(EA)F&I 6" GATEVALVE & BOX(EA)F&I 8" GATEVALVE & BOX(EA)F&IHYDRANT(EA)F&IHYDRANTMARKER(EA)FITTING TYPEFITTINGWEIGHT(LB)CONNECT TOEXISTINGWATER MAIN(EA)F&I 6"PVCWATERMAIN(LF)F&I 8"PVCWATERMAIN(LF)F&I 1" SIDR7-PESERVICE(LF)REMARKSSTREETSTATIONOFFSET (FT)VALDERS AVE N103+82.8729.85 LT11120VALDERS AVE N104+19.4525.31 RT11135VALDERS AVE N105+06.3924.67 RT11135VALDERS AVE N105+08.3124.81 LT11115VALDERS AVE N106+14.9918.67 LT1118" X 6" TEE757VALDERS AVE N106+19.9911.37 LT8" SLEEVE491VALDERS CT199+92 - 200+269.50 RT36VALDERS CT200+25.939.50 RT1VALDERS CT200+25.939.50 RT8" X 6" REDUCER, 6" SLEEVE931TOTALS838383111811112196911459302452Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTATB8Save: 12/6/2023 2:33 PM sprall Plot: 12/7/2023 2:03 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054TB2_ PROP.dwgSRPSRPSDH 140GOLDV 170054PROPOSED WATER MAIN TABULATION2024 PMP5494912/19/2023STEPHEN R PRALL, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.495 *NOTE: STREET NAME SIGNS SHALL BE INSTALLED PARALLEL TO ADJOININGSUPPLEMENTAL SIGNS AS DIRECTED BY ENGINEER.SIGNING TABULATIONSTREETSTATIONOFFSET(FT)SIZE(IN)F&I SIGNTYPE C(SF)MN MUTCDCODE NO.REMOVESIGN(EA)SALVAGESTREETNAME SIGN(EA)F&I STREETNAME SIGN(EA)SALVAGE(EA)INSTALL(EA)PANEL LEGEND*REMARKSDULUTH STREET10+67.8516.42 LT30X306.25R1-11STOP18X30.38R1-3P1ALL WAYDULUTH STREET10+86.1523.73 RT30X306.25R1-11STOP18X30.38R1-3P1ALL WAYDULUTH STREET22+89.8017.67 RT30X306.25R1-11STOP11DULUTH ST 7900 / WINNETKA AVE N 1900DULUTH STREET22+96.0327.68 LT24X183.00D11-1XXBIKE ROUTEXXUP ARROWXXMETRO TRANSIT 755DULUTH STREET23+68.2820.79 LT30X306.25R1-11STOPWINNETKA AVENUE N299+50.0033.50 RT24X366.00R3-9bCENTER TURN LANE30X122.50R3-9dPENDWINNETKA AVENUE N299+50.0033.50 LT24X366.00R3-9bCENTER TURN LANE30X122.50R3-9cPBEGINWINNETKA AVENUE N299+78.8535.89 RTXXMETRO TRANSIT 755WINNETKA AVENUE N300+23.59030X245.00R4-7KEEP RIGHT18X182.25OM1-1YELLOW DIAMOND OBJECT MARKERWINNETKA AVENUE N300+51.59030X245.00R4-7KEEP RIGHT18X182.25OM1-1YELLOW DIAMOND OBJECT MARKERWINNETKA AVENUE N301+59.0033.00 RT24X366.00R3-9bCENTER TURN LANE30X122.50R3-9cPBEGINWINNETKA AVENUE N301+59.0033.00 LT24X366.00R3-9bCENTER TURN LANE30X122.50R3-9dPENDWESTBEND ROAD31+77.2922.08 LT11WISCONSIN AVE N 2000 / WESTBEND RD 8220WESTBEND ROAD34+58.7822.22 LT11ORKLA DR 2000 / WESTBEND RD 8140WESTBEND ROAD39+51.4722.07 RT11VALDERS AVE N 2000 / WESTBEND RD 8000ORKLA DRIVE63+34.6222.21 RT11ORKLA DR 2100 / WINNETKA HGHTS DR 8350VALDERS AVENUE N80+67.1016.86 RT30X306.25R1-11STOPVALDERS AVENUE N80+78.8323.95 LT11VALDERS AVE N 1900 / DULUTH ST 8000XXNEIGHBORHOOD CRIME WATCHVALDERS AVENUE N81+28.9417.32 LT30X306.25R1-11STOPVALDERS AVENUE N87+58.8211.08 LT11VALDERS AVE N 2100 / WINNETKA HGHTS DR 8000WINNETKA HEIGHTS DRIVE89+03.3422.10 RT11VALDERS AVE N 2100 / WINNETKA HGHTS DR 8070VALDERS AVENUE N103+54.6921.38 RT11VALDERS CT 8000 / VALDERS AVE N 2200TOTALS89.7589955Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTATB9Save: 11/28/2023 3:39 PM sprall Plot: 12/7/2023 2:03 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054TB3_ SIGN.dwgSRPSRPSDH 140GOLDV 170054SIGNING TABULATION2024 PMP5494912/19/2023STEPHEN R PRALL, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.INSTALL LOWER STREETNAME SIGN PARALLEL TOADJOINING STOP SIGN OROTHER SUPPLEMENTALSIGN AS DIRECTED BYENGINEER.496 KNOWLEDGEABLE PERSON/CHAIN OF RESPONSIBILITYTHE CONTRACTOR SHALL IDENTIFY A PERSON KNOWLEDGEABLE AND EXPERIENCED IN THEAPPLICATION OF EROSION PREVENTION AND SEDIMENT CONTROL BMPS WHO WILL COORDINATEWITH ALL CONTRACTORS, SUBCONTRACTORS, AND OPERATORS ON-SITE TO OVERSEE THEIMPLEMENTATION OF THE SWPPP.THE CONTRACTOR SHALL ESTABLISH A CHAIN OF RESPONSIBILITY FOR ALL CONTRACTORS ANDSUB-CONTRACTORS ON SITE TO ENSURE THE SWPPP IS BEING PROPERLY IMPLEMENTED ANDMAINTAINED. THE CONTRACTOR SHALL PROVIDE THE CHAIN OF RESPONSIBILITY TO THE OWNERAND ATTACH TO THE SWPPP PRIOR TO ANY CONSTRUCTION ACTIVITY.SWPPP SUMMARY/OVERVIEW:THIS STORM WATER POLLUTION PREVENTION PLAN (SWPPP) HAS BEEN DEVELOPED TO ADDRESS THEREQUIREMENTS OF NPDES PERMIT MN R100001. THIS SWPPP INCLUDES A COMBINATION OFNARRATIVE AND PLAN SHEETS THAT DESCRIBE THE TEMPORARY AND PERMANENT STORM WATERMANAGEMENT PLAN FOR THE PROJECT.PROJECT INFORMATION:TRAINING DOCUMENTATION:CONTENT OF TRAINING AVAILABLE UPON REQUEST.THE CONTRACTOR (OPERATOR) SHALL ADD TO THE SWPPP TRAINING RECORDS FOR THEFOLLOWING PERSONNEL:-INDIVIDUALS OVERSEEING THE IMPLEMENTATION OF, REVISING, AND AMENDING THE SWPPP-INDIVIDUALS PERFORMING INSPECTIONS-INDIVIDUALS PERFORMING OR SUPERVISING THE INSTALLATION, MAINTENANCE AND REPAIROF BMPSTRAINING MUST RELATE TO THE INDIVIDUAL'S JOB DUTIES AND RESPONSIBILITIES AND SHALLINCLUDE:1) DATES OF TRAINING2) NAME OF INSTRUCTORS3) CONTENT AND ENTITY PROVIDING TRAININGTHE CONTRACTOR SHALL ENSURE THAT THE INDIVIDUALS ARE TRAINED BY LOCAL, STATE,FEDERAL AGENCIES, PROFESSIONAL ORGANIZATIONS, OR OTHER ENTITIES WITH EXPERTISE INEROSION PREVENTION, SEDIMENT CONTROL, PERMANENT STORMWATER MANAGEMENT ANDTHE MINNESOTA NPDES/SDS CONSTRUCTION STORMWATER PERMIT.PROJECT SUMMARY:RECEIVING WATER(S) WITHIN ONE MILE FROM PROJECT BOUNDARIES:(http://pca-gis02.pca.state.mn.us/CSW/index.html)RELATED REVIEWS & PERMITS:ENVIRONMENTAL, WETLAND, ENDANGERED OR THREATENED SPECIES, ARCHEOLOGICAL,LOCAL, STATE, AND/OF FEDERAL REVIEWS/PERMITS:COVERAGE UNDER THIS PERMIT CANNOT BE ISSUED UNTIL THE REQUIREMENTS FOR WETLANDPERMITS, DECISIONS, OTHER DETERMINATIONS, OR THE MITIGATIVE SEQUENCE REQUIRED INSECTION 22 OF THE NPDES PERMIT MNR100001 HAVE BEEN FINALIZED AND DOCUMENTED.SITE SOIL INFORMATION: (http://websoilsurvey.nrcs.usda.gov/app/WebSoilSurvey.aspx)(SOIL INFORMATION PROVIDED IS FOR NPDES PERMIT INFORMATION ONLY. SOIL INFORMATION WASOBTAINED FROM THE USGS WEBSITE. THE CONTRACTOR SHALL NOT RELY ON THIS SOIL INFORMATIONFOR CONSTRUCTION PURPOSES.)LONG TERM OPERATION AND MAINTENANCETHE OWNER WILL BE RESPONSIBLE OR WILL OTHERWISE IDENTIFY WHO WILL BE RESPONSIBLEFOR THE LONG TERM OPERATION AND MAINTENANCE OF THE PERMANENT STORMWATERMANAGEMENT SYSTEM(S).THE OWNER WILL PREPARE AND IMPLEMENT A PERMANENT STORMWATER TREATMENT SYSTEM(S)MAINTENANCE PLAN.IMPLEMENTATION SEQUENCE:THE CONTRACTOR SHALL COMPLY WITH THE FOLLOWING SEQUENCE.THE ENGINEER MAY APPROVE ADJUSTMENTS TO THE SEQUENCE AS NEEDED.GENERAL SWPPP RESPONSIBILITIES:THE CONTRACTOR SHALL KEEP THE SWPPP ON-SITE, OR ELECTRONICALLY AVAILABLE ON SITE, DURINGNORMAL WORKING HOURS WITH PERSONNEL WHO HAVE OPERATIONAL CONTROL OVER THE APPLICABLEPORTION OF THE SITE, INCLUDING ALL CHANGES TO THE SWPPP, INSPECTIONS, AND MAINTENANCERECORDS.THE SWPPP WILL BE AMENDED AS NEEDED AND/OR AS REQUIRED BY PROVISIONS OF THE PERMIT.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARYTO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN,CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS HAVING A SIGNIFICANTEFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER.AMENDMENTS WILL BE APPROVED BY BOTH THE OWNER AND CONTRACTOR AND WILL BE ATTACHEDOR OTHERWISE INCLUDED WITH THE SWPPP DOCUMENTS. THE SWPPP AMENDMENTS SHALL BEINITIATED, FACILITATED, AND PROCESSED BY THE CONTRACTOR.PERMITTEES MUST AMEND THE SWPPP WITHIN 7 DAYS TO INCLUDE ADDITIONAL OR MODIFIED BMPSWHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER ORSEASONAL CONDITIONS HAVING A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACEWATERS OR GROUNDWATER.PERMITTEES MUST AMEND THE SWPPP WITHIN 7 DAYS TO INCLUDE ADDITIONAL OR MODIFIED BMPS ASNECESSARY TO CORRECT PROBLEMS IDENTIFIES OR ADDRESS SITUATIONS WHENEVER INSPECTIONS ORINVESTIGATIONS BY THE SITE OWNER OR OPERATOR, USEPA OR MPCA OFFICIALS INDICATE THE SWPPP ISNOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS TOSURFACE WATERS OR GROUNDWATER OR THE DISCHARGES ARE CAUSING WATER QUALITY STANDARDEXCEEDANCES (E.G., NUISANCE CONDITIONS AS DEFINED IN MINN. R. 7050.0210, SUBP.2) OR THE SWPPP ISNOT CONSISTENT WITH THE OBJECTIVES OF A USEPA AAPROVED TMDL.TEMPORARY SEDIMENT BASINS:THE CONTRACTOR SHALL INSTALL TEMPORARY SEDIMENT BASIN(S) INDICATED ON PLANS ANDREQUIRED BY THE NPDES CONSTRUCTION PERMIT.THE TEMPORARY BASIN MUST PROVIDE LIVE STORAGE FOR A CALCULATED VOLUME OF RUNOFFFROM A TWO (2)-YEAR, 24-HOUR STORM FROM EACH ACRE DRAINED TO THE BASIN OR 1,800 CUBICFEET OF LIVE STORAGE PER ACRE DRAINED, WHICHEVER IS GREATER.TEMPORARY SEDIMENT BASIN OUTLETS SHALL BE CONSTRUCTED TO PREVENT SHORT-CIRCUITINGAND PREVENT THE DISCHARGE OF FLOATING DEBRIS.OUTLET STRUCTURES MUST BE DESIGNED TO WITHDRAW WATER FROM THE SURFACE TO MINIMIZETHE DISCHARGE OF POLLUTANTS.BASINS MUST INCLUDE A STABILIZED EMERGENCY OVERFLOW, WITHDRAW WATER FROM THE SURFACE,AND PROVIDE ENERGY DISSIPATION AT THE OUTLET.TEMPORARY SEDIMENT BASINS SHALL BE PROVIDED WITH ENERGY DISSIPATION AT ANY BASINOUTLET TO PREVENT SOIL EROSION.SEDIMENT BASINS MUST BE SITUATED OUTSIDE OF SURFACE WATERS AND ANY BUFFER ZONES,AND MUST BE DESIGNED TO AVOID THE DRAINING WATER FROM WETLANDS.THE FOLLOWING DOCUMENTS ARE CONSIDERED PART OF THE SWPPP:PLAN AND PROFILE PLAN SHEETSEROSION AND SEDIMENT CONTROL PLAN SHEETSTURF ESTABLISHMENT PLAN SHEETSSTORM SEWER PLAN & PROFILE PLAN SHEETSGRADING PLAN SHEETSDETAIL PLAN SHEETSSWPPP NOTE AND DETAIL SHEETSPROJECT SPECIFICATIONSPROJECT BID FORMSOIL NAME:HYDROLOGIC CLASSIFICATION:URBAN LAND - LESTER COMPLEXBURBAN LAND - UDORTHENTSBTOTAL DISTURBED AREA:7.26 ACPRE-CONSTRUCTION IMPERVIOUS AREA:5.51 ACPOST-CONSTRUCTION IMPERVIOUS AREA:5.05 ACIMPERVIOUS AREA ADDED:-0.46 AC1.INSTALL ROCK CONSTRUCTION ENTRANCE(S)2.INSTALL PERIMETER CONTROL AND STABILIZE DOWN GRADIENT BOUNDARIES3.INSTALL INLET PROTECTION ON EXISTING CATCH BASINS4.COMPLETE SITE GRADING5.INSTALL UTILITIES, STORM SEWER, INLET PROTECTION, CURB & GUTTER, PAVING6.COMPLETE FINAL GRADING AND STABILIZE DISTURBED AREAS7.AFTER CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED, REMOVEACCUMULATED SEDIMENT, REMOVE BMPS, AND RE-STABILIZE ANY AREAS DISTURBED BYTHEIR REMOVAL.TEMPORARY BMP DESIGN FACTORS:EROSION PREVENTION AND SEDIMENT CONTROL BMP'S MUST BE DESIGNED TO ACCOUNT FOR:THE EXPECTED AMOUNT, FREQUENCY, INTENSITY, AND DURATION OF PRECIPITATIONTHE NATURE OF STORMWATER RUNOFF AND RON-ON AT THE SITE, INCLUDING FACTORS SUCH ASEXPECTED FLOW FROM IMPERVIOUS SURFACES, SLOPES, AND SITE DRAINAGE FEATURESTHE STORMWATER VOLUME, VELOCITY, AND PEAK FLOW RATES TO MINIMIZE DISCHARGE OFPOLLUTANTS IN STORMWATER AND TO MINIMIZE CHANNEL AND STREAMBANK EROSION AND SCOURIN THE IMMEDIATE VICINITY OF DISCHARGE POINTSTHE RANGE OF SOIL PARTICLE SIZES EXPECTED TO BE PRESENT.CONTRACTORTBDCONTACTTBDPHONETBDEMAILTBDALL SWPPP CHANGES MUST BE DONE BY AN INDIVIDUAL TRAINED IN ACCORDANCE WITH SECTION21.2. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATIONDESCRIBING HOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS.BOTH THE OWNER AND CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER TERMINATIONAND/OR TRANSFER OF THE PERMIT.CONTACTS:LOCATION:GOLDEN VALLEY, MNLATITUDE/LONGITUDE:45.001851, -93.382705PROJECTDESCRIPTION:STREET RECONSTRUCTION: SUBGRADE CORRECTION, CONCRETE CURB & GUTTER,CONCRETE WALK, WATER MAIN REPLACEMENT, STORM SEWER REPLACEMENT,SANITARY SEWER REHABILITATION AND REPLACEMENT, PED RAMP CONSTRUCTION,DRIVEWAY RECONSTRUCTIONSOIL DISTURBINGACTIVITIES:GRADING, STREET RECONSTRUCTION, UTILITY REHABILITATION.PREPARER/DESIGNER OF SWPPP:STEVE PRALL, PEEMPLOYER:Short Elliott HendricksonDATE OBTAINED / REFRESHEDREFRESHED 2020INSTRUCTOR(S)/ENTITYPROVIDING TRAINING:U OF MN EROSION AND STORMWATER MANAGEMENTCERTIFICATION PROGRAM - DESIGN OFCONSTRUCTION SWPPPOWNER:CITY OF GOLDEN VALLEYCONTACT:JEFF OLIVERADDRESS:7800 GOLDEN VALLEY ROAD, GOLDEN VALLEY, MN 55427PHONE:763.593.8034EMAIL:JOLIVER@GOLDENVALLEYMN.GOVENGINEER:SHORT ELLIOTT HENDRICKSON INC. (SEH)CONTACT:STEVE PRALL, PEPHONE:651.318.0359EMAIL:SPRALL@SEHINC.COMPROJECT NO.:24-01IDNAMETYPESPECIALWATER?IMPAIREDWATER?CONSTRUCTIONRELATED IMPAIRMENTOR SPECIAL WATERCLASSIFICATIONTMDL07010206-999UNASSESSEDSTREAMNONON/AN/A27-0104-00MEDICINELAKENOYESEXCESS NUTRIENTSYES; MEDICINE LAKE:EXCESS NUTRIENTS07010206-538BASSETTCREEKNOYESCHLORIDE, FECALCOLIFORM, FISHESBIOASSESSMENTSYES; FORNON-CONSTRUCTIONRELATEDIMPAIRMENTSADDITIONAL BMPS AND/OR ACTIONS REQUIRED:SEE SECTION 23 OF THE PERMIT AND APPLICABLE TMDL WLA'SAGENCY:TYPE OF PERMIT:MN DEPT. OF HEALTH (MDH)SAFETY AND SANITARY QUALITY OF WATER MAINBASSETT CREEK WATERSHED MANAGEMENT COMMISSIONWATERSHED PERMITRev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTAPROJECT LOCATION MAP, INCLUDING ALL RECEIVING WATERS WITHIN ONE MILE OF PROJECT SITE ANDARROWS SHOWING OVERLAND FLOW.2024 PMP PROJECTLOCATIONAPPROXIMATE 1 MILE BUFFEROF PROJECT AREAE1Save: 12/6/2023 2:35 PM sprall Plot: 12/7/2023 2:03 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054SWPPP.dwgSRPSRPSDH 140GOLDV 170054SWPPP2024 PMP5494912/19/2023STEPHEN R PRALL, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.497 EROSION PREVENTION MEASURES AND TIMING:THE CONTRACTOR IS RESPONSIBLE FOR ALL EROSION PREVENTION MEASURES FOR THE PROJECT.EROSION PREVENTION MEASURES SHOWN ON PLANS ARE THE ABSOLUTE MINIMUM REQUIREMENTS. THECONTRACTOR SHALL IMPLEMENT ADDITIONAL EROSION PREVENTION MEASURES AS NECESSARY TOPROPERLY MANAGE THE PROJECT AREA AND TO MINIMIZE THE DISCHARGE OF POLLUTANTS INSTORMWATER FROM CONSTRUCTION ACTIVITIES.THE CONTRACTOR SHALL PLAN AND IMPLEMENT APPROPRIATE CONSTRUCTION PRACTICES ANDCONSTRUCTION PHASING TO MINIMIZE EROSION AND RETAIN VEGETATION WHENEVER POSSIBLE.THE PERMITTEE SHALL DELINEATE AREAS NOT TO BE DISTURBED. PERMITTEE(S) MUST MINIMIZE THE NEEDFOR DISTURBANCE OF PORTIONS OF THE PROJECT WITH STEEP SLOPES. WHEN STEEP SLOPES MUST BEDISTURBED, PERMITTEES MUST USE TECHNIQUES SUCH AS PHASING AND STABILIZATION PRACTICESDESIGNED FOR STEEP SLOPES.CONTRACTOR MUST PHASE AND INCORPORATE STORMWATER MANAGEMENT PRINCIPLES AS THECONSTRUCTION PROGRESSES. UNLESS INFEASIBLE, TEMPORARY OR PERMANENT WET SEDIMENTATIONBASINS (WHEN REQUIRED, SEE SECTION 14 AND 15) SHOULD BE CONSTRUCTED AS A FIRST STEP IN THEPROCESS AND STORMWATER ROUTED TO THESE.CONTRACTOR MUST NOT EXCAVATE INFILTRATION SYSTEMS TO FINAL GRADE, OR WITHIN THREE (3) FEETOF FINAL GRADE, UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONTRUCTED AND FULLSTABILIZED UNLESS THEY PROVIDE RIGOROUS ERSION PREVENTION AND SEDIMENT CONTROLS (E.G.,DIVERSION BERMS) TO KEEP SEDIMENT AND RUNOFF COMPLETELY AWAY FROM THE INFILTRATION AREA.CONTRACTOR MUST NOT INSTALL FOLTER MEDIA UNTIL THEY CONSTRUCT AND FULLY STABILIZE THECONTRIBUTING DRAINAGE AREA UNLESS THEY PROVIDE REGOROUS EROSION PREVENTION AND SEDIMENTCONTROLS(E.G., DIVERSION BERMS) TO KEEP SEDIMENT AND RUNOFF COMPLETELY AWAY FROM THEFILTRATION AREA.THE CONTRACTOR SHALL STABILIZE OF ALL EXPOSED SOILS IMMEDIATELY TO LIMIT SOIL EROSION. IN NOCASE SHALL ANY EXPOSED AREAS, INCLUDING STOCK PILES, HAVE EXPOSED SOILS FOR MORE THAN 7 DAYSWITHOUT PROVIDING TEMPORARY OR PERMANENT STABILIZATION. STABILIZATION MUST BE COMPLETEDWITHIN 7 DAYS AFTER CONSTRUCTION ACTIVITY HAS CEASED. TEMPORARY STOCKPILES WITHOUTSIGNIFICANT CLAY, SILT, OR ORGANIC COMPONENTS DO NOT REQUIRE STABILIZATION.INSPECTION AND MAINTENANCE:ALL INSPECTIONS, MAINTENANCE, REPAIRS, REPLACEMENTS, AND REMOVAL OF BMPSIS TO BE CONSIDERED INCIDENTAL TO THE BMP BID ITEMS.THE PERMITTEE(S) IS RESPONSIBLE FOR COMPLETING SITE INSPECTIONS, AND BMP MAINTENANCETO ENSURE COMPLIANCE WITH THE PERMIT REQUIREMENTS.THE PERMITTEE(S) SHALL INSPECT THE CONSTRUCTION SITE ONCE EVERY 7 DAYS DURING ACTIVECONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN24 HOURS.SEDIMENT CONTROL MEASURES AND TIMING:THE CONTRACTOR IS RESPONSIBLE FOR ALL SEDIMENT CONTROL MEASURES FOR THE PROJECT.SEDIMENT CONTROL MEASURES SHOWN ON PLANS ARE THE ABSOLUTE MINIMUM REQUIREMENTS.THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL SEDIMENT CONTROL MEASURES AS NECESSARYTO PROPERLY MANAGE THE PROJECT AREA.THE CONTRACTOR SHALL ENSURE SEDIMENT CONTROL MEASURES ARE ESTABLISHED ON ALL DOWNGRADIENT PERIMETERS BEFORE ANY UPGRADIENT LAND DISTURBING ACTIVITIES BEGIN. THESE MEASURESSHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION HAS BEEN ESTABLISHED.A FLOATING SILT CURTAIN PLACED IN THE WATER IS NOT A SEDIMENT CONTROL BMP EXCEPT WHENWORKING ON A SHORELINE OR BELOW THE WATERLINE. IMMEDIATELY AFTER THE CONSTRUCTION ACTIVITYIS COMPLETE, PERMITTEE(S) MUST INSTALL AN UPLAND PERIMETER CONTROL PRACTICE IF EXPOSED SOILSSTILL DRAIN TO A SURFACE WATER.SEDIMENT CONTROL BMP SUMMARY:SEE EROSION AND SEDIMENT CONTROL PLAN SHEETS AND BID FORM FOR TYPE,LOCATION, AND QUANTITY OF SEDIMENT CONTROL BMPS.EROSION PREVENTION BMP SUMMARY:SEE EROSION AND SEDIMENT CONTROL PLAN SHEET AND BID FORM FOR TYPE, LOCATION, AND QUANTITY OFEROSION PREVENTION BMPS.A 50 FOOT NATURAL BUFFER MUST BE PRESERVED OR PROVIDE REDUNDANT (DOUBLE) PERIMETER SEDIMENTCONTROLS IF NATURAL BUFFER IS INFEASIBLE.THE CONTRACTOR SHALL NOT UTILIZE SEDIMENT CONTROL CHEMICALS ON SITE.THE CONTRACTOR SHALL ENSURE VEHICLE TRACKING BE MINIMIZED WITH EFFECTIVE BMPS. WHERE THEBMPS FAIL TO PREVENT SEDIMENT FROM TRACKING ONTO STREETS THE CONTRACTOR SHALL CONDUCTSTREET SWEEPING, IN ADDITION TO VEHICLE TRACKING BMPS, TO REMOVE ALL TRACKED SEDIMENT.THE CONTRACTOR SHALL IMPLEMENT CONSTRUCTION PRACTICES TO MINIMIZE SOIL COMPACTION.THE CONTRACTOR SHALL ENSURE ALL CONSTRUCTION ACTIVITY REMAIN WITHIN PROJECT LIMITS ANDTHAT ALL IDENTIFIED RECEIVING WATER BUFFERS ARE MAINTAINED.DURING EACH INSPECTION, CONTRACTOR MUST INSPECT AREAS ADJACENT TO THE PROJECT, SURFACEWATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS BUT NOT CURB AND GUTTER SYSTEMS,FOR EVIDENCE OF EROSION AND SEDIMENT DEPOSITION. CONTRACTOR MUST REMOVE ALL DELTAS ANDSEDIMENT DEPOSITED IN AREAS ADJACENT TO THE PROJECT, SURFACE WATERS, INCLUDING DRAINAGE WAYS,CATCH BASINS, AND OTHER DRAINAGE SYSTEMS AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVALRESULTS IN EXPOSED SOIL. CONTRACTOR MUST COMPLETE REMOVAL AND STABILIZATION WITHIN SEVEN (7)CALENDAR DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESSCONSTRAINTS. CONTRACTOR MUST USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED,REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF OBTAINING ACCESS. CONTRACTOR ISRESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANYAPPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK IN SURFACE WATERS.CONSTRUCTION SITE VEHICLE EXIT LOCATIONS SHALL BE INSPECTED DAILY FOR EVIDENCE OF SEDIMENTTRACKING ONTO PAVED SURFACES. TRACKED SEDIMENT MUST BE REMOVED FROM ALL PAVED SURFACES WITHIN24 HOURS OF DISCOVERY.IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED INA MANOR AND AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF-SITE IMPACTS.THE CONTRACTOR SHALL DOCUMENT AMENDMENTS TO THE SWPPP AS A RESULT OF INSPECTION(S) WITHIN 7DAYS.THE CONTRACTOR SHALL KEEP THE SWPPP, ALL INSPECTION REPORTS, AND AMENDMENTS ONSITE. THECONTRACTOR SHALL DESIGNATE A SPECIFIC ONSITE LOCATION TO KEEP THE RECORDSTHE CONTRACTOR IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF TEMPORARY ANDPERMANENT WATER QUALITY BMP'S, AS WELL AS EROSION AND SEDIMENT CONTROL BMP'S.THE CONTRACTOR SHALL INSPECT EROSION PREVENTION AND SEDIMENTATION CONTROL BMPS TO ENSUREINTEGRITY AND EFFECTIVENESS. ALL NONFUNCTIONAL BMPS SHALL BE REPAIRED, REPLACED, ORSUPPLEMENTED WITH FUNCTIONAL BMPS WITHIN 24 HOURS OF FINDING. THE CONTRACTOR SHALLINVESTIGATE AND COMPLY WITH THE FOLLOWING INSPECTION AND MAINTENANCE REQUIREMENTS:THE PERMITTEE(S) SHALL DOCUMENT A WRITTEN SUMMARY OF ALL INSPECTIONS AND MAINTENANCEACTIVITIES CONDUCTED WITHIN 24 HOURS OF OCCURRENCE. RECORDS OF EACH ACTIVITY SHALL INCLUDETHE FOLLOWING:-DATE AND TIME OF INSPECTIONS;-NAME OF PERSON(S) CONDUCTING INSPECTION;-FINDINGS AND RECOMMENDATIONS FOR CORRECTIVE ACTIONS IF NECESSARY;-CORRECTIVE ACTIONS TAKEN;-DATE AND AMOUNT OF RAINFALL EVENTS;-IF PERMITTEES OBSERVE A DISCHARGE DURING THE INSPECTION, THEY MUST RECORD AND SHOULDPHOTOGRAPH AND DESCRIBE THE LOCATION OF THE DISCHARGE (I.E., COLOR, ODOR, SETTLES ORSUSPENDED SOLIDS, OIL SHEEN, AND OTHER OBVIOUS INDICATORS OF POLLUTANTS); AND-ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED ASREQUIRED IN SECTION 6 OF THE NPDES PERMIT MNR100001 WITHIN SEVEN (7) CALENDAR DAYS; AND-ALL PHOTOGRAPHS OF DEWATERING ACTIVITIES AND DOCUMENTATION OF NUISANCE CONDITIONSRESULTING FROM DEWATERING ACTIVITIES AS DESCRIBED IN SECTION 10 OF THE NPDES PERMIT MNR100001.THE PERMITTEE(S) SHALL SUBMIT A COPY OF THE WRITTEN INSPECTIONS TO THE ENGINEER AND OWNER ONA MONTHLY BASIS. IF MONTHLY INSPECTION REPORTS ARE NOT SUBMITTED, MONTHLY PAYMENTS MAY BEHELD.PERMITTEE MAY ADJUST THE INSPECTION SCHEDULE DESCRIBED AS FOLLOWS:A.INSPECTIONS OF AREAS WITH PERMANENT COVER CAN BE REDUCED TO ONCE PER MONTH, EVEN IFCONSTRUCTION ACTIVITY CONTINUES ON OTHER PORTIONS OF THE SITE; ORB.WHERE SITES HAVE PERMANENT COVER ON ALL EXPOSED SOIL AND NO CONSTRUCTION ACTIVITY ISOCCURRING ANYWHERE ON THE SITE, INSPECTIONS CAN BE REDUCED TO ONCE PER MONTH AND, AFTER 12MONTHS, MAY BE SUSPENDED COMPLETELY UNTIL CONSTRUCTION ACTIVITY RESUMES. THE MPCA MAYREQUIRE INSPECTIONS TO RESUME IF CONDITIONS WARRANT; ORC.WHERE CONSTRUCTION ACTIVITY HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS,INSPECTIONS MAY BE SUSPENDED. INSPECTIONS MUST RESUME WITHIN 24 HOURS OF RUNOFF OCCURRING,OR UPON RESUMING CONSTRUCTION, WHICHEVER COMES FIRST.D.FOR PROJECTS WHERE A POLLINATOR HABITAT OR NATIVE PRAIRIE TYPE VEGETATED COVER IS BEINGESTABLISHED, INSPECTIONS MAY BE REDUCED TO ONCE PER MONTH IF THE SITE HAS TEMPORARYVEGETATION WITH A DENSITY OF 70% TEMPORARY UNIFORM COVER. IF AFTER 24 MONTHS NO SIGNIFICANTEROSION PROBLEMS ARE OBSERVED, INSPECTIONS MAY BE SUSPENDED COMPLETELY UNTIL THETERMINATION REQUIREMENTS IN SECTION 13 OF THE NPDES PERMIT MNR100001 HAVE BEEN MET.DRAINAGE PATHS, DITCHES, AND/OR SWALES SHALL HAVE TEMPORARY OR PERMANENT STABILIZATION WITHIN24 HOURS OF CONNECTING TO A SURFACE WATER OR 24 HOURS AFTER CONSTRUCTION ACTIVITY IN THEDITCH/SWALE HAS TEMPORARILY OR PERMANENTLY CEASED.THE CONTRACTOR SHALL COMPLETE THE STABILIZATION OF ALL EXPOSED SOILS WITHIN 24 HOURS THAT LIEWITHIN 200 FEET OF PUBLIC WATERS PROMULGATED "WORK IN WATER RESTRICTIONS" BY THE MN DNR DURINGSPECIFIED FISH SPAWNING TIMES.THE CONTRACTOR SHALL IMPLEMENT EROSION CONTROL BMPS AND VELOCITY DISSIPATION DEVICES ALONGCONSTRUCTED STORMWATER CONVEYANCE CHANNELS AND OUTLETS.PERMITTEES MUST STABILIZE THE NORMAL WETTED PERIMETER OF THE LAST 200 LINEAR FEET OF TEMPORARYOR PERMANENT DRAINAGE DITCHES OR SWALES THAT DRAIN WATER FROM THE SITE WITHIN 24 HOURS AFTERCONNECTING TO A SURFACE WATER OR PROPERTY EDGE. PERMITTEES MUST COMPLETE STABILIZATION OFREMAINING PORTIONS OF TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 14 CALENDAR DAYS (7DAYS FOR SITES DISCHARGING TO SPECIAL OR IMPAIRED WATERS, SEE SECTION 24) AFTER CONNECTING TO ASURFACE WATER OR PROPERTY EDGE AND CONSTRUCTION IN THAT PORTION OF THE DITCH TEMPORARILY ORPERMANENTLY CEASES.THE CONTRACTOR SHALL NOT UTILIZE HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSIONPREVENTION PRACTICES AS A FORM OF STABILIZATION FOR TEMPORARY OR PERMANENT DRAINAGE DITCHESOR SWALE SECTION WITH A CONTINUOUS SLOPE OF GREATER THAN 2 PERCENT.THE CONTRACTOR SHALL ENSURE PIPE OUTLETS HAVE TEMPORARY OR PERMANENT ENERGY DISSIPATIONWITH IN 24 HOURS OF CONNECTION TO A SURFACE WATER.THE CONTRACTOR SHALL DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS TO INCREASE SEDIMENTREMOVAL AND MAXIMIZE STORMWATER INFILTRATION. VELOCITY DISSIPATION DEVICES MUST BE USED TOPREVENT EROSION WHEN DIRECTING STORMWATER TO VEGETATED AREAS.POLLUTION PREVENTION MANAGEMENT MEASURES:THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL POLLUTION PREVENTION MANAGEMENT MEASURES.ALL POLLUTION PREVENTION MEASURES ARE CONSIDERED INCIDENTAL TO THE MOBILIZATION BID ITEM,UNLESS OTHERWISE NOTED.THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER DISPOSAL, IN COMPLIANCE WITH MPCADISPOSAL REQUIREMENTS, OF ALL HAZARDOUS MATERIALS, SOLID WASTE, AND PRODUCTS ON-SITE.THE CONTRACTOR SHALL ENSURE CONSTRUCTION MATERIALS THAT HAVE THE POTENTIAL TO LEAKPOLLUTANTS ARE KEPT UNDER COVER TO PREVENT THE DISCHARGE OF POLLUTANTS.THE CONTRACTOR SHALL ENSURE PESTICIDES, HERBICIDES, INSECTICIDES, FERTILIZERS, TREATMENTCHEMICALS, AND LANDSCAPE MATERIALS ARE COVERED TO PREVENT THE DISCHARGE OF POLLUTANTS.THE CONTRACTOR SHALL ENSURE HAZARDOUS MATERIALS AND TOXIC WASTE IS PROPERLY STORED INSEALED CONTAINERS TO PREVENT SPILLS, LEAKS, OR OTHER DISCHARGE. STORAGE AND DISPOSAL OFHAZARDOUS WASTE OR HAZARDOUS MATERIALS MUST BE IN COMPLIANCE WITH MINN. R. CH. 7045INCLUDING SECONDARY CONTAINMENT AS APPLICABLE.THE CONTRACTOR SHALL ENSURE ASPHALT SUBSTANCES USED ON-SITE SHALL ARE APPLIED INACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.THE CONTRACTOR SHALL ENSURE PAINT CONTAINERS AND CURING COMPOUNDS SHALL BE TIGHTLY SEALEDAND STORED WHEN NOT REQUIRED FOR USE. EXCESS PAINT AND/OR CURING COMPOUNDS SHALL NOT BEDISCHARGED INTO THE STORM SEWER SYSTEM AND SHALL BE PROPERLY DISPOSED OF ACCORDING TOMANUFACTURE'S INSTRUCTION.THE CONTRACTOR SHALL ENSURE SOLID WASTE BE STORED, COLLECTED AND DISPOSED OF PROPERLY INCOMPLIANCE WITH MINN. R. CH. 7035.THE CONTRACTOR SHALL ENSURE POTABLE TOILETS ARE POSITIONED SO THAT THEY ARE SECURE ANDWILL NOT BE TIPPED OR KNOCKED OVER. SANITARY WASTE MUST BE DISPOSED OF PROPERLY INACCORDANCE WITH MINN. R, CH. 7041.THE CONTRACTOR SHALL MONITOR ALL VEHICLES ON-SITE FOR LEAKS AND RECEIVE REGULAR PREVENTIONMAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE.THE CONTRACTOR SHALL ENSURE WASHOUT WASTE MUST CONTACT THE GROUND AND BE PROPERLYDISPOSED OF IN COMPLIANCE WITH MPCA RULES.THE CONTRACTOR SHALL INCLUDE SPILL KITS WITH ALL FUELING SOURCES AND MAINTENANCE ACTIVITIES.SECONDARY CONTAINMENT MEASURES SHALL BE INSTALLED AND MAINTAINED BY THE CONTRACTOR.THE CONTRACTOR SHALL ENSURE SPILLS ARE CONTAINED AND CLEANED UP IMMEDIATELY UPONDISCOVERY. SPILLS LARGE ENOUGH TO REACH THE STORM WATER CONVEYANCE SYSTEM SHALL BEREPORTED TO THE MINNESOTA DUTY OFFICER AT 1.800.422.0798.DEWATERING AND BASIN DRAINING ACTIVITIES:THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL DEWATERING AND SURFACE DRAINAGE REGULATIONS.CONTRACTOR MUST NOT CAUSE NUISANCE CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2) IN SURFACE WATERSFROM DEWATERING AND BASIN DRAINING (E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE)DISCHARGES. CONTRACTOR MUST DISCHARGE TURBID OR SEDIMENT-LADEN WATERS RELATED TO DEWATERINGOR BASIN DRAINING TO A SEDIMENT CONTROL (E.G., GRASSY OR WOODED), UPLAND AREAS OF THE SITE TOINFILTRATE DEWATERING WATER BEFORE DISCHARGE. CONTRACTOR ARE PROHIBITED FROM USING RECEIVINGWATERS AS PART OF THE TREATMENT AREA. CONTRACTOR MUST VISUALLY CHECK AND PHOTOGRAPH THEDISCHARGE AT THE BEGINNING AND AT LEAST ONCE EVERY 24 HOURS OF OPERATION TO ENSURE ADEQUTETREATMENT HAS BEEN OBTAINED AND NUISANCE CONDITIONS WILL NOT RESULT FROM THE DISCHARGE.IF NUISANCE CONDITIONS RESULT FROM THE DISCHARGE, CONTRACTOR MUST CEASE DEWATERING IMMEDIATELYAND CORRECTIVE ACTIONS MUST OCCUR BEFORE DEWATERING IS RESUMED. NUISANCE CONDITIONS INCLUDES,BUT IS NOT LIMITED TO, A SEDIMENT PLUME IN THE DISCHARGE OR THE DISCHARGE APPEARS CLOUDY, OROPAQUE, OR HAS A VISIBLE OIL FILM, OR HAS AQUATIC HABITAT DEGRADATION THAT CAN BE INDENTIFIES BY ANOBSERVER.CONTRACTOR MUST INSPECT AND PHOTOGRAPH DEWATERING DISCHARGES AT THE BEGINNING AND AT LEASTONCE EVERY 24 HOURS DURING OPERATION. DEWATERING DISCHARGES THAT ONLY LAST FOR MINUTES, ASOPPOSED TO HOURS AND DO NOT REACH A SURFACE WATER, DO NOT REQUIRE PHOTOGRAPHS ORDOCUMENTATION.THE CONTRACTOR SHALL ENSURE SEDIMENT CONTROL PRACTICES REMOVED OR ADJUSTED FORSHORT-TERM ACTIVITIES BE RE-INSTALLED IMMEDIATELY AFTER THE SHORT-TERM ACTIVITY HASBEEN COMPLETED. SEDIMENT CONTROL PRACTICES MUST BE REINSTALLED BEFORE THE NEXTPRECIPITATION EVENT EVEN IF THE SHORT-TERM ACTIVITY IS NOT COMPLETE.THE CONTRACTOR SHALL ENSURE STORM DRAIN INLETS ARE PROTECTED BY APPROPRIATE BMPS DURINGCONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGINGTO THE INLET HAVE BEEN STABILIZED.THE CONTRACTOR MUST PROVIDE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROL AT THE BASE OFTHE STOCKPILES ON THE DOWNGRADIENT PERIMETER PRIOR TO THE INITIATION OF STOCKPILING. SEDIMENTCONTROLS MUST BE MANAGED IN ACCORDANCE WITH SECTION 9.6 OF THE NPDES PERMIT MNR100001.CONTRACTOR SHALL INITIATE TEMPORARY OR PERMANENT STABILIZATION OF SEDIMENT CONTROL BMPSMADE OF SOIL WITHIN 24 HOURS.THE CONTRACTOR SHALL INSTALL PERIMETER CONTROL AROUND ALL STAGING AREAS, BORROW PITS,AND AREAS CONSIDERED ENVIRONMENTALLY SENSITIVE.PERIMETER CONTROL DEVICES, INCLUDING SILT FENCE SHALL BE REPAIRED, OR REPLACED, WHEN THEYBECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE DEVICE HEIGHT. THESE REPAIRS SHALL BEMADE WITHIN 24 HOURS OF DISCOVERY.TEMPORARY AND PERMANENT SEDIMENT BASINS SHALL BE DRAINED AND THE SEDIMENT REMOVED WHENTHE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME. DRAINAGE ANDREMOVAL MUST BE COMPLETED WITHIN 72 HOURS OF DISCOVERY.RECEIVING WATERNATURAL BUFFERIS THE BUFFER BEINGENCROACHED ON?REASON FOR BUFFERENCROACHMENTALL RECEIVING WATERSAT LEAST 50 FTNON/ARev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTAE2Save: 12/6/2023 2:35 PM sprall Plot: 12/7/2023 2:03 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054SWPPP.dwgSRPSRPSDH 140GOLDV 170054SWPPP2024 PMP5494912/19/2023STEPHEN R PRALL, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.498 PERMIT TERMINATION CONDITIONS:THE CONTRACTOR IS RESPONSIBLE FOR ENSURING FINAL STABILIZATION OF THE ENTIRE SITE.PERMIT TERMINATION CONDITIONS INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING:ALL SOIL DISTURBING ACTIVITIES HAVE BEEN COMPLETED.ALL EXPOSED SOILS HAVE BEEN UNIFORMLY STABILIZED WITH AT LEAST 70% VEGETATIONCOVERAGE.PERMANENT STORM WATER MANAGEMENT SYSTEM(S) ARE CONSTRUCTED AND ARE OPERATINGAS DESIGNED.ALL DRAINAGE DITCHES, PONDS, AND ALL STORM WATER CONVEYANCE SYSTEMS HAVE BEENCLEARED OF SEDIMENT AND STABILIZED WITH PERMANENT COVER TO PRECLUDE EROSION.ALL TEMPORARY SYNTHETIC BMPS HAVE BEEN REMOVED AND PROPERLY DISPOSED OF.THIS PERMIT COVERS ONGOING PROJECTS COVERED UNDER ANY PREVIOUS CONSTRUCTION STORMWATERPERMIT THAT ARE NOT COMPLETE ON THE ISSUANCE DATE OF THIS PERMIT. PERMITTEES MUST EITHERREMAIN IN COMPLIANCE WITH THE PREVIOUS PERMIT AND TERMINATE COVERAGE WITHIN 18 MONTHS OF THEISSUANCE DATE OF THIS PERMIT OR COMPLY WITH THIS PERMIT, INCLUDING UPDATING THE STORMWATERPOLLUTION PREVENTION PLAN (SWPPP), WITHIN THE 18-MONTH PERIOD. PERMITTEES OF PREVIOUSLYPERMITTED PROJECTS ARE NOT REQUIRED TO INCORPORATE ANY ADDITIONAL REQUIREMENTS REGARDINGTHE PERMANENT STORMWATER TREATMENT SYSTEM INCLUDED THIS REISSUED PERMIT.COVERAGE FOR PROJECTS THAT EXTEND BEYOND THE EXPIRATION DATE OF THIS PERMIT REMAINS EFFECTIVEFOR A GRACE PERIOD OF 18 MONTHS COVERING PROJECT COMPLETION AND NOTICE OF TERMINATION (NOT)SUBMITTAL. IF PERMITTEES CANNOT COMPLETE PROJECTS DURING THE GRACE PERIOD, THE MPCA WILLEXTEND COVERAGE UNDER THE NEXT PERMIT AND PERMITTEES MUST COMPLY WITH THE REQUIREMENTS OFTHE NEW PERMIT INCLUDING UPDATING THE SWPPP. PERMITTEES ARE NOT REQUIRED TO FOLLOW CHANGESTO THE PERMANENT STORMWATER TREATMENT SECTION OF THE NEXT PERMIT.WHEN SUBMITTING THE NOT PERMITTEES MUST INCLUDE EITHER GROUND OR AERIAL PHOTOGRAPHS SHOWINGTHE REQUIREMENTS OF 13.2 HAVE BEEN MET. PERMITTEES ARE NOT REQUIRED TO TAKE PHOTOGRAPHS OFEVERY DISTINCT PART OF THE SITE, HOWEVER THE CONDITIONS PORTRAYED MUST BE SUBSTANTIALLY SIMILARTO THOSE AREAS THAT ARE NOT PHOTOGRAPHED. PHOTOGRAPHS MUST BE CLEAR AND IN FOCUS AND MUSTINCLUDE THE DATE THE PHOTO WAS TAKEN. [MINN. R. 7090]Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTAE3Save: 12/6/2023 2:35 PM sprall Plot: 12/7/2023 2:04 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054SWPPP.dwgSRPSRPSDH 140GOLDV 170054SWPPP2024 PMP5494912/19/2023STEPHEN R PRALL, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.499 GG13"9"19"13"20"20"20"20"24"30"28"12"2"1"28"18"18"8"20"30"6"2"10X3"30"18"24"8X3"8"18"12"40"18"15"24X2"8"24"20"24"42"5"3"18"10"18"14"GGXCSTSTP-BURHIGH VOLTAGEHIGH VOLTAGEP-BUR HIGH VOLTAGE819182011870823183158340193582018209821519401900821682048190816181318101807180018000807081008130816081618131810180918001 1890182118111820190019201940 192019212001P-BUR P-BUR DUCT 910 915920925930935906907908909911912913 914916917918919921922923924926927928929931932933934936937938938906 9109079089099219229239249 2 4 92492 4 924STSTSTNOTES:1.TO PREVENT DUSTY CONDITIONS AND SEDIMENT ENTERING THE STORM SEWER,CONTRACTOR MUST CLEAN STREETS ON A DAILY BASIS DURING CONSTRUCTION HOURS(7AM-7PM) UNLESS OTHERWISE DIRECTED BY THE ENGINEER.2.ADDITIONAL STREET CLEANING MAY BE REQUIRED AS DIRECTED BY THE ENGINEER ANDWILL BE INCIDENTAL TO DAILY SWEEPING. THE ADDITIONAL SWEEPING WILL BE PERFORMEDWITHIN FOUR (4) HOURS OF ENGINEER'S DIRECTION.3.FAILURE TO PERFORM STREET CLEANING WILL RESULT IN CLEANING BY THE CITY OFGOLDEN VALLEY AND COSTS DEDUCTED FROM MONIES DUE TO CONTRACTOR.4.CONTRACTOR MUST PLACE PROTECTION ON ALL INLETS AND REMOVE AS DIRECTED BY THEENGINEER FOLLOWING BITUMINOUS WEAR PAVING (INCIDENTAL).5.ALL DISTURBED AREAS SHALL BE RESTORED WITH 4" TOPSOIL AND SOD UNLESS SHOWNOTHERWISE OR DIRECTED BY THE ENGINEER.6.EXPOSED SOIL SHALL BE TEMPORARILY STABILIZED USING SEED WITH MULCH AND/OREROSION CONTROL BLANKET, OR BY HYDROSEEDING AS DIRECTED BY THE ENGINEER.7.TEMPORARY OR PERMANENT MULCH MUST BE UNIFORMLY APPLIED BY MECHANICAL ORHYDRAULIC MEANS AND STABILIZED BY DISK ANCHORING OR USE OF HYDRAULIC SOILSTABILIZERS.8.TEMPORARY VEGETATION COVERS SHOULD CONSIST OF SUITABLE, FAST GROWING, DENSEGRASS SEED (MNDOT 25-141) APPLIED AT 1.5 TIMES THE RATE PER ACRE SPECIFIED BYMNDOT 2575.3.9. PROJECT DOES NOT IMPACT ANY WETLANDS.10.STEEP SLOPES (>3:1) SHALL BE STABILIZED IMMEDIATELY AFTER REACHING FINAL GRADE,AS DIRECTED BY THE ENGINEER.11.ADDITIONAL PERIMETER CONTROL TO BE INSTALLED, AS NECESSARY, AS DIRECTED BYENGINEER.EROSION CONTROLSTORM DRAIN INLET PROTECTIONEXISTING AND PROPOSED DRAINAGEDIRECTIONAL FLOW ARROWROCK CONSTRUCTION ENTRANCESEDIMENT CONTROL LOG (TYPE STRAW)SILT FENCE28"11"9"9"11"32"7"4"12"3"18"12"36"15"15"34"17"6"23"17"17"21"8"FP24"21"38"28"10"26"8"36"23"18"14"GSTSTSTSTSTP-BURP-BURP-BURP-BURHIGH VOLTAGEHIGH VOLTAGE 83101935 2001202120202000200520258201820982151940 8000807081002000816181318101807180011940 2000 2030915913914916 91791891991592091291291391491691 7 9189 1 9 921 922 920921922923924914910909911920921922STSTST STSTSTST0feetscale5010050250feetscale501005025DULUTH STREETRev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTAWESTBEND ROADE4Save: 12/6/2023 2:37 PM sprall Plot: 12/7/2023 2:04 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054EC.dwgSRPSRPSDH 140GOLDV 170054SEDIMENT & EROSION CONTROL PLAN2024 PMP5494912/19/2023STEPHEN R PRALL, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.WISCONSIN AVE. N DULUTH ST.SEE SHEETE5SEE SHEETE5SEE SHEETE5SEE SHEETE6SEE SHEETE6SEE SHEETE5SEE SHEETE6WISCONSIN AVE. N VALDERS AVE N WISCONSIN AVE. N ORKLA DR.WESTBEND RD.VALDERS AVE N WISCONSIN AVE. N VALDERS AVE. N WINNETKA AVE. N (CSAH 156) 500 NOTES:1.TO PREVENT DUSTY CONDITIONS AND SEDIMENT ENTERING THE STORM SEWER,CONTRACTOR MUST CLEAN STREETS ON A DAILY BASIS DURING CONSTRUCTION HOURS(7AM-7PM) UNLESS OTHERWISE DIRECTED BY THE ENGINEER.2.ADDITIONAL STREET CLEANING MAY BE REQUIRED AS DIRECTED BY THE ENGINEER ANDWILL BE INCIDENTAL TO DAILY SWEEPING. THE ADDITIONAL SWEEPING WILL BE PERFORMEDWITHIN FOUR (4) HOURS OF ENGINEER'S DIRECTION.3.FAILURE TO PERFORM STREET CLEANING WILL RESULT IN CLEANING BY THE CITY OFGOLDEN VALLEY AND COSTS DEDUCTED FROM MONIES DUE TO CONTRACTOR.4.CONTRACTOR MUST PLACE PROTECTION ON ALL INLETS AND REMOVE AS DIRECTED BY THEENGINEER FOLLOWING BITUMINOUS WEAR PAVING (INCIDENTAL).5.ALL DISTURBED AREAS SHALL BE RESTORED WITH 4" TOPSOIL AND SOD UNLESS SHOWNOTHERWISE OR DIRECTED BY THE ENGINEER.6.EXPOSED SOIL SHALL BE TEMPORARILY STABILIZED USING SEED WITH MULCH AND/OREROSION CONTROL BLANKET, OR BY HYDROSEEDING AS DIRECTED BY THE ENGINEER.7.TEMPORARY OR PERMANENT MULCH MUST BE UNIFORMLY APPLIED BY MECHANICAL ORHYDRAULIC MEANS AND STABILIZED BY DISK ANCHORING OR USE OF HYDRAULIC SOILSTABILIZERS.8.TEMPORARY VEGETATION COVERS SHOULD CONSIST OF SUITABLE, FAST GROWING, DENSEGRASS SEED (MNDOT 25-141) APPLIED AT 1.5 TIMES THE RATE PER ACRE SPECIFIED BYMNDOT 2575.3.9. PROJECT DOES NOT IMPACT ANY WETLANDS.10.STEEP SLOPES (>3:1) SHALL BE STABILIZED IMMEDIATELY AFTER REACHING FINAL GRADE,AS DIRECTED BY THE ENGINEER.11.ADDITIONAL PERIMETER CONTROL TO BE INSTALLED, AS NECESSARY, AS DIRECTED BYENGINEER.EROSION CONTROLSTORM DRAIN INLET PROTECTIONEXISTING AND PROPOSED DRAINAGEDIRECTIONAL FLOW ARROWROCK CONSTRUCTION ENTRANCESEDIMENT CONTROL LOG (TYPE STRAW)SILT FENCE20"24X2"8"24"20"24"42"5" 8X7" 8X2"23" 20"8" 10" 6" 2" 4X4" 14" 1" 3" 36" 28" 12"10" 13"7"13"9" 18" 42" 28"10"26"8" 36" 23" 18"14"GXCSTSTSTSTST82018231831521602140831019358345222022002160214021202040202020002005202520452125214521652205222322502255821519401900821623058250915920 925 9309309 3 5 935913914916 917 918919921 922 923 924 926 92792892992992993193193293 2 933 933 93 4 934 9 3 6936937937 912 912910 906907908909911 906910907908909911STSTSTST 15" 13"13X2" 28" 18"10"12" 28" 18" 24" 23" 20" 23" 20" 13" 20" 4" 4X3" 19" 7" 28"4"23"16"17"21"17"9"30"10"44"27"GST200120212041212521452155220522252255225021502140814022002220202020008161915914915915915 92 0 914916917 918 91 9 921 922922923923STSTST0feetscale306030150feetscale30603015WISCONSIN AVENUE NRev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTAE5Save: 12/6/2023 2:37 PM sprall Plot: 12/7/2023 2:05 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054EC.dwgSRPSRPSDH 140GOLDV 170054SEDIMENT & EROSION CONTROL PLAN2024 PMP5494912/19/2023STEPHEN R PRALL, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.ORKLA DRIVESEE SHEETE4SEE SHEETE4SEE SHEETE4SEE SHEETE4SEE SHEETE6WISCONSIN AVE. NWESTBEND RD.DULUTH ST.WISCONSIN AVE. N23RD AVE. N WINNETKAHEIGHTS DR.WESTBEND RD.ORKLA DR.23RD AVE. N 501 4"6"14"24"18"18"18"6"4"8X3"32"14"13"19"20"32"32"28"24X2"19"7"36"28"4"16"17"9"30"10"9"24"20"36"12"4"26"8"19"44"27"P-BUR P-BURP-BURHIGH VOLTAGEHIGH VOLTAGE HIGH VOLTAGE 2041 2125 8140202081018071204120402050800021059 2 0 9 2 5 925917918 9 1 9 9 2 1 9 2 2 9 2 3 9249269 2 6 918915915915916917ST 13" 20"20"20"20"24"30"28"12"2" 1" 28" 18" 18" 8" 12" 4"6"14" 24"18"18"18"6"4" 8X3" 32" 14"13"19" 20" 36" 11" 9" 9" 11" 32" 7" 4" 12" 3" 18" 12" 17"6" 12"4" 26"8" 19"STP-BURP-BURP-BURP-BURP-BURP-BURP-BURHIGH VOLTAGEHIGH VOLTAGEHIGH VOLTAGEHIGH VOLTAGEP-BURHIGH VOLTAGEHIGH VOLTAGE2041800080708001800080011871189018701850183018311851192019402000202020302040205080009209 1 8919921922 920 920925925 919921 921922922 923923 924 924926926 9209 2 5930 92192 29239 2 492692 7928929931932 92092 1 92 2 923 924 9249 2 4 9249 2 4ST STSTSTNOTES:1.TO PREVENT DUSTY CONDITIONS AND SEDIMENT ENTERING THE STORM SEWER,CONTRACTOR MUST CLEAN STREETS ON A DAILY BASIS DURING CONSTRUCTION HOURS(7AM-7PM) UNLESS OTHERWISE DIRECTED BY THE ENGINEER.2.ADDITIONAL STREET CLEANING MAY BE REQUIRED AS DIRECTED BY THE ENGINEER ANDWILL BE INCIDENTAL TO DAILY SWEEPING. THE ADDITIONAL SWEEPING WILL BE PERFORMEDWITHIN FOUR (4) HOURS OF ENGINEER'S DIRECTION.3.FAILURE TO PERFORM STREET CLEANING WILL RESULT IN CLEANING BY THE CITY OFGOLDEN VALLEY AND COSTS DEDUCTED FROM MONIES DUE TO CONTRACTOR.4.CONTRACTOR MUST PLACE PROTECTION ON ALL INLETS AND REMOVE AS DIRECTED BY THEENGINEER FOLLOWING BITUMINOUS WEAR PAVING (INCIDENTAL).5.ALL DISTURBED AREAS SHALL BE RESTORED WITH 4" TOPSOIL AND SOD UNLESS SHOWNOTHERWISE OR DIRECTED BY THE ENGINEER.6.EXPOSED SOIL SHALL BE TEMPORARILY STABILIZED USING SEED WITH MULCH AND/OREROSION CONTROL BLANKET, OR BY HYDROSEEDING AS DIRECTED BY THE ENGINEER.7.TEMPORARY OR PERMANENT MULCH MUST BE UNIFORMLY APPLIED BY MECHANICAL ORHYDRAULIC MEANS AND STABILIZED BY DISK ANCHORING OR USE OF HYDRAULIC SOILSTABILIZERS.8.TEMPORARY VEGETATION COVERS SHOULD CONSIST OF SUITABLE, FAST GROWING, DENSEGRASS SEED (MNDOT 25-141) APPLIED AT 1.5 TIMES THE RATE PER ACRE SPECIFIED BYMNDOT 2575.3.9. PROJECT DOES NOT IMPACT ANY WETLANDS.10.STEEP SLOPES (>3:1) SHALL BE STABILIZED IMMEDIATELY AFTER REACHING FINAL GRADE,AS DIRECTED BY THE ENGINEER.11.ADDITIONAL PERIMETER CONTROL TO BE INSTALLED, AS NECESSARY, AS DIRECTED BYENGINEER.EROSION CONTROLSTORM DRAIN INLET PROTECTIONEXISTING AND PROPOSED DRAINAGEDIRECTIONAL FLOW ARROWROCK CONSTRUCTION ENTRANCESEDIMENT CONTROL LOG (TYPE STRAW)SILT FENCE0feetscale5010050250feetscale501005025VALDERS AVENUE NRev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTAWINNETKA HEIGHTS DRIVEE6Save: 12/6/2023 2:37 PM sprall Plot: 12/7/2023 2:05 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054EC.dwgSRPSRPSDH 140GOLDV 170054SEDIMENT & EROSION CONTROL PLAN2024 PMP5494912/19/2023STEPHEN R PRALL, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.SEE SHEETE4SEE SHEETE4SEE SHEETE4SEE BELOWSEE ABOVESEE SHEETE5SEE SHEETE5SEE SHEETE7SEE SHEET E7VALDERS AVE NWESTBEND RD. DULUTH ST. WINNETKA HEIGHTS DR.VALDERS AVE NORKLA DR.WINNETKA HEIGHTS DR.VALDERS AVE. N VALDERS AVE. N 502 19" 20" 32"32" 28" 24X2" 32" 24" 16" 28" 16" 24"20"36"12"4"26"8"19"STSTP-BURP-BURP-BURP-BURP-BURP-BURHIGH VOLTAGEHIGH VOLTAGEHIGHVOLTAGEHIGH VOLTAGE225022552225220522002220214021308101807120418000210521352145920918919921922923910 91 5 911912913914 916 91 7918 912STNOTES:1.TO PREVENT DUSTY CONDITIONS AND SEDIMENT ENTERING THE STORM SEWER,CONTRACTOR MUST CLEAN STREETS ON A DAILY BASIS DURING CONSTRUCTION HOURS(7AM-7PM) UNLESS OTHERWISE DIRECTED BY THE ENGINEER.2.ADDITIONAL STREET CLEANING MAY BE REQUIRED AS DIRECTED BY THE ENGINEER ANDWILL BE INCIDENTAL TO DAILY SWEEPING. THE ADDITIONAL SWEEPING WILL BE PERFORMEDWITHIN FOUR (4) HOURS OF ENGINEER'S DIRECTION.3.FAILURE TO PERFORM STREET CLEANING WILL RESULT IN CLEANING BY THE CITY OFGOLDEN VALLEY AND COSTS DEDUCTED FROM MONIES DUE TO CONTRACTOR.4.CONTRACTOR MUST PLACE PROTECTION ON ALL INLETS AND REMOVE AS DIRECTED BY THEENGINEER FOLLOWING BITUMINOUS WEAR PAVING (INCIDENTAL).5.ALL DISTURBED AREAS SHALL BE RESTORED WITH 4" TOPSOIL AND SOD UNLESS SHOWNOTHERWISE OR DIRECTED BY THE ENGINEER.6.EXPOSED SOIL SHALL BE TEMPORARILY STABILIZED USING SEED WITH MULCH AND/OREROSION CONTROL BLANKET, OR BY HYDROSEEDING AS DIRECTED BY THE ENGINEER.7.TEMPORARY OR PERMANENT MULCH MUST BE UNIFORMLY APPLIED BY MECHANICAL ORHYDRAULIC MEANS AND STABILIZED BY DISK ANCHORING OR USE OF HYDRAULIC SOILSTABILIZERS.8.TEMPORARY VEGETATION COVERS SHOULD CONSIST OF SUITABLE, FAST GROWING, DENSEGRASS SEED (MNDOT 25-141) APPLIED AT 1.5 TIMES THE RATE PER ACRE SPECIFIED BYMNDOT 2575.3.9. PROJECT DOES NOT IMPACT ANY WETLANDS.10.STEEP SLOPES (>3:1) SHALL BE STABILIZED IMMEDIATELY AFTER REACHING FINAL GRADE,AS DIRECTED BY THE ENGINEER.11.ADDITIONAL PERIMETER CONTROL TO BE INSTALLED, AS NECESSARY, AS DIRECTED BYENGINEER.EROSION CONTROLSTORM DRAIN INLET PROTECTIONEXISTING AND PROPOSED DRAINAGEDIRECTIONAL FLOW ARROWROCK CONSTRUCTION ENTRANCESEDIMENT CONTROL LOG (TYPE STRAW)SILT FENCE32"24"MB 16"STSTSTP-BURP-BURP-BURP-BURP-BURP-BUR HIGH VOLTAGE 2205 2200796079407920214079452130 79257900220522092135 2145 91591291391491691791 5 91291291 3 91 4 916 917 918 91 9 ST 0feetscale501005025Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTAVALDERS COURTE7Save: 12/6/2023 2:37 PM sprall Plot: 12/7/2023 2:05 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054EC.dwgSRPSRPSDH 140GOLDV 170054SEDIMENT & EROSION CONTROL PLAN2024 PMP5494912/19/2023STEPHEN R PRALL, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.VALDERS AVE N0feetscale501005025SEE SHEETE6SEE BELOWSEE ABOVESEE SHEETE6SEE ABOVEWINNETKA HEIGHTS DR.VALDERS AVE NVALDERS CTVALDERS CTVALDERS AVE N 23RD AVE. N 503 00+40 00+41 00+42 00+43 26.54+70 00+60 00+61 00+62 00+63 00+64 00+65 00+66 00+67 00+68 00+69 00+70 00+2400+1000+1100+1200+1300+1400+1500+1600+1700+1800+1900+2000+2100+2200+2342+9200+80 00+81 00+82 00+83 00+84 00+85 00+86 00+87 00+8800+8900+9000+9100+9295+3900+3000+3100+3200+3300+3400+3500+3600+3700+3800+3900+100 00+101 00+102 00+103 00+104 00+105 00+106 67+106 53.96+20300+20000+20100+20200+20300+50 00+51 00+52 00+53 00+54 00+55 00+56 00+57 00+58 00+59 00+60 50+60 DULUTH STWISCONSIN AVE N (S)WESTBEND RDWISCONSIN AVE N (N) ORKLA DR WINNETKA HEIGHTS DRVALDERS AVE N VALDERS AVE N VALDERS CTL1L2L3L4L5L6 L7 L8 C1 L9 L10C2 C3 C4 L12 L13L11 C5L14 L15L16C6Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTAA1Save: 11/10/2023 7:35 AM sprall Plot: 12/7/2023 2:06 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054AL1.dwgSRPSRPSDH 140GOLDV 170054ALIGNMENT PLAN2024 PMP5494912/19/2023STEPHEN R PRALL, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.0feetscale10020010050504 POINT IDL1L2L3POINTSTATION10+00.0020+05.6322+14.68DELTARADIUSTANGENTLENGTH1005.63209.04185.32NORTHING176177.5755176162.0863176165.6107EASTING499448.5488500454.0621500663.0758BEARINGS 89° 07' 03" EN 89° 02' 02" ES 89° 07' 03" ESTART STATION10+00.0020+05.6322+14.68END STATION20+05.6322+14.6824+00.00START NORTHING176177.5755176162.0863176165.6107START EASTING499448.5488500454.0621500663.0758END NORTHING176162.0863176165.6107176162.7563END EASTING500454.0621500663.0758500848.3766POINT IDL4L5POINTSTATION30+00.0031+22.18DELTARADIUSTANGENTLENGTH122.18872.82NORTHING176492.8460176491.9281EASTING499485.7946499607.9669BEARINGS 89° 34' 10" ES 89° 06' 55" ESTART STATION30+00.0031+22.18END STATION31+22.1839+95.00START NORTHING176492.8460176491.9281START EASTING499485.7946499607.9669END NORTHING176491.9281176478.4505END EASTING499607.9669500480.6839POINT IDL6POINTSTATION40+00.00DELTARADIUSTANGENTLENGTH325.00NORTHING176176.9999EASTING499485.9113BEARINGN 00° 01' 16" WSTART STATION40+00.00END STATION43+25.00START NORTHING176176.9999START EASTING499485.9113END NORTHING176501.9994END EASTING499485.7912POINT IDL7C1L8POINTSTATION50+00.0058+64.1459+05.32DELTA019° 39' 46"RADIUS120.00TANGENT20.80LENGTH864.1441.18144.68NORTHING176491.4132177355.5533177395.9397EASTING499641.3070499642.3048499635.3541BEARINGN 00° 03' 58" EN 19° 35' 48" WSTART STATION50+00.0058+64.1459+05.32END STATION58+64.1459+05.3260+50.00START NORTHING176491.4132177355.5533177395.9397START EASTING499641.3070499642.3048499635.3541END NORTHING177355.5533177395.9397177532.2368END EASTING499642.3048499635.3541499586.8295POINT IDL9C2C3C4L10POINTSTATION60+00.0063+89.6665+85.1168+14.9469+56.08DELTA007° 43' 23"018° 40' 45"011° 09' 14"RADIUS1450.00705.00725.00TANGENT97.87115.9570.79LENGTH389.66195.45229.84141.1470.45NORTHING176486.3832176876.0386177070.9418177299.6468177439.8908EASTING499967.0156499968.4509499956.0163499963.3140499977.0408BEARINGN 00° 12' 40" EN 00° 00' 48" ESTART STATION60+00.0063+89.6665+85.1168+14.9469+56.08END STATION63+89.6665+85.1168+14.9469+56.0870+26.54START NORTHING176486.3832176876.0386177070.9418177299.6468177439.8908START EASTING499967.0156499968.4509499956.0163499963.3140499977.0408END NORTHING176876.0386177070.9418177299.6468177439.8908177510.3456END EASTING499968.4509499956.0163499963.3140499977.0408499977.0572POINT IDL11L12C5L13POINTSTATION80+00.0081+00.0087+15.8788+09.31DELTA089° 14' 04"RADIUS60.00TANGENT59.20LENGTH100.00615.8793.45432.69NORTHING176062.0173176162.0099176777.8768176837.8449EASTING500457.8034500459.0257500458.7492500399.5240BEARINGN 00° 42' 01" EN 00° 01' 33" WN 89° 15' 36" WSTART STATION80+00.0081+00.0087+15.8788+09.31END STATION81+00.0087+15.8788+09.3192+42.00START NORTHING176062.0173176162.0099176777.8768176837.8449START EASTING500457.8034500459.0257500458.7492500399.5240END NORTHING176162.0099176777.8768176837.8449176843.4326END EASTING500459.0257500458.7492500399.5240499966.8708POINT IDL14POINTSTATION100+00.00DELTARADIUSTANGENTLENGTH667.00NORTHING176839.3415EASTING500283.6428BEARINGN 00° 07' 50" ESTART STATION100+00.00END STATION106+67.00START NORTHING176839.3415START EASTING500283.6428END NORTHING177506.3402END EASTING500285.1623POINT IDL15C6L16POINTSTATION200+00.00201+59.81201+80.70DELTA020° 51' 15"RADIUS57.41TANGENT10.56LENGTH159.8120.89173.26NORTHING177172.0617177171.6977177167.6563EASTING500284.4008500444.2072500464.5899BEARINGS 89° 52' 10" ES 67° 07' 39" ESTART STATION200+00.00201+59.81201+80.70END STATION201+59.81201+80.70203+53.96START NORTHING177172.0617177171.6977177167.6563START EASTING500284.4008500444.2072500464.5899END NORTHING177171.6977177167.6563177100.3132END EASTING500444.2072500464.5899500624.2268Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTAA2Save: 11/10/2023 7:35 AM sprall Plot: 12/7/2023 2:06 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054AL1.dwgSRPSRPSDH 140GOLDV 170054ALIGNMENT TABULATION2024 PMP5494912/19/2023STEPHEN R PRALL, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.505 TYPICAL SECTION - BITUMINOUS DRIVEWAY REPLACEMENTWIDTH VARIESVARIES (TYP.)EXCAVATION FOR SUBCUT UNDER PAVEMENT IS PAID AS COMMON EXCAVATION.TYPICAL SECTION - CONCRETE DRIVEWAY REPLACEMENTWIDTH VARIESVARIES (TYP.)EXCAVATION FOR SUBCUT UNDER PAVEMENT IS PAID AS COMMON EXCAVATION.GRADE TO MATCH (TYP.)SOD w/ 4" TOPSOIL (TYP.)3" TYPE SP 9.5 WEARING COURSE(MIX DESIGNATION SPWEA240C)6" AGG. BASE - CLASS 5MnDOT SPEC. 2211GRADE TO MATCH (TYP.)SOD w/ 4" TOPSOIL (TYP.)6" CONCRETE(MIX DESIGNATION 3F52)6" AGG. BASE - CLASS 5MnDOT SPEC. 22112%2%1V:4H (MAX)1V:4H (MAX)1V:4H (MAX)1V:4H (MAX)VARIESR/WR/W1SEE DETAIL AB618 CONCRETE C&G (TYP.)BACKFILL W/ SUITABLE MATERIALSOD W/ 4" TOPSOIL (TYP.)BACKFILL W/ SUITABLE MATERIAL13'VARIES 13' - 17'BLVDVARIES 0'-6'TYPICAL STREET SECTION (26' STREET w/ 6' SIDEWALK)DULUTH STREET℄2JOINT ADHESIVE (TYP.)WALKVARIES 6'-8'SEE DETAIL C2%1.5%VARIES6" SUBGRADE DRAIN w/GEOTEXTILE SOCKAS DIRECTED BY ENGINEER /6" SOLID PVC SUMP DRAINAS DIRECTED BY ENGINEER(SEE DETAIL GV-ST-070)6"(TYP.)2V:1H2V:1H 66432%2%1V:4H (MAX)1V:4H (MAX)1V:4H (MAX)1V:4H (MAX)VARIESR/WR/W1SEE DETAIL AB618 CONCRETE C&G (TYP.)BACKFILL W/ SUITABLE MATERIALSOD W/ 4" TOPSOIL (TYP.)BACKFILL W/ SUITABLE MATERIAL6" SUBGRADE DRAIN w/GEOTEXTILE SOCKAS DIRECTED BY ENGINEER /6" SOLID PVC SUMP DRAINAS DIRECTED BY ENGINEER(SEE DETAIL GV-ST-070)13'13'6'(TYP.)TYPICAL STREET SECTION (26' STREET)ORKLA DRIVEVALDERS AVENUE N.WESTBEND ROADWINNETKA HEIGHTS DRIVEWISCONSIN AVENUE N.℄2VARIES6"(TYP.)JOINT ADHESIVE (TYP.)2V:1H42V:1H 2%2%VARIESR/WR/WSEE DETAIL BEXISTING B618 CONCRETE C&G (TYP.)APPROX. 13'APPROX. 13'TYPICAL STREET SECTION (2" MILL & OVERLAY)VALDERS COURT.℄5Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTATACK COAT, MnDOT SPEC. 2357DETAIL A6" AGGREGATE BASE (CV) CLASS 5MnDOT SPEC. 2211EXISTING SUBGRADE0"-36" SELECT GRANULAR BORROW (5% MOD)MnDOT SPEC. 3149.2B11-1/2" (TYPE SP 9.5) WEARING COURSEMIXTURE DESIGNATION (SPWEA240C)3" (TYPE SP 12.5) BASE COURSEMIXTURE DESIGNATION (SPNWB230C)123' CLEAR ZONE5VALDERS COURT MILL AND OVERLAY. CROSS SLOPE VARIESAS DESCRIBED BELOW, OR AS DIRECTED BY ENGINEERSTA 200+33 TO STA 202+60: 2.00% CROSS SLOPESTA 202+60 TO STA 203+54: 1.00% CROSS SLOPE (CUL-DE SAC)EXCAVATION FOR SUBCUT IS PAID AS COMMONEXCAVATION.THE ENGINEER SHALL MAKE FIELD DETERMINATIONS OFSUBGRADE SUITABILITY AND, IF NECESSARY, SHALLDIRECT THE CONTRACTOR TO VARY THE DEPTH OFCOMMON EXCAVATION, AND SELECT GRANULARBORROW.BORINGPAVEMENT THICKNESS(IN.)B-4017B-4027B-4038B-4045B-4054.5B-4063.5B-4074B-4085.5B-4095B-4104B-4113.25B-4122B-4134SUMMARY OF EXISTING BITUMINOUS PAVEMENT THICKNESSES(PER SOIL BORINGS PERFORMED IN OCTOBER 2021)DETAIL C4" AGGREGATE BASE (CV) CLASS 5MnDOT SPEC. 2211(6" AT DRIVEWAYS AND PED. RAMPS)4" CONCRETE WALK (6" AT PED. RAMPS AND DRIVEWAYS)TY1Save: 12/6/2023 2:26 PM sprall Plot: 12/7/2023 2:06 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054TY1.dwgSRPSRPSDH 140GOLDV 170054TYPICAL SECTIONS2024 PMP5494912/19/2023STEPHEN R PRALL, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.TACK COAT, MnDOT SPEC. 2357DETAIL BEXISTING 6" AGGREGATE BASEEXISTING SUBGRADE2" (TYPE SP 9.5) WEARING COURSEMIXTURE DESIGNATION (SPWEA240C)EXISTING BITUMINOUS PAVEMENTAPPROX 4.5" THICK BEFORE MILLINGMILL TOP 2" OF EXISTING PAVEMENT AND OVERLAY WITH 2" TYPESP 9.5 WEARING COURSE MIXTURE DESIGNATION (SPWEA240C)66' WALK AND 6' BOULEVARD TYPICAL.BOULEVARD AND CONCRETE WALK WIDTH VARY ON DULUTHSTREET BETWEEN VALDERS AVE N AND WINNETKA AVE N(STA 20+25 TO STA 23+11). SEE SHEET G2. INSTALL SILLCURB WHEN CONCRETE WALK IS AT BACK OF CURB.4CROSS SLOPE VARIES ON DULUTH ST FROM STA 21+10 TOSTA 23+11 AND VALDERS AVE FROM STA 85+00 TO STA 88+00AND VALDERS AVE FROM STA 101+40 TO 102+70..SEE SHEETS G2, G10, AND G12.313' TYPICAL LANE WIDTH. VARIES ON DULUTH STREETFROM STA 20+25 TO STA 23+11. SEE SHEET G2.506 00+00+81 00+1900+2000+218000800118901920STST1.00 % 10.25 ' 5 . 0 0% 19 . 90 'STATION=20+44.13OFFSET=13.67 RTOC=925.43STATION=20+44.14OFFSET=13.67 LTOC=925.43STATION=19+77.07OFFSET=13.67 LTOC=923.38STATION=19+75.37OFFSET=13.67 RTOC=923.34STATION=80+68.25OFFSET=14.69 RTOC=924.21STATION=80+67.73OFFSET=16.01 LTOC=923.70STATION=81+33.53OFFSET=13.67 LTOC=924.10STATION=81+33.71OFFSET=13.67 RTOC=924.08STATION=20+43.67OFFSET=33.00 RSTATION=19+75.37OFFSET=33.00 RSTATION=19+77.07OFFSET=33.00 LSTATION=20+44.14OFFSET=33.00 LR=19.33'L=30.15'R=19.33'L=29.69'R=19.33'L=30.68'R=19.33'L=30.69'STATION=80+78.01OFFSET=17.40 RTOC=924.331.08%923.42924.195.97%2.16%924.20923.471.50%STATION=81+19.37OFFSET=19.06 RGUTTER=923.9215.46'6.00%15.23'1. 5 0 %STATION=19+95.47OFFSET=27.06 LTOC=923.7824 . 3 3 ' 4.17% 6.35' 2.50%00+1000+1100+1200+40 00+418231831583401900STSTATION=11+00.46OFFSET=13.67 RTOC=907.39STATION=10+81.13OFFSET=33.06 RTOC=906.83STATION=40+32.48OFFSET=13.67 RTOC=906.69STATION=10+69.85OFFSET=13.67 LTOC=906.99STATION=10+69.85OFFSET=33.00 LR=19.33'L=30.06'STATION=11+00.46OFFSET=33.00 RR=19.33'L=30.43'906.59906.63906.43906.36906.182.21%2.00%19.80'1.00%10.63'0.89%2.31%STATION=10+83.95OFFSET=22.95 RTOC=906.9500+2300+24182118201900STATION=22+89.81OFFSET=17.67 RTOC=938.48STATION=22+89.01OFFSET=13.67 LTOC=939.02STATION=23+09.15OFFSET=36.94 RTOC=937.36STATION=23+08.34OFFSET=33.55 LTOC=939.49STATION=22+89.81OFFSET=37.00 RSTATION=22+89.01OFFSET=33.00 L4.46%11.80'2.00%13.18'4.50%5.34'STATION=23+09.10OFFSET=31.69 RGUTTER=937.12STATION=23+01.16OFFSET=20.53 RGUTTER=937.40R=19.33'L=30.31'STATION=23+58.44OFFSET=35.78 RTOC=937.08 (MATCH EX.)STATION=23+57.99OFFSET=31.47 RGUTTER=937.16STATION=23+67.22OFFSET=17.81 RGUTTER=937.48STATION=23+77.34OFFSET=15.51 RTOC=938.71 (MATCH EX.)8.25%3.25'2.00%16.42'8.00%10.30'R=19.33'L=29.97'STATION=23+77.71OFFSET=34.84 R1.35%R=19.33'L=30.67'REVERSE SLOPE (OUTPUT)GUTTER AROUND RADIUSSTATION=23+57.43OFFSET=36.34 LTOC=939.54 (MATCH EX.)STATION=23+76.52OFFSET=16.14 LTOC=939.10 (MATCH EX.)1.28%STATION=23+76.74OFFSET=35.47 LR=19.33'L=31.02'STATION=23+08.11OFFSET=43.55 LTOC=939.69 (MATCH EX.)STATION=23+09.17OFFSET=43.94 RTOC=937.09 (MATCH EX.)5.97%2.90%2.90%1.00%SEE ID4 FOR PEDESTRIANISLAND DETAILS00+3000+3100+3200+43 25+43 00+50 1935 200582151940 STSTSTSTATION=50+33.47OFFSET=13.67 LTOC=912.28STATION=50+32.53OFFSET=13.67 RTOC=912.26STATION=31+22.20OFFSET=13.67 LTOC=911.98STATION=31+88.05OFFSET=13.67 LTOC=912.41STATION=31+88.05OFFSET=33.00 LSTATION=31+22.18OFFSET=33.00 LR=19.33'L=30.49'911.861.00%911.710. 8 6 %STATION=31+79.76OFFSET=15.54 LTOC=912.5021.52'1.00%8.57'R=19.33'L=30.09'0.65%0.65%3.89%STATION=42+89.07OFFSET=13.79 LTOC=911.93 (MATCH EX.)STATION=42+89.11OFFSET=14.58 RTOC=911.85 (MATCH EX.)STATION=42+83.70OFFSET=13.67 RTOC=911.79STATION=30+35.00OFFSET=13.79 RTOC=911.71 (MATCH EX.)STATION=30+31.84OFFSET=13.50 LTOC=912.13 (MATCH EX.)STATION=30+41.79OFFSET=13.67 LTOC=911.980.90%1.91%Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTA0feetscale20402010 NOTES:1.ALL CURB LINE ELEVATIONS ARE TOP OF CURB,UNLESS OTHERWISE NOTED.2.ALL STREET ELEVATIONS ARE PROPOSED TOP OFBITUMINOUS.3.LENGTH OF CURB RADII ARE AT BACK OF CURB.4.SEE SHEETS PR1 & PR2 FOR DETAILED PEDESTRIANRAMP DESIGN INFORMATION.5.SEE GRADING & STORM PLANS FOR DETAILEDPROJECT LIMIT INFORMATION.WISCONSIN AVENUE N DULUTH STREETWISCONSIN AVENUE NDULUTH STREETVALDERS AVENUE NDULUTH STREETWESTBEND ROADWISCONSIN AVENUE N ID1Save: 12/6/2023 2:44 PM sprall Plot: 12/7/2023 2:07 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054ID.dwgSRPSRPSDH 140GOLDV 170054INTERSECTION DETAILS2024 PMP5494912/19/2023STEPHEN R PRALL, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.WINNETKA AVENUE N(CSAH 156) WISCONSIN AVENUE N VALDERS AVENUE N 507 00+84 00+8500+3995+39800080012000 2020 ST STSTATION=39+39.67OFFSET=13.67 LTOC=919.48STATION=39+40.71OFFSET=13.67 RTOC=919.49R=19.33'L=30.68'R=19.33'L=30.06'STATION=83+84.30OFFSET=13.67 LTOC=919.84STATION=84+50.31OFFSET=13.67 LTOC=920.11STATION=84+50.31OFFSET=33.00 LSTATION=83+84.30OFFSET=33.00 L1.04%1. 8 6%919.40919.500.62%3.16%2.50%00+3400+3500+3600+60 00+61200182018161 8131STSTSTATION=34+47.88OFFSET=13.67 LTOC=914.10STATION=35+13.88OFFSET=13.67 LTOC=914.53STATION=60+33.39OFFSET=13.67 LTOC=913.91STATION=60+32.61OFFSET=13.67 RTOC=913.91STATION=34+47.88OFFSET=33.00 LSTATION=35+13.88OFFSET=33.00 L1.84%STATION=34+54.21OFFSET=14.73 LTOC=914.171.00%1.00%6.45'24.14'R=19.33'L=30.60'R=19.33'L=30.14'913.83913.980.65%0.65%0.50%00+8800+8900+9000+100 00+10181018071 204180002105STATION=89+58.56OFFSET=13.67 RTOC=918.25STATION=88+92.55OFFSET=13.67 RTOC=919.22STATION=100+33.35OFFSET=13.67 LTOC=918.33STATION=100+32.65OFFSET=13.67 RTOC=918.33STATION=100+33.35OFFSET=33.00 LSTATION=100+32.65OFFSET=33.00 R1.25%5.40%0.50%STATION=100+22.05OFFSET=17.31 LTOC=918.461.00%12.07'1.00%18.51'R=19.33'L=30.57'STATION=89+07.02OFFSET=20.18 RTOC=918.49918.41918.124.00%16.35'1.00%13.82'R=19.33'L=30.16'00+9100+9242+9200+63 00+64 2041 2125 81402020ST STATION=63+23.73OFFSET=13.67 RTOC=916.10STATION=63+89.73OFFSET=13.67 RTOC=916.77STATION=63+23.73OFFSET=33.00 RSTATION=63+89.73OFFSET=33.00 RSTATION=92+07.85OFFSET=13.67 RTOC=916.18STATION=92+07.24OFFSET=13.67 LTOC=916.18STATION=92+15.05OFFSET=15.06 RTOC=916.27R=19.33'L=30.19'1.00%916.152.00%22.81'7.38'915.91R=19.33'L=30.55'STATION=92+18.08OFFSET=16.99 LTOC=916.311.00%11.51 ' 1.0 0 % 19. 0 6 ' 1.03%2.37%0.50%Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTA0feetscale20402010 NOTES:1.ALL CURB LINE ELEVATIONS ARE TOP OF CURB,UNLESS OTHERWISE NOTED.2.ALL STREET ELEVATIONS ARE PROPOSED TOP OFBITUMINOUS.3.LENGTH OF CURB RADII ARE AT BACK OF CURB.4.SEE SHEETS PR1 & PR2 FOR DETAILED PEDESTRIANRAMP DESIGN INFORMATION.5.SEE GRADING & STORM PLANS FOR DETAILEDPROJECT LIMIT INFORMATION.ORKLA DRIVEWESTBEND ROADVALDERS AVENUE N WESTBEND ROADVALDERS AVENUE NWINNETKA HEIGHTS DRIVEWINNETKA HEIGHTS DRIVEORKLA DRIVE ID2Save: 12/6/2023 2:44 PM sprall Plot: 12/7/2023 2:08 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054ID.dwgSRPSRPSDH 140GOLDV 170054INTERSECTION DETAILS2024 PMP5494912/19/2023STEPHEN R PRALL, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.508 00+70 26.54+70 2255 8180814081002250 STATION=69+88.06OFFSET=13.62 LTOC=922.50 (MATCH EX.)STATION=69+88.03OFFSET=13.91 RTOC=922.36 (MATCH EX.)1.09% 00+60 50+60 2250 2255 23058250STATION=59+80.01OFFSET=13.85 RTOC=929.47 (MATCH EX.)STATION=60+04.73OFFSET=13.61 LTOC=928.89 (MATCH EX.)2.0800+20000+20100+103 00+1042205 220021402145 ST STATION=103+66.18OFFSET=13.67 RTOC=912.24STATION=102+99.71OFFSET=13.67 RTOC=913.14STATION=200+33.29OFFSET=13.68 RTOC=912.35STATION=200+32.77OFFSET=14.12 LTOC=912.31STATION=200+21.50OFFSET=17.91 LTOC=912.44STATION=103+66.18OFFSET=33.00 RSTATION=102+99.71OFFSET=33.00 RR=19.33'L=30.14'1.00%18.05'1.00%12.09'3.00%R=19.33'L=30.66'STATION=200+37.41OFFSET=14.07 LTOC=912.22 (MATCH EX.)STATION=200+36.99OFFSET=13.74 RTOC=912.32 (MATCH EX.)912.44912.120.74%2.75%0.81%STATION=200+23.45OFFSET=16.20 RTOC=912.4620.39'1.00%10.27' 00+106 67+106 80408020800022502255STATION=106+28.04OFFSET=13.73 RTOC=910.39 (MATCH EX.)STATION=106+28.97OFFSET=13.74 LTOC=910.41 (MATCH EX.)0.79%Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTA0feetscale20402010 NOTES:1.ALL CURB LINE ELEVATIONS ARE TOP OF CURB,UNLESS OTHERWISE NOTED.2.ALL STREET ELEVATIONS ARE PROPOSED TOP OFBITUMINOUS.3.LENGTH OF CURB RADII ARE AT BACK OF CURB.4.SEE SHEETS PR1 & PR2 FOR DETAILED PEDESTRIANRAMP DESIGN INFORMATION.5.SEE GRADING & STORM PLANS FOR DETAILEDPROJECT LIMIT INFORMATION.23RD AVENUE NWISCONSIN AVENUE NORKLA DRIVEVALDERS COURTVALDERS AVENUE N VALDERS AVENUE N 23RD AVENUE N23RD AVENUE NID3Save: 12/8/2023 6:57 AM sprall Plot: 12/8/2023 6:58 AM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054ID.dwgSRPSRPSDH 140GOLDV 170054INTERSECTION DETAILS2024 PMP5494912/19/2023STEPHEN R PRALL, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.509 190000+2300+2400+300 00+301 REMOVE EXISTING PAVEMENT MARKINGSAS DIRECTED BY ENGINEER100.00'AACC4" SOLID LINE MULTI COMP (YELLOW)12" SOLID LINE MULTI COMP (YELLOW)24" SOLID LINE MULTICOMP (YELLOW)SEE INTERSECTIONDETAIL SHEET ID1SEE INTERSECTIONDETAIL SHEET ID1SEE INTERSECTIONDETAIL SHEET ID1SEE INTERSECTIONDETAIL SHEET ID119'19'PROTECT EXISTING PAVEMENT MARKINGSNOT DESIGNATED FOR REMOVAL (TYP.)PROTECT EXISTING PAVEMENTMARKINGS NOT DESIGNATEDFOR REMOVAL (TYP.)STATION=300+21.59OFFSET=4.33 RTOC=939.51STATION=300+21.59OFFSET=4.33 LTOC=939.64STATION=300+24.59OFFSET=4.33 RTOC=939.59STATION=300+24.59OFFSET=4.33 LTOC=939.73STATION=300+36.59OFFSET=4.33 RTOC=939.93STATION=300+36.59OFFSET=4.33 LTOC=940.07STATION=300+53.59OFFSET=4.33 LTOC=940.47STATION=300+53.59OFFSET=4.33 RTOC=940.46BBREVERSE SLOPE (OUTPUT) GUTTERSAWCUT STRAIGHT LINEIN EXISTING BITPAVEMENT (FULL DEPTH)4" CONCRETE WALK (MEDIAN)2% MIN10.00' F-F1% MIN1% MIN6" (MIN) CLASS 5AGGREGATE BASE.SELECT GRANULARBORROW (MOD 5%)0.50'CLASS 5 AGGREGATEBASE UNDER CURBRECOMPACT EXISTINGAGGREGATE BASE2% MINEX BIT.EX. AGGREGATE BASEEX BIT.EX. AGGREGATE BASECONTRACTOR MAY SAWCUT AND REMOVE OVERSIZEDBIT. PAVEMENT AREA, AS DIRECTED BY ENGINEER.REPLACE WITH:1.5" (TYPE SP 9.5) WEARING COURSE MIXTURE DESIGNATION (SPWEA240C)3.5" (TYPE SP 9.5) WEARING COURSE MIXTURE DESIGNATION (SPWEA240C)4" (TYPE SP 12.5) BASE COURSE MIXTURE DESIGNATION (SPWB230C)CLASS 5 AGGREGATE BASESAWCUT STRAIGHT LINEIN EXISTING BITPAVEMENT (FULL DEPTH)6" CONCRETE WALK(PEDESTRIAN CURB RAMP)13.00'1% MIN,2% MAXCLASS 5 AGGREGATE BASE(VERIFY THICKNESS)RECOMPACT EXISTINGAGGREGATE BASEEX BIT.EX. AGGREGATE BASEEX BIT.EX. AGGREGATE BASE4" CONCRETEWALK (MEDIAN)6" CONCRETEWALK (NOSE)6" CONCRETE WALK3.00'6.00'6.00'20.00'5.00'4" CONCRETEWALK (MEDIAN)6" CONCRETEWALK (NOSE)SAWCUT STRAIGHT LINEIN EXISTING BITPAVEMENT (FULL DEPTH)6" (MIN) CLASS 5AGGREGATE BASE.SELECT GRANULARBORROW (MOD 5%)RECOMPACT EXISTINGAGGREGATE BASECLASS 5 AGGREGATE BASE(VERIFY THICKNESS)6" (MIN) CLASS 5AGGREGATE BASE.SECTION A - ASECTION B - BSECTION C - CB618 CONCRETE CURB AND GUTTER.REVERSE SLOPE (OUTPUT) GUTTER.MIN 2% OR MATCH ROAD CROSS SLOPE(TYP.)3.00'3.00'5% MAX5% MAXMATCH ROADWAY(2% MAX)Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTA0feetscale1020105 NOTES:1.ALL CURB LINE ELEVATIONS ARE TOP OF CURB.2.ALL STREET ELEVATIONS ARE PROPOSED TOP OFBITUMINOUS.3.LENGTH OF CURB RADII ARE AT BACK OF CURB.4.SEE SHEETS PR1 & PR2 FOR DETAILED PEDESTRIANRAMP DESIGN INFORMATION.5.SEE GRADING & STORM PLANS FOR DETAILEDPROJECT LIMIT INFORMATION.ID4Save: 12/6/2023 2:51 PM sprall Plot: 12/7/2023 2:09 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054ID2.dwgSRPSRPSDH 140GOLDV 1700545494912/19/2023STEPHEN R PRALL, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.DULUTH STREETWINNETKA AVE N (CSAH 156)PEDESTRIAN ISLANDINTERSECTION DETAILS2024 PMP510 182118201900192019212001P-BUR P-BUR P-BUR P-BUR P-BUR P-BUR DUCT1821 1820190019201921200100+2200+2300+2400+299 00+300 00+301 00+302Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTA0feetscale20402010ID5Save: 11/3/2023 2:04 PM sprall Plot: 12/7/2023 2:09 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054ID3.dwgSRPSRPSDH 140GOLDV 1700545494912/19/2023STEPHEN R PRALL, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.DULUTH STREETWINNETKA AVE N (CSAH 156)PEDESTRIAN ISLANDSIGNING PLAN2024 PMPT755T755SNSFURNISH AND INSTALLSALVAGE AND INSTALLREMOVE123SIGNING KEY NOTESSALVAGE STREET NAME SIGNF&I STREET NAME SIGNSNS131 3 12111112 511 TV-BURTV-BURTV-BURTV-BURTV-BURP-OHP-OHP-OHP-OH00+40 00+10+11STAP-OHP-OHP-OHP-OHP-OHP-OH00+23EDHIFGTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURP-OHP-OHP-OHP-OHP-OHP-OH 00+81 00+20STCBRev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTAVALDERS AVE NPED RAMP 1 KEY MAX SLOPE 2% IN ANY DIRECTION TAPER (MAX SLOPE 5% ALONG PAR & 2% PERPENDICULAR TO PAR) TAPER (MAX SLOPE 8.33% ALONG PAR & 2% PERPENDICULAR TO PAR) 3 FT CURB TAPER AT BACK OF CURB (6" CURB HEIGHT TO 0" CURB HEIGHT)1234 TRUNCATED DOMES MAXIMUM RAMP RUNNING SLOPE OF 8.33% (2% MAXIMUM CROSS SLOPE)5NOTES:1.WHEN CONSTRUCTING PEDESTRIAN RAMPS, SEE MNDOT STANDARD PEDESTRIAN CURBRAMP DETAILS ON SHEETS D6-D15.2.A MAXIMUM ALLOWABLE SLOPE ALONG THE GUTTERLINE OF THE PAR IS 2%.3.DRILL AND GROUT REINFORCEMENT BARS (EPOXY COATED) TO TIE CONCRETE PEDESTRIANRAMPS TO THE BACK OF THE CURB AND TO ANY ADJACENT CONCRETE LANDINGS. SEEMNDOT STANDARD PEDESTRIAN CURB RAMP DETAILS (SHEET D11).PR1Save: 11/6/2023 7:15 AM sprall Plot: 12/7/2023 2:10 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054PR.dwgSRPSRPSDH 140GOLDV 170054PEDESTRIAN RAMP DETAILS2024 PMP5494912/19/2023STEPHEN R PRALL, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.DULUTH STREETWISCONSIN AVE NDULUTH STREETDULUTH STREETWINNETKA AVE N(CSAH 156)PED RAMP 2PED RAMP 3PED RAMP 4PED RAMP 5PED RAMP 7PED RAMP 6PED RAMP 9PED RAMP 81111111122244444444443333PEDRAMP #POINT #STA.OFF.ELEV.CURB HT.PAR WIDTHALONG BACK OFCURBCOMMENTS1A10+53.5122.67' LT906.300"6'CENTERLINE OF PAR AT BACK OF CURB2B19+93.4122.67' LT923.200"6'CENTERLINE OF PAR AT BACK OF CURB3C20+28.2821.95' LT923.770"6'CENTERLINE OF PAR AT BACK OF CURB4D23+06.4724.70' LT938.850"18'CENTERLINE OF PAR AT BACK OF CURB5E23+05.6125.85' RT937.250"13'CENTERLINE OF PAR AT BACK OF CURB6F23+59.9825.83' LT938.720"17'CENTERLINE OF PAR AT BACK OF CURB7G23+61.1824.80' RT937.530"14'CENTERLINE OF PAR AT BACK OF CURB8H23+28.6330.53' LT939.500"6'CENTERLINE OF PAR AT BACK OF CURB9I23+37.2930.65' LT939.390"6'CENTERLINE OF PAR AT BACK OF CURB512 Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTAPR2Save: 11/6/2023 7:15 AM sprall Plot: 12/7/2023 2:10 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054PR.dwgSRPSRPSDH 140GOLDV 170054PEDESTRIAN RAMP DETAILS2024 PMP5494912/19/2023STEPHEN R PRALL, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.513 Profile View of DULUTH ST895900905910915920925930895900905910915920925930906.3906.7907.3908.3 909.3 910.3 911.3 912.2 913.0 913.8 914.6 915.0 915.7 916.3 917.1 918.2 919.3 906.27906.60907.21908.14 909.24 910.35 911.45 912.48 913.35 914.08 914.66 915.16 915.66 916.16 916.77 917.77 919.059+0010+0011+0012+0013+0014+0015+0016+0017+0018+002.21%1.00%0.56%0.99%2.57%PVI STA=10+00.00EL=906.27PVI STA=10+37.37EL=906.48 PVI STA=14+00.00PVI EL=913.66L=200'K=166.06PVC STA=13+00.00 EL=911.45 PVT STA=15+00.00 EL=914.66PVI STA=11+05.00PVI EL=907.15L=90'K=74.19PVC STA=10+60.00EL=906.70PVT STA=11+50.00EL=908.14 PVI STA=17+11.65PVI EL=916.78L=100'K=63.78PVC STA=16+61.65 EL=916.28 PVT STA=17+61.65 EL=918.06 FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOGGGGGGGGGGGGGG 13"9"20"30"6"2"10X3"30"18"24"8X3"8"18"40"18"15"24X2"8"24"20"24"42"5"II >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>MSB:401MSB:402GG>>>>>>>>>>>>>>>>>>>>>>>>>>BIT.BIT.BIT.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.BIT.CONC.LANDSCAPING w/ MODULAR BLOCKEDGING AND MULCHLANDSCAPING w/ROUNDED BRICKEDGING AND MULCHTREE LINETREE LINE w/BOULDER EDGINGLANDSCAPING w/ ROCKLANDSCAPINGw/ MULCHIIIIIIIIIIIII9" VSP9" VSP18" RCP6" CIP6" CIP6" CIP12" RCP12" RCP>>>>>II 8" PVC15" RCP42" RCP42" RCP 42" RCPXCXC T-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURSTSSSSCOCOCOT-BURT-BURT-BURT-BURT-BURT-BUR TV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURT-BUR T-BUR ABANDONEDABANDONEDGG >>15" RCPP-OHP-OHP-OHP-OHP-OH819182018231831583401900 82168204819080708100813081608161813181018091CONC.BIT.CONC.BIT.CONC.BIT.BIT.00+1000+1100+1200+1300+1400+1500+1600+17+1800+40 00+41NOTES:1.SEE INTERSECTION DETAILS (ID) FOR INTERSECTION GRADES.2.SEE PEDESTRIAN RAMP DETAILS (PR) FOR PEDESTRIAN RAMP DESIGN INFORMATION.3.CONTRACTOR SHALL REPLACE EXISTING SIGNS AS DIRECTED BY THE ENGINEER. SEE SIGN TABULATION SHEET.4.CONTRACTOR SHALL PROVIDE TREE FENCING & TREE PROTECTION AS DIRECTED BY THE ENGINEER. SEE SPECIAL PROVISIONS.5.CONTRACTOR SHALL REMOVE AND REPLACE ALL SHRUBS, AS DIRECTED BY THE ENGINEER.6.REFER TO CLEARING AND GRUBBING SPECIAL PROVISION FOR DETAILS ABOUT THE REMOVAL NEAR CURB STOPS. ACTUAL TREE REMOVALSWILL BE DETERMINED BY THE ENGINEER AFTER THE PROPOSED CURB & GUTTER HAS BEEN STAKED.7.SHRUBS, BRUSH, AND CLEARING AND GRUBBING OF ANY TREE THAT IS LESS THAN 4 INCHES DIAMETER SHALL BE CONSIDERED INCIDENTAL(SEE MNDOT SPEC. 2101).8.AREAS IDENTIFIED FOR TEMPORARY PATCHING SHALL BE COMPLETED AS DIRECTED BY THE ENGINEER.9.CONTRACTOR SHALL PROVIDE DAILY TEMPORARY STABILIZATION OF ROADWAY AS DIRECTED BY ENGINEER.10.REMOVAL OF REINFORCEMENT IN THE EXISTING CONCRETE PAVEMENT IS INCIDENTAL TO THE REMOVE CONCRETE BID ITEM.11.ON-SITE CRUSHING OF CONCRETE PAVEMENT SHALL NOT NOT BE PERMITTED. CONCRETE PAVEMENT SHALL BE BROKEN UP, AS DIRECTEDBY ENGINEER, AND REMOVED FROM PROJECT AREA.0feetscale30603015BENCHMARK EL. 909.97BENCHMARK EL. 921.53TNH STA. 17+46, 18.6 RTDULUTH STREETG1Save: 12/6/2023 2:52 PM sprall Plot: 12/7/2023 2:11 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054GP01_Duluth.dwgSRPSRPSDH 140TNH NW QUAD DULUTH ST & WISCONSIN AVEGOLDV 170054I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.GRADING PLANDULUTH STREET2024 PMP5494912/19/2023STEPHEN R PRALL, PEDATELICENSE NO.Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTAEXISTING R/W (TYP.)WISCONSIN AVE. N DULUTH ST.WISCONSIN AVE. N CONCRETE DRIVEWAYAPRON (TYP.)B618 CONCRETEC&G (TYP.)END CONC. CURB AND GUTTER.MATCH EXISTING (TYP.)SAWCUT & MATCH BITUMINOUS (TYP.)AS DIRECTED BY ENGINEER.REMOVE CONCRETE PAVEMENT.SEE NOTES 10-11.6' CONC. WALK (TYP.)6' BLVD.SEE SHEETS PR1-PR2FOR CROSSWALK DETAILS26' F-FSAWCUT EX. DRIVEWAYPAVEMENT (TYP.)EXISTING ℄ GRADEPROPOSED ℄ GRADELEGEND:DENOTES TREES TOBE REMOVED.SEE NOTE 7NOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.SEE INTERSECTIONDETAIL SHEET ID1CONSTRUCT PEDESTRIAN RAMP.SEE SHEET PR1GRADING LIMITS (TYP.)SEE SHEETG5SEE SHEET G2APPROXIMATE EXCAVATION DEPTH514 Profile View of DULUTH ST910915920925930935940945910915920925930935940945919.3920.4921.4 922.6 923.9 925.6 928.3 931.3 934.5 937.4 938.3 938.4 919.05920.33921.53 922.61 923.73 925.50 928.14 931.12 934.10 937.09 938.3518+0019+0020+0021+0022+0023+0024+00-1.00%5.97%2.57%2.16%PVI STA=18+80.00EL=921.10 PVI STA=23+10.88 EL=938.24PVI STA=22+75.36PVI EL=938.60L=50'K=7.18PVC STA=22+50.36 EL=937.11 PVT STA=23+00.36 EL=938.35HP STA=22+93.19HP EL=938.39PVI STA=20+39.97PVI EL=924.56L=110'K=28.90PVC STA=19+84.97 EL=923.37 PVT STA=20+94.97 EL=927.84 T-BUR T-BUR FOFOFOFOFOFOFO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFO FO GGGGGGGGGGTTTTEECTRLECTRLGECTRLEGEECTRLECTRL13"9"19"13"20"20"20"20"24"30"28"12"2"1"18"18"8"18"12"40"I I I I I >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>MSB:403>>>>>>>>>BIT.BIT.BIT.CONC.CONC.CONC.CONC.LANDSCAPING w/ ROCKIII9" VSP15" RCP6" CIP12" RCP12" RCP12" RCP12" RCP12" RCP12" RCP9" VSP I I XCT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURP-BURSTST-BURT-BURT-BURFOFOFOFOFOT-BURT-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURT-BURT-BUR P-OHP-OH P-OH P-OH FOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOFOFOFOFOFOP-OHP-OHP-OHP-OHP-OHP-OHP-OHFOFOFOFOFOFOT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURP-OH P-BURHIGH VOLTAGEHIGH VOLTAGEP-BURP-BUR GGGGG GGGGG 6" MDPE GAS 24" STEEL GAS 8000807080918001189018211820190019201921CONC.BIT.CONC.BIT. CONC.BIT.BIT.MODULAR BLOCK RETAINING WALLP-BUR P-BUR P-BUR DUCTS00+1800+1900+2000+2100+2200+2300+24PI: 20+05.63PI: 22+14.6800+80 00+81 00+82 17'13'30:1 TAPER8' CONC. WALKNOTES:1.SEE INTERSECTION DETAILS (ID) FOR INTERSECTION GRADES.2.SEE PEDESTRIAN RAMP DETAILS (PR) FOR PEDESTRIAN RAMP DESIGN INFORMATION.3.CONTRACTOR SHALL REPLACE EXISTING SIGNS AS DIRECTED BY THE ENGINEER. SEE SIGN TABULATION SHEET.4.CONTRACTOR SHALL PROVIDE TREE FENCING & TREE PROTECTION AS DIRECTED BY THE ENGINEER. SEE SPECIAL PROVISIONS.5.CONTRACTOR SHALL REMOVE AND REPLACE ALL SHRUBS, AS DIRECTED BY THE ENGINEER.6.REFER TO CLEARING AND GRUBBING SPECIAL PROVISION FOR DETAILS ABOUT THE REMOVAL NEAR CURB STOPS. ACTUAL TREE REMOVALSWILL BE DETERMINED BY THE ENGINEER AFTER THE PROPOSED CURB & GUTTER HAS BEEN STAKED.7.SHRUBS, BRUSH, AND CLEARING AND GRUBBING OF ANY TREE THAT IS LESS THAN 4 INCHES DIAMETER SHALL BE CONSIDERED INCIDENTAL(SEE MNDOT SPEC. 2101).8.AREAS IDENTIFIED FOR TEMPORARY PATCHING SHALL BE COMPLETED AS DIRECTED BY THE ENGINEER.9.CONTRACTOR SHALL PROVIDE DAILY TEMPORARY STABILIZATION OF ROADWAY AS DIRECTED BY ENGINEER.10.REMOVAL OF REINFORCEMENT IN THE EXISTING CONCRETE PAVEMENT IS INCIDENTAL TO THE REMOVE CONCRETE BID ITEM.11.ON-SITE CRUSHING OF CONCRETE PAVEMENT SHALL NOT NOT BE PERMITTED. CONCRETE PAVEMENT SHALL BE BROKEN UP, AS DIRECTEDBY ENGINEER, AND REMOVED FROM PROJECT AREA.0feetscale30603015BENCHMARK EL. 946.84TNH SE QUAD DULUTH ST & WINNETKA AVEDULUTH STREETG2Save: 12/6/2023 2:52 PM sprall Plot: 12/7/2023 2:11 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054GP01_Duluth.dwgSRPSRPSDH 140GOLDV 170054I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.GRADING PLANDULUTH STREET2024 PMP5494912/19/2023STEPHEN R PRALL, PEDATELICENSE NO.DULUTH ST.VALDERS AVE. N VALDERS AVE. N EXISTING R/W (TYP.)CONCRETE DRIVEWAYAPRON (TYP.)REMOVE CONCRETE PAVEMENT.SEE NOTES 10-11.6' CONC. WALK (TYP.)SEE SHEETS PR1-PR2FOR CROSSWALK DETAILSSAWCUT EX. DRIVEWAYPAVEMENT (TYP.)LEGEND:DENOTES TREES TOBE REMOVED.SEE NOTE 7NOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.GRADING LIMITS (TYP.)EXISTING ℄ GRADEPROPOSED ℄ GRADE6' BLVD.26' F-FSEE SHEETG10SEE SHEET G1 SEE INTERSECTIONDETAIL SHEET ID1SEE INTERSECTIONDETAIL SHEET ID1APPROXIMATE EXCAVATION DEPTHBENCHMARK EL. 921.53TNH STA. 17+46, 18.6 RTSEE SHEETS PR1-PR2FOR CROSSWALK DETAILSCONSTRUCT PEDESTRIAN RAMP.SEE SHEET PR1CAUTIONEXISTING BURIEDHIGH VOLTAGEWINNETKA AVE. N (CSAH 156)END CONC. CURB AND GUTTER.MATCH EXISTING (TYP.)SAWCUT & MATCH BITUMINOUS (TYP.)AS DIRECTED BY ENGINEER.CONSTRUCT PEDESTRIAN RAMP.SEE SHEET PR1CONSTRUCT PEDESTRIAN RAMP.SEE SHEET PR1CONSTRUCT PEDESTRIAN RAMP.SEE SHEET PR1RELOCATE UTILITY POLE (BY OTHERS)CONSTRUCT PEDESTRIAN RAMP.SEE SHEET PR1CONSTRUCT PEDESTRIAN ISLAND.SEE SHEET ID4B618 CONCRETEC&G (TYP.)STA 21+10.END TYPICAL CROSS SLOPES.STA 21+10 - 21+70TRANSITION NORTH SIDE OFROAD FROM -2.0% TO 1%CROSS SLOPE2%2%CONSTRUCT PEDESTRIAN RAMP.SEE SHEET PR1EXISTING PAVEMENT ON WINNETKA AVE. N IS IN EXCESSOF 12" THICK, AND MAY BE UP TO 24" THICK.Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTA26' F-F6' CONC. WALKREVERSE SLOPE (OUTPUT)GUTTER AROUND RADIUSSALVAGE AND INSTALL MODULAR BLOCKRETAINING WALL, AS DIRECTED BY ENGINEERADJUST HAND HOLE (BY OTHERS)CONTRACTOR TO VERIFYDEPTH OF BURIED POWERF&I CONCRETE SILL AT LOCATIONS WHENWALK IS AT BACK OF CURB. SEE DETAIL ON D152%1%2%2%STA 21+701.0% SUPERELEVATION OF NORTH SIDEOF ROAD, AS DIRECTED BY ENGINEERSTA 21+70 - 23+11TRANSITION NORTH SIDE OF ROADFROM 1% CROSS SLOPE TO MATCHCROSS SLOPE OF WINNETKA AVE N.515 Profile View of WESTBEND RD900905910915920925930935900905910915920925930935-0.90%0.65%1.96%PVI STA=30+00.00EL=912.16 PVI STA=38+00.00PVI EL=918.43L=150'K=112.01PVC STA=37+25.00 EL=916.97PVI STA=30+74.84PVI EL=911.49L=90'K=58.11PVC STA=30+29.84EL=911.89PVT STA=31+19.84EL=911.78 LP STA=30+81.99LP EL=911.66PVI STA=36+29.74PVI EL=915.10L=100'K=76.58PVC STA=35+79.74 EL=914.78 PVT STA=36+79.74 EL=916.08 912.2911.8911.8912.1912.4 912.5 912.8 913.2 913.5 913.8 914.2 914.6 915.1 915.8 916.4 917.2 917.9 918.6 912.16911.75911.69911.98912.30 912.63 912.95 913.28 913.61 913.93 914.26 914.58 914.94 915.56 916.48 917.43 918.18 918.7229+5030+0031+0032+0033+0034+0035+0036+0037+0038+0038+50GGG GGGGGGGGGGGGG36"15"15"34"17"17"17"21"8"FP24"21"38"28"10"26"8"36"III IIIIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>MSB:405MSB:406BIT.BIT.BIT.BIT.BIT.BIT.CONC. CONC.CONC.CONC.CONC.CONC.CONC.CONC.BIT.PAVER WALKLANDSCAPING w/ MULCH LANDSCAPING w/ROCK LANDSCAPINGw/ BRICK EDGINGTREE LINELANDSCAPE EDGINGw/ ROCKLANDSCAPING w/MULCH AND BOULDEREDGINGPAVER WALKW/ STEP 9" VSP9" VSP9" VSP27" RCP27" RCP24" RCP18" RCP24" RCP6" CIP6" CIP6" CIP12" RCP12" RCP12" RCP12" RCP12" RCP12" RCP12" RCP12" RCP12" R C P 42" RCP 6" CIP15" RCP15" RCPSTSTSTSTSTSSSSCOCO18" RCPP-OHP-OHP-OHP-OHT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BUR ABANDONEDGGGGGGG ABANDONEDABANDONEDABANDONED>>>>>>>>>>42" RCPP-OHP-OH P-OHP-OHP-OHP-OH 83102001200020058201820982151940 8070810020008161813181018071IICONC.BIT.CAPP E D CONC.00+42 00+43 25+43 00+60 00+6100+3000+3100+3200+3300+3400+3500+3600+3700+3800+50 00+51PI: 31+22.18NOTES:1.SEE INTERSECTION DETAILS (ID) FOR INTERSECTION GRADES.2.SEE PEDESTRIAN RAMP DETAILS (PR) FOR PEDESTRIAN RAMP DESIGN INFORMATION.3.CONTRACTOR SHALL REPLACE EXISTING SIGNS AS DIRECTED BY THE ENGINEER. SEE SIGN TABULATION SHEET.4.CONTRACTOR SHALL PROVIDE TREE FENCING & TREE PROTECTION AS DIRECTED BY THE ENGINEER. SEE SPECIAL PROVISIONS.5.CONTRACTOR SHALL REMOVE AND REPLACE ALL SHRUBS, AS DIRECTED BY THE ENGINEER.6.REFER TO CLEARING AND GRUBBING SPECIAL PROVISION FOR DETAILS ABOUT THE REMOVAL NEAR CURB STOPS. ACTUAL TREE REMOVALSWILL BE DETERMINED BY THE ENGINEER AFTER THE PROPOSED CURB & GUTTER HAS BEEN STAKED.7.SHRUBS, BRUSH, AND CLEARING AND GRUBBING OF ANY TREE THAT IS LESS THAN 4 INCHES DIAMETER SHALL BE CONSIDERED INCIDENTAL(SEE MNDOT SPEC. 2101).8.AREAS IDENTIFIED FOR TEMPORARY PATCHING SHALL BE COMPLETED AS DIRECTED BY THE ENGINEER.9.CONTRACTOR SHALL PROVIDE DAILY TEMPORARY STABILIZATION OF ROADWAY AS DIRECTED BY ENGINEER.Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTA0feetscale30603015WESTBEND ROADG3Save: 12/6/2023 2:55 PM sprall Plot: 12/7/2023 2:12 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054GP02_Westbend.dwgSRPSRPSDH 140GOLDV 170054I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.GRADING PLANWESTBEND ROAD2024 PMP5494912/19/2023STEPHEN R PRALL, PEDATELICENSE NO.WESTBEND RD.WISCONSIN AVE. N WISCONSIN AVE. N ORKLA DR.SALVAGE BITUMINOUS PAVEMENTEXISTING R/W (TYP.)CONCRETE DRIVEWAYAPRON (TYP.)B618 CONCRETEC&G (TYP.)END CONC. CURB AND GUTTER.MATCH EXISTING (TYP.)SAWCUT & MATCHBITUMINOUS (TYP.)AS DIRECTED BY ENGINEER.SAWCUT EX. DRIVEWAYPAVEMENT (TYP.)LEGEND:DENOTES TREES TOBE REMOVED.SEE NOTE 7NOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.GRADING LIMITS (TYP.)EXISTING ℄ GRADEPROPOSED ℄ GRADESEE INTERSECTIONDETAIL SHEET ID1PROTECT UTILITYPOLE AND GUY WIRE26' F-FSEE SHEET G4 SEE SHEETG8SEE SHEETG6SEE SHEETG5SEE INTERSECTIONDETAIL SHEET ID2SEE INTERSECTIONDETAIL SHEET ID1APPROXIMATE EXCAVATION DEPTHBENCHMARK EL. 916.90SW QUAD WESTBEND RD & ORKLA DRBENCHMARK EL. 924.00TNH SE QUAD VALDERS AVE & WESTBEND RD516 Profile View of WESTBEND RD9009059109159209259309359009059109159209259309350.62%2.00%PVI STA=39+61.70 EL=919.43 PVI STA=39+73.19 EL=919.66 PVT STA=38+75.00 EL=918.90 918.6 919.1 919.7 918.72 919.05 919.3638+5039+0040+00GG GG9"11"32"7"18"12"6"I I I IIIII>>>>>>>>>>>>>>>>>>>>>>> > >>>>>>>> BIT. BIT.BIT.CONC. LANDSCAPE EDGINGMODULAR BLOCK RETAINING WALL LANDSCAPINGLANDSCAPEEDGING w/ MULCHMULCH LANDSCAPING w/ BOULDER EDGING 9" VSP8" CIP 9" VSP6" CIP12" RCP12 " R C P 6" CIP SS18" RCPT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURG ABANDONED P-OH P-OH P-OH P-OHP-OHP-BURP-BURP-BURP-BURP-BURHIGH VOLTAGE HIGH VOLTAGE 800080011940 2000 2020 00+83 00+84 00+8500+3995+39NOTES:1.SEE INTERSECTION DETAILS (ID) FOR INTERSECTION GRADES.2.SEE PEDESTRIAN RAMP DETAILS (PR) FOR PEDESTRIAN RAMP DESIGN INFORMATION.3.CONTRACTOR SHALL REPLACE EXISTING SIGNS AS DIRECTED BY THE ENGINEER. SEE SIGN TABULATION SHEET.4.CONTRACTOR SHALL PROVIDE TREE FENCING & TREE PROTECTION AS DIRECTED BY THE ENGINEER. SEE SPECIAL PROVISIONS.5.CONTRACTOR SHALL REMOVE AND REPLACE ALL SHRUBS, AS DIRECTED BY THE ENGINEER.6.REFER TO CLEARING AND GRUBBING SPECIAL PROVISION FOR DETAILS ABOUT THE REMOVAL NEAR CURB STOPS. ACTUAL TREE REMOVALSWILL BE DETERMINED BY THE ENGINEER AFTER THE PROPOSED CURB & GUTTER HAS BEEN STAKED.7.SHRUBS, BRUSH, AND CLEARING AND GRUBBING OF ANY TREE THAT IS LESS THAN 4 INCHES DIAMETER SHALL BE CONSIDERED INCIDENTAL(SEE MNDOT SPEC. 2101).8.AREAS IDENTIFIED FOR TEMPORARY PATCHING SHALL BE COMPLETED AS DIRECTED BY THE ENGINEER.9.CONTRACTOR SHALL PROVIDE DAILY TEMPORARY STABILIZATION OF ROADWAY AS DIRECTED BY ENGINEER.Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTA0feetscale30603015WESTBEND ROADG4Save: 12/6/2023 2:55 PM sprall Plot: 12/7/2023 2:12 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054GP02_Westbend.dwgSRPSRPSDH 140GOLDV 170054I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.GRADING PLANWESTBEND ROAD2024 PMP5494912/19/2023STEPHEN R PRALL, PEDATELICENSE NO.SEE SHEETWESTBEND RD.VALDERS AVE N EXISTING R/W (TYP.)CONCRETE DRIVEWAYAPRON (TYP.)B618 CONCRETE C&G (TYP.)SAWCUT EX. DRIVEWAYPAVEMENT (TYP.)LEGEND:DENOTES TREES TOBE REMOVED.SEE NOTE 7NOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.GRADING LIMITS (TYP.)G10EXISTING ℄ GRADEPROPOSED ℄ GRADESALVAGE BITUMINOUS PAVEMENT26' F-FSEE SHEET G3 SEE SHEETG10SEE INTERSECTIONDETAIL SHEET ID2APPROXIMATE EXCAVATION DEPTHBENCHMARK EL. 924.00TNH SE QUAD VALDERS AVE & WESTBEND RDBENCHMARK EL. 916.90SW QUAD WESTBEND RD & ORKLA DR517 8908959009059109159209258908959009059109159209251.67%-2.00%1.08%2.31%1.91%PVI STA=40+00.00 EL=906.48 PVI STA=43+15.85 EL=912.16 PVI STA=40+11.50 EL=906.25 PVI STA=42+81.79 EL=911.59 PVI STA=41+50.00PVI EL=909.08L=90'K=226.02PVC STA=41+05.00 EL=908.04 PVT STA=41+95.00 EL=909.93PVI STA=40+41.50PVI EL=906.57L=50'K=40.90PVC STA=40+16.50 EL=906.30 PVT STA=40+66.50 EL=907.15 906.7 907.0 908.1 909.1 910.1 910.8 911.9 906.48 906.80 907.92 909.03 910.03 910.98 911.8939+5040+0041+0042+0043+0043+50FOFOFOFOGGGG20" 24"42" 5" 10" 18" 14"IIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>MSB:404MSB:401 G>>>BIT.CONC.CONC.BIT.CONC.BIT.LANDSCAPING w/TIN EDGINGII9" VSP9" VSP18" RCP27" RCP27" RCP6" CIP6" CIP6" CIP12" RCP12" RCP12" RCP42" RCP>>>I8" PVC15" RCP42" RCP42" RCP42" RCP15" RCP15" RCPXCT-BURT-BURT-BURT-BURT-BURT-BURSTSTSTSSST-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURTV-BURTV-BURGGGGGGGGABANDONEDP-OHP-OHP-OH>>>>>>>>>>>>>>42" RCP15" RCPSTP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OH823183158345834019358305200519401900IICONC.BIT.CONC.BIT.CONC.BIT.CONC.CONC.CONC.00+1000+11 00+4000+4100+4200+4325+4300+3000+31 NOTES:1.SEE INTERSECTION DETAILS (ID) FOR INTERSECTION GRADES.2.SEE PEDESTRIAN RAMP DETAILS (PR) FOR PEDESTRIAN RAMP DESIGN INFORMATION.3.CONTRACTOR SHALL REPLACE EXISTING SIGNS AS DIRECTED BY THE ENGINEER. SEE SIGN TABULATION SHEET.4.CONTRACTOR SHALL PROVIDE TREE FENCING & TREE PROTECTION AS DIRECTED BY THE ENGINEER. SEE SPECIAL PROVISIONS.5.CONTRACTOR SHALL REMOVE AND REPLACE ALL SHRUBS, AS DIRECTED BY THE ENGINEER.6.REFER TO CLEARING AND GRUBBING SPECIAL PROVISION FOR DETAILS ABOUT THE REMOVAL NEAR CURB STOPS. ACTUAL TREE REMOVALSWILL BE DETERMINED BY THE ENGINEER AFTER THE PROPOSED CURB & GUTTER HAS BEEN STAKED.7.SHRUBS, BRUSH, AND CLEARING AND GRUBBING OF ANY TREE THAT IS LESS THAN 4 INCHES DIAMETER SHALL BE CONSIDERED INCIDENTAL(SEE MNDOT SPEC. 2101).8.AREAS IDENTIFIED FOR TEMPORARY PATCHING SHALL BE COMPLETED AS DIRECTED BY THE ENGINEER.9.CONTRACTOR SHALL PROVIDE DAILY TEMPORARY STABILIZATION OF ROADWAY AS DIRECTED BY ENGINEER.10.REMOVAL OF REINFORCEMENT IN THE EXISTING CONCRETE PAVEMENT IS INCIDENTAL TO THE REMOVE CONCRETE BID ITEM.11.ON-SITE CRUSHING OF CONCRETE PAVEMENT SHALL NOT NOT BE PERMITTED. CONCRETE PAVEMENT SHALL BE BROKEN UP, AS DIRECTEDBY ENGINEER, AND REMOVED FROM PROJECT AREA.0feetscale30603015WISCONSIN AVENUE NG5Save: 12/6/2023 2:58 PM sprall Plot: 12/7/2023 2:13 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054GP03_Wisconsin (S).dwgSRPSRPSDH 140GOLDV 170054I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.GRADING PLANWISCONSIN AVENUE N2024 PMP5494912/19/2023STEPHEN R PRALL, PEDATELICENSE NO.Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTAWESTBEND RD.WISCONSIN AVE. NDULUTH ST.WISCONSIN AVE. NEXISTING ℄ GRADEPROPOSED ℄ GRADESEE INTERSECTIONDETAIL SHEET ID1LEGEND:DENOTES TREES TOBE REMOVED.SEE NOTE 7NOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.B618 CONCRETEC&G (TYP.)GRADING LIMITS (TYP.)SAWCUT & MATCH BITUMINOUS (TYP.)AS DIRECTED BY ENGINEER.CONCRETE DRIVEWAYAPRON (TYP.)END CONC. CURB AND GUTTER.MATCH EXISTING (TYP.)SAWCUT EX. DRIVEWAYPAVEMENT (TYP.)EXISTING R/W (TYP.)REMOVE CONCRETE PAVEMENT.SEE NOTES 10-11.26' F-FSEE INTERSECTIONDETAIL SHEET ID1SEE SHEETG3SEE SHEETG1APPROXIMATE EXCAVATION DEPTHBENCHMARK EL. 909.97TNH NW QUAD DULUTH ST & WISCONSIN AVEBENCHMARK EL. 916.90SW QUAD WESTBEND RD & ORKLA DR518 9059109159209259309359409059109159209259309359406.01%-2.00%1.00%3.85%-2.34%PVI STA=50+00.00EL=912.01PVI STA=50+11.50EL=911.78 PVI STA=55+35.22PVI EL=939.36L=280'K=33.55PVC STA=53+95.22 EL=930.95 PVT STA=56+75.22 EL=936.09HP STA=55+96.85HP EL=937.00PVI STA=51+54.30PVI EL=916.47L=120'K=55.49PVC STA=50+94.30EL=914.16PVT STA=52+14.30EL=920.07PVI STA=50+40.00PVI EL=912.07L=50'K=17.56PVC STA=50+15.00EL=911.82PVT STA=50+65.00EL=913.03912.1913.3914.7916.8919.3 922.4 925.5 928.7 931.5 933.7 935.8 936.5 937.1 936.7 935.8 934.6 933.3 932.2 912.01912.52914.38916.58919.23 922.22 925.22 928.23 931.23 933.79 935.61 936.68 937.00 936.58 935.51 934.34 933.17 932.0149+5050+0051+0052+0053+0054+0055+0056+0057+0058+0058+50GGGGGGGGGGGGGGGGG8X7" 8X2" 23" 20" 8" 10" 6" 2" 4X4" 14" 1" 3" 36" 28" 24"38"28"26"8"36"23"IIIIIIIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>MSB:407MSB:411BIT.BIT.BIT.BIT.BIT.BIT.BIT.BIT.PAVERSBIT.CONC.CONC.CONC.CONC.CONC.CONC.CONC.ROCK LANDSCAPINGTIMBER RETAININGWALLBRICK LANDSCAPINGW/ LIGHTPOLEBLOCK LANDSCAPINGw/ LIGHT POLETIMBER RETAINING WALLw/ MULCH LANDSCAPINGLANDSCAPING EDGINGw/ MULCHDECORATIVE FENCE ANDLANDSCAPING w/ MULCH LANDSCAPING w/ MULCHLANDSCAPE EDGINGw/ ROCKPAVER WALKLANDSCAPING w/ MULCHPAVER WALKW/ STEP9" VSP9" VSP9" VSP9" VSP9" VSP27" RCP27" RCP24" RCP6" CIP6" CIP6" CIP6" CIP12" RCP12" RCP12" RCP12" RCP12" RCPSTSTSSSSCOT-BURABANDONEDABANDONEDABANDONEDABANDONEDABANDONEDABANDONEDABANDONEDGGGABANDONEDABANDONED2220220021602140212020402020200020052025204521252145216522052223IICAPPED00+3100+32 00+5000+5100+5200+5300+5400+5500+5600+5700+58NOTES:1.SEE INTERSECTION DETAILS (ID) FOR INTERSECTION GRADES.2.SEE PEDESTRIAN RAMP DETAILS (PR) FOR PEDESTRIAN RAMP DESIGN INFORMATION.3.CONTRACTOR SHALL REPLACE EXISTING SIGNS AS DIRECTED BY THE ENGINEER. SEE SIGN TABULATION SHEET.4.CONTRACTOR SHALL PROVIDE TREE FENCING & TREE PROTECTION AS DIRECTED BY THE ENGINEER. SEE SPECIAL PROVISIONS.5.CONTRACTOR SHALL REMOVE AND REPLACE ALL SHRUBS, AS DIRECTED BY THE ENGINEER.6.REFER TO CLEARING AND GRUBBING SPECIAL PROVISION FOR DETAILS ABOUT THE REMOVAL NEAR CURB STOPS. ACTUAL TREE REMOVALSWILL BE DETERMINED BY THE ENGINEER AFTER THE PROPOSED CURB & GUTTER HAS BEEN STAKED.7.SHRUBS, BRUSH, AND CLEARING AND GRUBBING OF ANY TREE THAT IS LESS THAN 4 INCHES DIAMETER SHALL BE CONSIDERED INCIDENTAL(SEE MNDOT SPEC. 2101).8.AREAS IDENTIFIED FOR TEMPORARY PATCHING SHALL BE COMPLETED AS DIRECTED BY THE ENGINEER.9.CONTRACTOR SHALL PROVIDE DAILY TEMPORARY STABILIZATION OF ROADWAY AS DIRECTED BY ENGINEER.0feetscale30603015WISCONSIN AVENUE NG6Save: 11/13/2023 11:19 AM sprall Plot: 12/7/2023 2:13 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054GP04_Wisconsin (N).dwgSRPSRPSDH 140GOLDV 170054I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.GRADING PLANWISCONSIN AVENUE N2024 PMP5494912/19/2023STEPHEN R PRALL, PEDATELICENSE NO.Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTAWISCONSIN AVE. NWESTBEND RD.SEE INTERSECTIONDETAIL SHEET ID1PROPOSED ℄ GRADEEXISTING ℄ GRADESAWCUT EX. DRIVEWAYPAVEMENT (TYP.)GRADING LIMITS (TYP.)EXISTING R/W (TYP.)CONCRETE DRIVEWAYAPRON (TYP.)LEGEND:DENOTES TREES TOBE REMOVED.SEE NOTE 7NOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.B618 CONCRETEC&G (TYP.)SALVAGE BITUMINOUS PAVEMENT26' F-FSALVAGE & INSTALLCONCRETE PAVERS.MATCH APRON TOEDGE OF PAVERSSEE SHEETG3SEE SHEETG3SEE SHEET G7APPROXIMATE EXCAVATION DEPTHBENCHMARK EL. 935.14TNH STA. 58+73, 19' LTBENCHMARK EL. 925.35TNH STA. 52+50,19.0' LTSALVAGE & INSTALL CONCRETE PAVERS.SALVAGE & INSTALL PAVER STEP (INCIDENTAL).SALVAGE & INSTALL CONCRETE PAVERS.F&I 4" CONCRETE WALK AND 4" AGG. BASE CLASS 5 TOMATCH EXISTING PAVERS AS DIRECTED BY ENGINEERREALIGN DRIVEWAY TO STAY WITHINPROPERLY LINE EXTENDED519 910915920925930935940945910915920925930935940945-2.34%-2.08%-2.52%PVI STA=59+00.00 EL=930.84 PVI STA=59+80.61 EL=929.16 PVI STA=60+04.42 EL=928.56 932.2 931.0 929.8 928.5 932.01 930.84 929.80 928.6758+5059+0060+0060+50G12" 10" 13" 7" 13" 9" 18" 42"III>>>>>>>>>>>>BIT.BIT.LANDSCAPINGw/ MULCHBLOCK LANDSCAPE EDGINGw/ MULCH AND LIGHTPOLEROCK LANDSCAPING6" CIP12" PVC6" CIPIIIII8" PVCSSPAVER WALKGGGGGGGABANDONEDGABANDONED>>>>>>>>> >>>>>>>>>>>IST8345222322502255825000+5900+6050+60NOTES:1.SEE INTERSECTION DETAILS (ID) FOR INTERSECTION GRADES.2.SEE PEDESTRIAN RAMP DETAILS (PR) FOR PEDESTRIAN RAMP DESIGN INFORMATION.3.CONTRACTOR SHALL REPLACE EXISTING SIGNS AS DIRECTED BY THE ENGINEER. SEE SIGN TABULATION SHEET.4.CONTRACTOR SHALL PROVIDE TREE FENCING & TREE PROTECTION AS DIRECTED BY THE ENGINEER. SEE SPECIAL PROVISIONS.5.CONTRACTOR SHALL REMOVE AND REPLACE ALL SHRUBS, AS DIRECTED BY THE ENGINEER.6.REFER TO CLEARING AND GRUBBING SPECIAL PROVISION FOR DETAILS ABOUT THE REMOVAL NEAR CURB STOPS. ACTUAL TREE REMOVALSWILL BE DETERMINED BY THE ENGINEER AFTER THE PROPOSED CURB & GUTTER HAS BEEN STAKED.7.SHRUBS, BRUSH, AND CLEARING AND GRUBBING OF ANY TREE THAT IS LESS THAN 4 INCHES DIAMETER SHALL BE CONSIDERED INCIDENTAL(SEE MNDOT SPEC. 2101).8.AREAS IDENTIFIED FOR TEMPORARY PATCHING SHALL BE COMPLETED AS DIRECTED BY THE ENGINEER.9.CONTRACTOR SHALL PROVIDE DAILY TEMPORARY STABILIZATION OF ROADWAY AS DIRECTED BY ENGINEER.0feetscale30603015BENCHMARK EL. 935.14TNH STA. 58+73, 19' LTWISCONSIN AVENUE NG7Save: 11/13/2023 11:19 AM sprall Plot: 12/7/2023 2:14 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054GP04_Wisconsin (N).dwgSRPSRPSDH 140GOLDV 170054I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.GRADING PLANWISCONSIN AVENUE N2024 PMP5494912/19/2023STEPHEN R PRALL, PEDATELICENSE NO.Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTA23R D A V E . NWISCONSIN AVE. NSEE INTERSECTIONDETAIL SHEET ID3PROPOSED ℄ GRADEEXISTING ℄ GRADELEGEND:DENOTES TREES TOBE REMOVED.SEE NOTE 7NOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.GRADING LIMITS (TYP.)B618 CONCRETEC&G (TYP.)EXISTING R/W (TYP.)SAWCUT EX. DRIVEWAYPAVEMENT (TYP.)END CONC. CURB AND GUTTER.MATCH EXISTING (TYP.)CONCRETE DRIVEWAYAPRON (TYP.)SAWCUT & MATCH BITUMINOUS (TYP.)AS DIRECTED BY ENGINEER.SALVAGE BITUMINOUS PAVEMENT26' F-FSEE SHEET G6APPROXIMATE EXCAVATION DEPTHBENCHMARK EL. 925.35TNH STA. 52+50,19.0' LTSALVAGE & INSTALL CONCRETE PAVERS.F&I 4" CONCRETE WALK AND 4" AGG. BASE CLASS 5 TOMATCH EXISTING PAVERS AS DIRECTED BY ENGINEER520 9009059109159209259309359009059109159209259309352.37%1.03%-2.00%-0.50%0.50%0.82%PVI STA=60+00.00EL=914.14PVI STA=60+16.13EL=913.81PVI STA=60+38.00EL=913.70 HP STA=68+42.09HP EL=923.58PVI STA=68+48.38PVI EL=923.80L=90'K=46.94PVC STA=68+03.38 EL=923.42PVI STA=61+75.61PVI EL=914.39L=50'K=94.53PVC STA=61+50.61EL=914.27PVT STA=62+00.61EL=914.65 PVI STA=64+90.00PVI EL=917.63L=200'K=148.91PVC STA=63+90.00 EL=916.60 PVT STA=65+90.00 EL=920.00 914.0913.9914.2914.4914.8 915.1 915.6 916.0 916.7 917.2 917.8 918.8 920.1 921.3 922.4 923.2 923.5 923.5 914.14913.76914.01914.26914.64 915.16 915.67 916.19 916.70 917.34 918.14 919.10 920.24 921.42 922.42 922.98 923.40 923.5859+5060+0061+0062+0063+0064+0065+0066+0067+0068+0068+50PVI STA=66+97.73PVI EL=922.55L=90'K=58.16PVC STA=66+52.73 EL=921.49 PVT STA=67+42.73 EL=922.92 FOFOFOFOFOFOFOFOFOFOGGGGGGGGGGGGGGGGGGGG28" 18" 10"12" 28" 18" 20" 23" 20" 13" 20" 4" 4X3" 19" 7" 15"28"4"23" 16" 17"17"21" 17" 9" 30" 10"9"24" 44" 27"IIIIIIIIIII>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>MSB:405G MSB:408BIT.BIT.BIT.BIT.BIT.BIT.BIT.BIT.BIT.BIT.BIT.CONC.CONC.CONC.CONC.CONC.CONC.LANDSCAPING w/EDGINGLANDSCAPINGw/ EDGINGMULCH LANDSCAPINGw/ BRICK EDGINGLANDSCAPINGw/ TIMBEREDGINGLANDSCAPING w/MODULARBLOCK EDGINGTIMBER FENCEw/ LANDSCAPINGLANDSCAPINGTREE LINE9" VSP9" VSP9" VSP24" RCP18" RCP6" CIP6" CIP6" CIP12" RCP12" RCP12" RCP12" RCP9" VSP6" CIPIIIIIIIISTSSSCOCOCOABANDONEDABANDONEDABANDONEDABANDONEDABANDONEDABANDONED>>>>>>>>>>>>>>20012021204121252145215522052225215021408140220022202020200000+6000+6100+6200+6300+6400+6500+6600+6700+6800 00+92 42+92 00+3400+3500+36 NOTES:1.SEE INTERSECTION DETAILS (ID) FOR INTERSECTION GRADES.2.SEE PEDESTRIAN RAMP DETAILS (PR) FOR PEDESTRIAN RAMP DESIGN INFORMATION.3.CONTRACTOR SHALL REPLACE EXISTING SIGNS AS DIRECTED BY THE ENGINEER. SEE SIGN TABULATION SHEET.4.CONTRACTOR SHALL PROVIDE TREE FENCING & TREE PROTECTION AS DIRECTED BY THE ENGINEER. SEE SPECIAL PROVISIONS.5.CONTRACTOR SHALL REMOVE AND REPLACE ALL SHRUBS, AS DIRECTED BY THE ENGINEER.6.REFER TO CLEARING AND GRUBBING SPECIAL PROVISION FOR DETAILS ABOUT THE REMOVAL NEAR CURB STOPS. ACTUAL TREE REMOVALSWILL BE DETERMINED BY THE ENGINEER AFTER THE PROPOSED CURB & GUTTER HAS BEEN STAKED.7.SHRUBS, BRUSH, AND CLEARING AND GRUBBING OF ANY TREE THAT IS LESS THAN 4 INCHES DIAMETER SHALL BE CONSIDERED INCIDENTAL(SEE MNDOT SPEC. 2101).8.AREAS IDENTIFIED FOR TEMPORARY PATCHING SHALL BE COMPLETED AS DIRECTED BY THE ENGINEER.9.CONTRACTOR SHALL PROVIDE DAILY TEMPORARY STABILIZATION OF ROADWAY AS DIRECTED BY ENGINEER.0feetscale30603015BENCHMARK EL. 919.36TNH STA. 63+59, 18.1' LT ORKLA DRIVEG8Save: 11/13/2023 11:17 AM sprall Plot: 12/7/2023 2:14 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054GP05_Orkla.dwgSRPSRPSDH 140GOLDV 170054I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.GRADING PLANORKLA DRIVE2024 PMP5494912/19/2023STEPHEN R PRALL, PEDATELICENSE NO.Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTAWINNETKA HEIGHTS DR.ORKLA DR.WESTBEND RD.PROPOSED ℄ GRADEEXISTING ℄ GRADESEE INTERSECTIONDETAIL SHEET ID2SAWCUT EX. DRIVEWAYPAVEMENT (TYP.)EXISTING R/W (TYP.)GRADING LIMITS (TYP.)CONCRETE DRIVEWAYAPRON (TYP.)B618 CONCRETEC&G (TYP.)LEGEND:DENOTES TREES TOBE REMOVED.SEE NOTE 7NOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.SALVAGE BITUMINOUS PAVEMENT26' F-FSEE SHEETG3SEE SHEETG3SEE SHEETG11SEE SHEET G9SEE INTERSECTIONDETAIL SHEET ID2APPROXIMATE EXCAVATION DEPTHBENCHMARK EL. 916.90SW QUAD WESTBEND RD & ORKLA DR521 9059109159209259309359409059109159209259309359401.59%-1.09%PVI STA=70+26.54 EL=922.06 PVI STA=70+18.67 EL=921.93 HP STA=68+42.09HP EL=923.58PVI STA=68+48.38PVI EL=923.80L=90'K=46.94PVT STA=68+93.38 EL=923.30 923.5 923.2 922.7 922.2 923.58 923.23 922.69 922.1468+5069+0070+0070+50GGG15" 13"13X2" 18" 24" 23">>>>>>>>>>>>>>MSB:412BIT.BIT.CONC.CONC.CONC.CONC.LANDSCAPE EDGING w/ ROCK6" CIP12" PVC8" CIPIIIIIII8" PVCSGGGGGGGGGGGABANDONED>>>>>>>>>>>>>>>>>>>>22558180814081002250222000+6900+7026.54+70NOTES:1.SEE INTERSECTION DETAILS (ID) FOR INTERSECTION GRADES.2.SEE PEDESTRIAN RAMP DETAILS (PR) FOR PEDESTRIAN RAMP DESIGN INFORMATION.3.CONTRACTOR SHALL REPLACE EXISTING SIGNS AS DIRECTED BY THE ENGINEER. SEE SIGN TABULATION SHEET.4.CONTRACTOR SHALL PROVIDE TREE FENCING & TREE PROTECTION AS DIRECTED BY THE ENGINEER. SEE SPECIAL PROVISIONS.5.CONTRACTOR SHALL REMOVE AND REPLACE ALL SHRUBS, AS DIRECTED BY THE ENGINEER.6.REFER TO CLEARING AND GRUBBING SPECIAL PROVISION FOR DETAILS ABOUT THE REMOVAL NEAR CURB STOPS. ACTUAL TREE REMOVALSWILL BE DETERMINED BY THE ENGINEER AFTER THE PROPOSED CURB & GUTTER HAS BEEN STAKED.7.SHRUBS, BRUSH, AND CLEARING AND GRUBBING OF ANY TREE THAT IS LESS THAN 4 INCHES DIAMETER SHALL BE CONSIDERED INCIDENTAL(SEE MNDOT SPEC. 2101).8.AREAS IDENTIFIED FOR TEMPORARY PATCHING SHALL BE COMPLETED AS DIRECTED BY THE ENGINEER.9.CONTRACTOR SHALL PROVIDE DAILY TEMPORARY STABILIZATION OF ROADWAY AS DIRECTED BY ENGINEER.Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTA0feetscale30603015ORKLA DRIVEG9Save: 11/13/2023 11:17 AM sprall Plot: 12/7/2023 2:14 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054GP05_Orkla.dwgSRPSRPSDH 140GOLDV 170054I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.GRADING PLANORKLA DRIVE2024 PMP5494912/19/2023STEPHEN R PRALL, PEDATELICENSE NO.ORKLA DR.23RD AVE. NSAWCUT EX. DRIVEWAYPAVEMENT (TYP.)EXISTING ℄ GRADEPROPOSED ℄ GRADESEE INTERSECTIONDETAIL SHEET ID3EXISTING R/W (TYP.)GRADING LIMITS (TYP.)B618 CONCRETEC&G (TYP.)END CONC. CURB AND GUTTER.MATCH EXISTING (TYP.)CONCRETE DRIVEWAYAPRON (TYP.)SAWCUT & MATCH BITUMINOUS (TYP.)AS DIRECTED BY ENGINEER.LEGEND:DENOTES TREES TOBE REMOVED.SEE NOTE 7NOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.SALVAGE BITUMINOUSPAVEMENT26' F-FSEE SHEET G8 APPROXIMATE EXCAVATION DEPTHBENCHMARK EL. 919.36TNH STA. 63+59, 18.1' LT 522 Profile View of VALDERS AVE N AND WINNETKA HEIGHTS905910915920925930935940905910915920925930935940-2.50%3.16%1.80%0.50%PVI STA=80+50.00EL=923.75PVI STA=80+68.44EL=923.42PVI STA=81+00.16EL=924.04PVI STA=81+11.66EL=923.81PVI STA=80+88.66EL=923.80 PVI STA=81+68.05PVI EL=924.09L=90'K=30.01PVC STA=81+23.05EL=923.86PVT STA=82+13.05EL=922.96 PVI STA=86+00.00PVI EL=923.85L=90'K=65.96PVC STA=85+55.00 EL=922.43 PVT STA=86+45.00 EL=924.66 LP STA=83+99.50LP EL=919.63PVI STA=84+13.59PVI EL=917.95L=240'K=42.38PVC STA=82+93.59 EL=920.95 PVT STA=85+33.59 EL=921.75 923.8924.2924.3923.6922.4 921.2 920.1 919.8 920.0 920.9 922.5 923.9 925.0 925.7 925.5 923.75924.03923.88923.26922.04 920.80 919.92 919.63 919.93 920.82 922.27 923.70 924.75 925.58 924.9780+5081+0082+0083+0084+0085+0086+0087+0087+50-1.82%1.92%HP STA=87+09.74HP EL=925.62PVI STA=87+32.25PVI EL=926.23L=90'K=12.50PVC STA=86+87.25 EL=925.42 FOFOFOFOFOFOFOFOFOGGGGGGGGGGGGTTTEECTRL20"20"20"24"30"28"12"1"28"18"18"8" 4"6"14" 24"18" 18"18"6"4" 8X3" 32" 14" 13" 36" 11" 9" 9" 11" 32" 7" 4" 12" 3" 18" 12" 6" 8"IIIIIIIIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>MSB:409>>>>BIT.BIT.BIT.BIT.BIT.BIT.CONC.CONC.CONC.CONC.CONC.CONC.TREE LINECROSS HATCHED FENCEAND LANDSCAPING w/ ROCKTREE LINELANDSCAPING w/MULCH AND MODULARBLOCK/BRICKRETAINING WALLLANDSCAPE EDGINGMODULAR BLOCKRETAINING WALLLANDSCAPINGLANDSCAPEEDGING w/ MULCHMULCH LANDSCAPINGw/ BOULDER EDGINGI9" VSP9" VSP8" CIP9" VSP9" VSP15" RCP12" RCP12" RCP12" RCP12" RCP12" RCP12" RCP12" RCP12" RCP6" CIP6" CIPXCT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURP-BURSTSSSSS18" RCPT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURFOFOFOFOFOT-BURT-BURT-BURT-BURT-BURTV-BURTV-BURTV-BURGGABANDONEDFOFOFOP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURHIGH VOLTAGEHIGH VOLTAGEHIGH VOLTAGEHIGH VOLTAGEHIGH VOLTAGEHIGH VOLTAGE204180008001800019201940200020202030204020508000CONC.BIT.CONC.BIT.00+8100+8200+8300+8400+8500+8600+8700+88 00+1900+2000+21 00+3995+39 2%2%1%2%1%2%1.5%2%2%2%2%2%2%2%NOTES:1.SEE INTERSECTION DETAILS (ID) FOR INTERSECTION GRADES.2.SEE PEDESTRIAN RAMP DETAILS (PR) FOR PEDESTRIAN RAMP DESIGN INFORMATION.3.CONTRACTOR SHALL REPLACE EXISTING SIGNS AS DIRECTED BY THE ENGINEER. SEE SIGN TABULATION SHEET.4.CONTRACTOR SHALL PROVIDE TREE FENCING & TREE PROTECTION AS DIRECTED BY THE ENGINEER. SEE SPECIAL PROVISIONS.5.CONTRACTOR SHALL REMOVE AND REPLACE ALL SHRUBS, AS DIRECTED BY THE ENGINEER.6.REFER TO CLEARING AND GRUBBING SPECIAL PROVISION FOR DETAILS ABOUT THE REMOVAL NEAR CURB STOPS. ACTUAL TREE REMOVALSWILL BE DETERMINED BY THE ENGINEER AFTER THE PROPOSED CURB & GUTTER HAS BEEN STAKED.7.SHRUBS, BRUSH, AND CLEARING AND GRUBBING OF ANY TREE THAT IS LESS THAN 4 INCHES DIAMETER SHALL BE CONSIDERED INCIDENTAL(SEE MNDOT SPEC. 2101).8.AREAS IDENTIFIED FOR TEMPORARY PATCHING SHALL BE COMPLETED AS DIRECTED BY THE ENGINEER.9.CONTRACTOR SHALL PROVIDE DAILY TEMPORARY STABILIZATION OF ROADWAY AS DIRECTED BY ENGINEER.Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTA0feetscale30603015BENCHMARK EL. 929.18TNH NE QUAD VALDERS AVE & WINNETKA HEIGHTS DRVALDERS AVENUE NG10Save: 12/6/2023 3:06 PM sprall Plot: 12/8/2023 6:24 AM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054GP06_Valders (S) WinHts.dwgSRPSRPSDH 140GOLDV 170054I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.GRADING PLANVALDERS AVENUE N2024 PMP5494912/19/2023STEPHEN R PRALL, PEDATELICENSE NO.VALDERS AVE NWESTBEND RD. DULUTH ST. WINNETKA HEIGHTS DR.EXISTING ℄ GRADEPROPOSED ℄ GRADESEE INTERSECTIONDETAIL SHEET ID1LEGEND:DENOTES TREES TOBE REMOVED.SEE NOTE 7NOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.SAWCUT EX. DRIVEWAYPAVEMENT (TYP.)GRADING LIMITS (TYP.)EXISTING R/W (TYP.)END CONC. CURB AND GUTTER.MATCH EXISTING (TYP.)CONCRETE DRIVEWAYAPRON (TYP.)SAWCUT & MATCHBITUMINOUS (TYP.)AS DIRECTED BYENGINEER.B618 CONCRETEC&G (TYP.)SALVAGEBITUMINOUSPAVEMENTPROTECT UTILITY POLEAND GUY WIREPROTECT UTILITY POLE26' F-FSEE SHEETG2SEE SHEETG2SEE SHEETG4SEE SHEETG11SEE INTERSECTIONDETAIL SHEET ID2APPROXIMATE EXCAVATION DEPTHBENCHMARK EL. 924.00TNH SE QUAD VALDERS AVE & WESTBEND RDCAUTIONEXISTING BURIEDHIGH VOLTAGECAUTIONEXISTING BURIEDHIGH VOLTAGEHOLD UTILITY POLE (BY OTHERS)STA 85+00. END TYPICAL CROSS SLOPES.STA 85+00 - 85+60 TRANSITION EAST SIDEOF ROAD FROM -2.0% TO 1% CROSS SLOPESTA 85+60 - 85+80.1.0% SUPERELEVATION OF EAST SIDEOF ROAD, AS DIRECTED BY ENGINEERSTA 85+80 - 87+10.TRANSITION EAST SIDE OF ROADFROM 1.0% TO 2.0% SUPERELEVATIONSTA 87+10 - 87+30.2.0% SUPERELEVATION OF EAST SIDEOF ROAD, AS DIRECTED BY ENGINEERSTA 88+00. RESUMETYPICAL CROSS SLOPES.CAUTIONEXISTING BURIEDHIGH VOLTAGESTA 87+30 - 88+00.TRANSITION EAST SIDE OF ROADFROM 2.0% TO -2.0% CROSS SLOPE523 Profile View of VALDERS AVE N AND WINNETKA HEIGHTS905910915920925930935940905910915920925930935940925.0 925.7 925.5 923.2 921.1 919.5 918.4 917.9 917.5 917.2 916.9 916.3 924.75 925.58 924.97 922.57 920.29 918.88 918.18 917.56 917.21 916.96 916.66 916.10 86+5087+0088+0089+0090+0091+0092+0092+502.00%-5.40%-1.25%-0.50%-1.51%PVI STA=90+12.50 EL=917.40 PVI STA=92+18.78EL=915.82PVI STA=92+40.54EL=916.26 HP STA=87+09.74HP EL=925.62PVI STA=87+32.25PVI EL=926.23L=90'K=12.50PVC STA=86+87.25 EL=925.42 PVT STA=87+77.25 EL=923.80PVI STA=88+60.57PVI EL=919.30L=120'K=28.90PVC STA=88+00.57 EL=922.54 PVT STA=89+20.57 EL=918.55PVI STA=91+65.00PVI EL=916.64L=90'K=89.02PVC STA=91+20.00 EL=916.86 PVT STA=92+10.00EL=915.96 FOFOFOFOFOFOFOFOFO GGGGGGGGG G G G4"6"14"24"18"18"18"6"4"8X3"32"14"13"19"20"7"36"28"4"16"17"9"30"10"9"24"20"36"12"4"26"8"19"44"27"I IIIIIIIIIII III >>>>>>>>>>>>>>>>>>>>>>>>>>>MSB:409 MSB:410MSB:408 IXWD SSSCOST-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BUR G>>>>P-OH P-OH P-OH P-OHP-OHP-OHP-OHP-OHP-OHP-OHP-BUR P-BURP-BURP-BURP-BUR P-BURHIGH VOLTAGEHIGH VOLTAGE HIGH VOLTAGE8140202081018071 204120508000210542+9200+87 00+8800+8900+9000+9100+9200+100 101 00+62 00+63 00+64 1.5%2%2%2%2% 2%2%2%NOTES:1.SEE INTERSECTION DETAILS (ID) FOR INTERSECTION GRADES.2.SEE PEDESTRIAN RAMP DETAILS (PR) FOR PEDESTRIAN RAMP DESIGN INFORMATION.3.CONTRACTOR SHALL REPLACE EXISTING SIGNS AS DIRECTED BY THE ENGINEER. SEE SIGN TABULATION SHEET.4.CONTRACTOR SHALL PROVIDE TREE FENCING & TREE PROTECTION AS DIRECTED BY THE ENGINEER. SEE SPECIAL PROVISIONS.5.CONTRACTOR SHALL REMOVE AND REPLACE ALL SHRUBS, AS DIRECTED BY THE ENGINEER.6.REFER TO CLEARING AND GRUBBING SPECIAL PROVISION FOR DETAILS ABOUT THE REMOVAL NEAR CURB STOPS. ACTUAL TREE REMOVALSWILL BE DETERMINED BY THE ENGINEER AFTER THE PROPOSED CURB & GUTTER HAS BEEN STAKED.7.SHRUBS, BRUSH, AND CLEARING AND GRUBBING OF ANY TREE THAT IS LESS THAN 4 INCHES DIAMETER SHALL BE CONSIDERED INCIDENTAL(SEE MNDOT SPEC. 2101).8.AREAS IDENTIFIED FOR TEMPORARY PATCHING SHALL BE COMPLETED AS DIRECTED BY THE ENGINEER.9.CONTRACTOR SHALL PROVIDE DAILY TEMPORARY STABILIZATION OF ROADWAY AS DIRECTED BY ENGINEER.Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTA0feetscale30603015BENCHMARK EL. 919.36WINNETKA HEIGHTS DRIVEG11Save: 12/6/2023 3:06 PM sprall Plot: 12/7/2023 2:15 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054GP06_Valders (S) WinHts.dwgSRPSRPSDH 140TNH W QUAD ORKLA DR & WINNETKA HEIGHTS DRGOLDV 170054I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.GRADING PLANWINNETKA HEIGHTS DRIVE2024 PMP5494912/19/2023STEPHEN R PRALL, PEDATELICENSE NO.ORKLA DR.WINNETKA HEIGHTS DR.VALDERS AVE. N VALDERS AVE. NLEGEND:DENOTES TREES TOBE REMOVED.SEE NOTE 7NOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.EXISTING ℄ GRADEPROPOSED ℄ GRADESEE INTERSECTIONDETAIL SHEET ID2SAWCUT EX. DRIVEWAYPAVEMENT (TYP.)GRADING LIMITS (TYP.)EXISTING R/W (TYP.)CONCRETE DRIVEWAYAPRON (TYP.)B618 CONCRETEC&G (TYP.)SALVAGEBITUMINOUSPAVEMENTPROTECT UTILITY POLEAND GUY WIRE26' F-FSEE SHEETG8SEE SHEETG12SEE SHEETG10SEE SHEETG8SEE INTERSECTIONDETAIL SHEET ID2APPROXIMATE EXCAVATION DEPTHBENCHMARK EL. 929.18TNH NE QUAD VALDERS AVE & WINNETKA HEIGHTS DRCAUTIONEXISTING BURIEDHIGH VOLTAGEHOLD UTILITY POLE (BY OTHERS)STA 88+00. RESUMETYPICAL CROSS SLOPES.STA 85+80 - 87+10.TRANSITION EAST SIDE OF ROADFROM 1.0% TO 2.0% SUPERELEVATIONSTA 87+10 - 87+30.2.0% SUPERELEVATION OF EAST SIDEOF ROAD, AS DIRECTED BY ENGINEERSTA 87+30 - 88+00.TRANSITION EAST SIDE OF ROADFROM 2.0% TO -2.0% CROSS SLOPE524 895900905910915920925930895900905910915920925930-0.81%-0.50%-0.79%-1.98%-2.75%-2.01%-0.50%PVI STA=100+00.00EL=918.49 PVI STA=104+50.00 EL=911.38 PVI STA=105+15.00 EL=911.05 PVI STA=106+28.88 EL=910.15 PVI STA=100+11.50EL=918.26 PVI STA=102+02.34PVI EL=915.52L=90'K=117.62PVC STA=101+57.34EL=916.42 PVT STA=102+47.34 EL=914.29 PVI STA=100+82.00PVI EL=917.91L=90'K=60.81PVC STA=100+37.00EL=918.13PVT STA=101+27.00EL=917.02 PVI STA=103+12.56PVI EL=912.50L=90'K=46.62PVC STA=102+67.56 EL=913.73 PVT STA=103+57.56 EL=912.13 918.8918.7918.2917.3 915.8 914.5 913.2 912.4 911.7 911.5 911.2 910.9 910.5 910.1 918.49918.05917.49916.56 915.49 914.22 912.96 912.20 911.79 911.38 911.13 910.78 910.3899+50100+00101+00102+00103+00104+00105+00106+00107+00T-BURGGGGGGGGGGGG8X3"32"14"13"19"20"32"32"28"24X2" 32" 24" 16" 28" 16" 20"36"12"4"26"8"19"IIIIIIIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>MSB:413BIT.BIT.BIT.BIT.BIT.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC. WALKLANDSCAPING w/ BOULDER EDGINGLANDSCAPING w/STACKED BRICK EDGINGCROSS HATCHED FENCEAND LANDSCAPING w/ ROCK12" PVC9" VSP9" VSP9" VSP12" RCP12" RCP6" CIP6" CIP6" CIP6" DIP12" RCP12" RCPIIIII8" PVCXWDSTSSSSCOSCOCOT-BURT-BURT-BURGGGGGGGABANDONEDABANDONEDABANDONEDABANDONEDABANDONED>>>>>>>>>>>>>>>>>>>>STP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURHIGH VOLTAGEHIGH VOLTAGEHIGHVOLTAGEHIGH VOLTAGE225022552225220522002220214021308101807120418000210521352145T-BURT-BURT-BURT-BURVALVE BOX PAVED OVER00+10000+10100+10200+10300+10400+10500+10667+10600+20000+201 00+88 00+89 00+90 225022552225220522002220214021308101807120418000210521352145NOTES:1.SEE INTERSECTION DETAILS (ID) FOR INTERSECTION GRADES.2.SEE PEDESTRIAN RAMP DETAILS (PR) FOR PEDESTRIAN RAMP DESIGN INFORMATION.3.CONTRACTOR SHALL REPLACE EXISTING SIGNS AS DIRECTED BY THE ENGINEER. SEE SIGN TABULATION SHEET.4.CONTRACTOR SHALL PROVIDE TREE FENCING & TREE PROTECTION AS DIRECTED BY THE ENGINEER. SEE SPECIAL PROVISIONS.5.CONTRACTOR SHALL REMOVE AND REPLACE ALL SHRUBS, AS DIRECTED BY THE ENGINEER.6.REFER TO CLEARING AND GRUBBING SPECIAL PROVISION FOR DETAILS ABOUT THE REMOVAL NEAR CURB STOPS. ACTUAL TREE REMOVALSWILL BE DETERMINED BY THE ENGINEER AFTER THE PROPOSED CURB & GUTTER HAS BEEN STAKED.7.SHRUBS, BRUSH, AND CLEARING AND GRUBBING OF ANY TREE THAT IS LESS THAN 4 INCHES DIAMETER SHALL BE CONSIDERED INCIDENTAL(SEE MNDOT SPEC. 2101).8.AREAS IDENTIFIED FOR TEMPORARY PATCHING SHALL BE COMPLETED AS DIRECTED BY THE ENGINEER.9.CONTRACTOR SHALL PROVIDE DAILY TEMPORARY STABILIZATION OF ROADWAY AS DIRECTED BY ENGINEER.Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTA0feetscale30603015BENCHMARK EL. 916.45TNH W QUAD VALDERS AVE & VALDERS CT.VALDERS AVENUE NG12Save: 12/6/2023 3:07 PM sprall Plot: 12/8/2023 6:31 AM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054GP07_Valders (N).dwgSRPSRPSDH 140GOLDV 170054I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.GRADING PLANVALDERS AVENUE N2024 PMP5494912/19/2023STEPHEN R PRALL, PEDATELICENSE NO.WINNETKA HEIGHTS DR.VALDERS AVE. NVALDERS CT. 23RD ST. NEXISTING ℄ GRADEPROPOSED ℄ GRADESAWCUT EX. DRIVEWAYPAVEMENT (TYP.)GRADING LIMITS (TYP.)SEE INTERSECTIONDETAIL SHEET ID2EXISTING R/W (TYP.)END CONC. CURB AND GUTTER.MATCH EXISTING (TYP.)CONCRETE DRIVEWAYAPRON (TYP.)B618 CONCRETEC&G (TYP.)SAWCUT & MATCH BITUMINOUS (TYP.)AS DIRECTED BY ENGINEER.SALVAGEBITUMINOUSPAVEMENT26' F-FSEE INTERSECTIONDETAIL SHEET ID3SEE INTERSECTIONDETAIL SHEET ID3SEE SHEETG11SEE SHEETG11SEE SHEETG13LEGEND:DENOTES TREES TOBE REMOVED.SEE NOTE 7NOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.APPROXIMATE EXCAVATION DEPTHBENCHMARK EL. 929.18TNH NE QUAD VALDERS AVE & WINNETKA HEIGHTS DRSAWCUT & MATCH BITUMINOUS (TYP.)AS DIRECTED BY ENGINEER.END CONC. CURB AND GUTTER.MATCH EXISTING (TYP.)CAUTIONEXISTING BURIEDHIGH VOLTAGECAUTIONEXISTING BURIEDHIGH VOLTAGECAUTIONEXISTING BURIEDHIGH VOLTAGE2% 2% 1% 2% 2% 2%STA 101+40. END TYPICAL CROSS SLOPES.STA 101+40 - 102+00 TRANSITION WEST SIDEOF ROAD FROM -2.0% TO 1.0% CROSS SLOPE2%2% 2%2% 2% 1% 2%1% 2%STA 102+00 - 102+15.1.0% SUPERELEVATION OF WEST SIDEOF ROAD, AS DIRECTED BY ENGINEERSTA 102+15 - 102+70 TRANSITION WEST SIDEOF ROAD FROM 1.0% TO -2.0% CROSS SLOPE .STA 102+70. RESUME TYPICAL CROSS SLOPESTA 103+00. END TYPICAL CROSS SLOPE.STA 103+00 - 103+33. TRANSITION EAST SIDEOF ROAD FROM -2.0% TO -1.0% CROSS SLOPE.STA 103+33 - 103+66 TRANSITION EAST SIDE OFROAD FROM -1.0% TO -2.0% CROSS SLOPESTA 103+66. RESUME TYPICAL CROSS SLOPE2% 525 Profile View of VALDERS CT900905910915920925930935900905910915920925930935912.4 912.0 911.6 911.3 912.2 914.5 917.0 919.4 912.40 912.01 911.64 911.34 912.23 914.50 916.97 919.43199+50200+00201+00202+00203+00204+004.93%-0.74%-1.01%-0.72%PVI STA=200+00.00EL=912.40 PVI STA=203+53.96 EL=919.63 PVI STA=200+11.50EL=912.28 PVI STA=200+37.24 EL=912.10 PVI STA=201+80.09PVI EL=911.05L=90'K=15.87PVC STA=201+35.09 EL=911.38 PVT STA=202+25.09 EL=913.27 LP STA=201+46.76LP EL=911.34GGGG 32"24"MB III I IIIIIIIII >>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>> >>>>>>>> >> MSB:413BIT.BIT.BIT.BIT.BIT.BIT.BIT.BIT.BIT.CONC.CONC.CONC.9" VSP 8 " P V C12" RCP18" RCP 18" RCP 12" RCP 6" CIP 6" DIP12" RCP12" RCPSTSTSTSSSSCOCO>>>>>>T-BUR T-BUR T-BUR T-BUR T-BUR T-BUR T-BURTV-BUR TV-BUR TV-BUR TV-BURTV-BURTV-BURTV-BURT-BURT-BURT-BURT-BUR T-BUR GGGGGGG GABANDONED ABANDONED P-BURP-BURP-BURP-BURP-BURP-OH P-BURP-BURP-BURP-BUR HIGH VOLTAGE 2205 2200796079407920214079452130 79257900220522092135 214500+102 00+103 00+10400+20000+20100+20200+20353.96+20326' F-FCB-121CB-120MH12230753076NOTES:1.SEE INTERSECTION DETAILS (ID) FOR INTERSECTION GRADES.2.PROTECT ALL FACILITIES NOT SPECIFIED FOR REMOVALLEGEND:2" MILL & OVERLAY LIMITSRev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTA0feetscale30603015BENCHMARK EL. 916.45BENCHMARK EL. 921.90TNH E END OF VALDERS CTVALDERS COURTG13Save: 12/6/2023 3:10 PM sprall Plot: 12/7/2023 2:17 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054GP08_Valders Ct.dwgSRPSRPSDH 140TNH W QUAD VALDERS AVE & VALDERS CTGOLDV 170054I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.MILL AND OVERLAY PLANVALDERS COURT2024 PMP5494912/19/2023STEPHEN R PRALL, PEDATELICENSE NO.VALDERS AVE. N VALDERS CT.EXISTING ℄ GRADEPROPOSED ℄ GRADESEE INTERSECTIONDETAIL SHEET ID3EXISTING R/W (TYP.)SEE SHEETG12LEGEND:DENOTES TREES TOBE REMOVED.SEE NOTE 7NOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.ADJUST FRAME AND RING ASSEMBLYADJUST FRAME AND RING ASSEMBLY (2)SEE SHEETG12PROTECT EXISTING B618 CURB AND GUTTER.SPOT REPLACE AS DIRECTED BY ENGINEER.526 Profile View of DULUTH ST890895900905910915920925890895900905910915920925906.3906.7907.3908.3 909.3 910.3 911.3 912.2 913.0 913.8 914.6 915.0 915.7 916.3 917.1 918.2 919.3 906.27906.60907.21908.14 909.24 910.35 911.45 912.48 913.35 914.08 914.66 915.16 915.66 916.16 916.77 917.77 919.059+0010+0011+0012+0013+0014+0015+0016+0017+0018+00EXISTING ℄ GRADEPROPOSED ℄ GRADE7.5' MIN. BURYSTA = 16+38.62 TC= 915.91 INV. 904.74 (E) INV. 904.70 (W)1343, 6.8' L9" VSPSTA = 12+66.73 TC= 910.58 INV. 901.87 (E) INV. 901.79 (W)1342, 6.9' L9" VSPSTA = 10+66.67TC= 906.64INV. 895.06 (W)INV. 895.06 (E)INV. 906.30 (S)1341, 6.5' LSTA = 10+37.12TC= 906.34INV. 895.78 (N)INV. 895.78 (E)1784, 6.9' L9" VSP8" PVC8" PVC8" PVCSANITARY REPAIR #1SANITARY REPAIR #2SANITARY REPAIR #318" RCP18" RCP42" RCPOVERBURY WATERMAIN (INCIDENTAL)FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOGGGGGGGGGGGGGG 13"9"20"30"6"2"10X3"30"18"24"8X3"8"18"40"18"15"24X2"8"24"20"24"42"5"II >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>MSB:401MSB:402GG>>>>>>>>>>>>>>>>>>>>>>>>>>BIT.BIT.BIT.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.BIT.CONC.LANDSCAPING w/ MODULAR BLOCKEDGING AND MULCHLANDSCAPING w/ROUNDED BRICKEDGING AND MULCHTREE LINETREE LINE w/BOULDER EDGINGLANDSCAPING w/ ROCKLANDSCAPINGw/ MULCHIIIIIIIIIIIII9" VSP9" VSP18" RCP6" CIP6" CIP6" CIP12" RCP12" RCP>>>>>II 8" PVC15" RCP42" RCP42" RCP 42" RCPXCXC T-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURSTSSSSCOCOCOT-BURT-BURT-BURT-BURT-BURT-BUR TV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURT-BUR T-BUR ABANDONEDABANDONEDGG >>15" RCPP-OHP-OHP-OHP-OHP-OH819182018231831583401900 82168204819080708100813081608161813181018091CONC.BIT.CONC.BIT.CONC.BIT.BIT.00+1000+1100+1200+1300+1400+1500+1600+17+18IIIIIIIIIIIST10' MIN. (TYP.)134313421341178400+40 00+41 STA. 14+58.35; 18.67 RTF&I 8"x6" TEEF&I 15 LF 6" PVC WMF&I 6" GV & BOXF&I HYDRANTIIIIIIIIIIINOTES:2.INSULATION SHALL BE INSTALLED IF: LESS THAN 24" CLEARANCE AT STORM CROSSINGS & LESS THAN 18" ATSANITARY CROSSING, OR AS DIRECTED BY THE ENGINEER.1.CONTRACTOR SHALL CONTACT CITY PRIOR TO HYDRANTREMOVAL, SO CITY CAN REMOVE HYDRANT RODS.3.ALL PROPOSED HYDRANTS SHALL HAVE 8' BURY DEPTH.4.CONTRACTOR SHALL FURNISH & INSTALL NEW SANITARYCASTINGS ON ALL SANITARY STRUCTURES. SEE THEEXISTING SANITARY SEWER STRUCTURE SCHEDULE.5.SEE THE EXISTING SANITARY SEWER STRUCTURESCHEDULE AND SPECIFICATIONS FOR RECONSTRUCT MHINFORMATION.6.SEE SANITARY SEWER REPAIR TABULATION FOR SANITARYSERVICE WYE GROUTING/ LINER INFORMATION.7.ONLY ACTIVE SEWER SERVICES SHALL BE REINSTATEDAFTER LINING SEWER MAIN, OR AS DIRECTED BY THEENGINEER. CONTRACTOR SHALL DETERMINE ACTIVESERVICES DURING PRE-CONSTRUCTION SEWERTELEVISING.8.REFER TO CLEARING AND GRUBBING SPECIAL PROVISIONSFOR DETAILS ABOUT TREE REMOVAL NEAR CURB STOPS.9.CONTRACTOR SHALL MAKE USE OF TRENCH BOXES TOMINIMIZE DAMAGE AND/OR IMPACTS TO LANDSCAPING ASDIRECTED BY ENGINEER.10.OVER-BURY WATER MAIN (INCIDENTAL), AS DIRECTED BYENGINEER, TO PROVIDE SEPARATION FROM SEWER.LOCATIONS TO BE DETERMINED BY ENGINEER AND MAYDIFFER FROM THOSE CALLED OUT IN THE PLAN.0feetscale30603015DULUTH STREETU1Save: 12/7/2023 12:11 PM sprall Plot: 12/7/2023 2:18 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054U01_Duluth.dwgSRPSRPSDH 140GOLDV 170054I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.UTILITY PLANDULUTH STREET2024 PMP5494912/19/2023STEPHEN R PRALL, PEDATELICENSE NO.Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTAWISCONSIN AVE. N DULUTH ST.NOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.WISCONSIN AVE. N REMOVE EX. WATER SERVICEF&I 30 LF 1" PEF&I 1" CORP. STOPF&I CURB STOP AND BOXF&I SADDLEF&I 2-1" STAINLESS STEELINSERTS (INCIDENTAL)CONNECT TO EX. WATERSERVICE (TYP.)REMOVE EX. WATER SERVICEF&I 40 LF 1" PEF&I 1" CORP. STOPF&I CURB STOP AND BOXF&I SADDLEF&I 2-1" STAINLESS STEELINSERTS (INCIDENTAL)CONNECT TO EX. WATERSERVICE (TYP.)CONNECT TO EXISTING WM.ADJUST VALVE BOX8" PVC WM8" PVC WM EXISTING R/W (TYP.)GRADING LIMITS (TYP.)PROTECT EXISTINGSAN SERVICE (TYP.)PROPOSED STORMSEWER (TYP.)LEGEND:DENOTES TREES TOBE REMOVED.SEE NOTE 7SEE SHEETU6SEE SHEET U2REMOVE HYDRANTREMOVE GVREMOVE 15 LF 6" CIP WMAPPROXIMATE EXCAVATION DEPTHBENCHMARK EL. 909.97BENCHMARK EL. 921.53TNH STA. 17+46, 18.6 RTTNH NW QUAD DULUTH ST & WISCONSIN AVESANITARY REPAIR #1SANITARY REPAIR #2SANITARY REPAIR #3527 Profile View of DULUTH ST905910915920925930935940905910915920925930935940919.3920.4921.4 922.6 923.9 925.6 928.3 931.3 934.5 937.4 938.3 938.4 919.05920.33921.53 922.61 923.73 925.50 928.14 931.12 934.10 937.09 938.3518+0019+0020+0021+0022+0023+0024+007.5' MIN. BURY9" VSPSTA = 20+10.87 TC= 923.91 INV. 912.86 (W) INV. 913.32 (S)1344, 6.5' LSANITARY REPAIR #38" PVC15" RCPT-BUR T-BUR FOFOFOFOFOFOFO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFO FO GGGGGGGGGGTTTTEECTRLECTRLGECTRLEGEECTRLECTRL13"9"19"13"20"20"20"20"24"30"28"12"2"1"18"18"8"18"12"40"I I I I I >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>MSB:403>>>>>>>>>BIT.BIT.BIT.CONC.CONC.CONC.CONC.LANDSCAPING w/ ROCKIII9" VSP15" RCP6" CIP12" RCP12" RCP12" RCP12" RCP12" RCP12" RCP9" VSP I I XCT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURP-BURSTST-BURT-BURT-BURFOFOFOFOFOT-BURT-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURT-BURT-BUR P-OHP-OH P-OH P-OH FOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOFOFOFOFOFOP-OHP-OHP-OHP-OHP-OHP-OHP-OHFOFOFOFOFOFOT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURP-OH P-BURHIGH VOLTAGEHIGH VOLTAGEP-BURP-BUR GGGG GGGG 6" MDPE GAS 24" STEEL GAS 8000807080918001189018211820190019201921CONC.BIT.CONC.BIT. CONC.BIT.BIT.MODULAR BLOCK RETAINING WALLP-BUR P-BUR P-BUR P-BUR DUCTS00+1800+1900+2000+2100+2200+2300+24IIIIISTST134400+80 00+81 00+82STA. 19+75.37; 18.67 RTF&I 8"x6" TEEF&I 15 LF 6" PVC WMF&I 6" GV & BOXF&I HYDRANTIIIIINOTES:2.INSULATION SHALL BE INSTALLED IF: LESS THAN 24" CLEARANCE AT STORM CROSSINGS & LESS THAN 18" ATSANITARY CROSSING, OR AS DIRECTED BY THE ENGINEER.1.CONTRACTOR SHALL CONTACT CITY PRIOR TO HYDRANTREMOVAL, SO CITY CAN REMOVE HYDRANT RODS.3.ALL PROPOSED HYDRANTS SHALL HAVE 8' BURY DEPTH.4.CONTRACTOR SHALL FURNISH & INSTALL NEW SANITARYCASTINGS ON ALL SANITARY STRUCTURES. SEE THEEXISTING SANITARY SEWER STRUCTURE SCHEDULE.5.SEE THE EXISTING SANITARY SEWER STRUCTURESCHEDULE AND SPECIFICATIONS FOR RECONSTRUCT MHINFORMATION.6.SEE SANITARY SEWER REPAIR TABULATION FOR SANITARYSERVICE WYE GROUTING/ LINER INFORMATION.7.ONLY ACTIVE SEWER SERVICES SHALL BE REINSTATEDAFTER LINING SEWER MAIN, OR AS DIRECTED BY THEENGINEER. CONTRACTOR SHALL DETERMINE ACTIVESERVICES DURING PRE-CONSTRUCTION SEWERTELEVISING.8.REFER TO CLEARING AND GRUBBING SPECIAL PROVISIONSFOR DETAILS ABOUT TREE REMOVAL NEAR CURB STOPS.9.CONTRACTOR SHALL MAKE USE OF TRENCH BOXES TOMINIMIZE DAMAGE AND/OR IMPACTS TO LANDSCAPING ASDIRECTED BY ENGINEER.10.OVER-BURY WATER MAIN (INCIDENTAL), AS DIRECTED BYENGINEER, TO PROVIDE SEPARATION FROM SEWER.LOCATIONS TO BE DETERMINED BY ENGINEER AND MAYDIFFER FROM THOSE CALLED OUT IN THE PLAN.0feetscale30603015DULUTH STREETU2Save: 12/7/2023 12:11 PM sprall Plot: 12/7/2023 2:18 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054U01_Duluth.dwgSRPSRPSDH 140GOLDV 170054I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.UTILITY PLANDULUTH STREET2024 PMP5494912/19/2023STEPHEN R PRALL, PEDATELICENSE NO.Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTADULUTH ST.VALDERS AVE. N VALDERS AVE. N WINNETKA AVE. N (CSAH 156)EXISTING ℄ GRADEPROPOSED ℄ GRADENOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.LEGEND:DENOTES TREES TOBE REMOVED.SEE NOTE 7REMOVE EX. WATER SERVICEF&I 40 LF 1" PEF&I 1" CORP. STOPF&I CURB STOP AND BOXF&I SADDLEF&I 2-1" STAINLESS STEElINSERTS (INCIDENTAL)CONNECT TO EX. WATERSERVICE (TYP.)PROTECT EXISTINGSAN SERVICE (TYP.)F&I 8"x8" TEEPROPOSED STORMSEWER (TYP.)EXISTING R/W (TYP.)REMOVE EX. WATER SERVICEF&I 30 LF 1" PEF&I 1" CORP. STOPF&I CURB STOP AND BOXF&I SADDLEF&I 2-1" STAINLESS STEElINSERTS (INCIDENTAL)CONNECT TO EX. WATERSERVICE (TYP.)GRADING LIMITS (TYP.)SEE SHEETU10SEE SHEET U18" PVC WM8" PVC WM APPROXIMATE EXCAVATION DEPTHBENCHMARK EL. 946.84TNH SE QUAD DULUTH ST & WINNETKA AVEBENCHMARK EL. 921.53TNH STA. 17+46, 18.6 RTSANITARY REPAIR #3CAUTIONEXISTING BURIEDHIGH VOLTAGE10' MIN. (TYP.)F&I 8" GV & BOXF&I 8" 90° BENDF&I 8" GV & BOX528 Profile View of WESTBEND RD895900905910915920925930895900905910915920925930912.2911.8911.8912.1912.4 912.5 912.8 913.2 913.5 913.8 914.2 914.6 915.1 915.8 916.4 917.2 917.9 918.6 912.16911.75911.69911.98912.30 912.63 912.95 913.28 913.61 913.93 914.26 914.58 914.94 915.56 916.48 917.43 918.18 918.7229+5030+0031+0032+0033+0034+0035+0036+0037+0038+0038+507.5' MIN. BURYSTA = 30+00.20TC= 912.16INV. 900.78 (E)INV. 900.78 (S)1785, 0.5' LSTA = 31+54.77TC= 912.01INV. 901.32 (N)INV. 901.34 (E)INV. 901.28 (W)1786, 0.0' L9" VSP9" VSPSTA = 34+80.44 TC= 914.13 INV. 903.40 (N) INV. 903.40 (E) INV. 903.33 (W)1787, 0.0'9" VSPSTA = 37+27.13 TC= 917.01 INV. 906.28 (E) INV. 906.28 (W)1788, 0.0' L8" PVC8" PVCSANITARY REPAIR #4SANITARY REPAIR #5SANITARY REPAIR #6SANITARY REPAIR #727" RCP27" RCP24" RCP24" RCP18" RCP18" RCPGGG GGGGGGGGGGGGG36"15"15"34"17"17"17"21"8"FP24"21"38"28"10"26"8"36"III IIIIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>MSB:405MSB:406BIT.BIT.BIT.BIT.BIT.BIT.CONC. CONC.CONC.CONC.CONC.CONC.CONC.CONC.BIT.PAVER WALKLANDSCAPING w/ MULCH LANDSCAPING w/ROCK LANDSCAPINGw/ BRICK EDGINGTREE LINELANDSCAPE EDGINGw/ ROCKLANDSCAPING w/MULCH AND BOULDEREDGINGPAVER WALKW/ STEP 9" VSP9" VSP9" VSP27" RCP27" RCP24" RCP18" RCP24" RCP6" CIP6" CIP6" CIP12" RCP12" RCP12" RCP12" RCP12" RCP12" RCP12" RCP12" RCP12" R C P 42" RCP 6" CIP15" RCP15" RCPSTSTSTSTSTSSSSCOCO18" RCPP-OHP-OHP-OHP-OHT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BUR ABANDONEDGGGGGGG ABANDONEDABANDONEDABANDONED>>>>>>>>>>42" RCPP-OHP-OH P-OHP-OHP-OHP-OH 83102001200020058201820982151940 8070810020008161813181018071IICONC.BIT.CAPP E D CONC.00+3000+3100+3200+3300+3400+3500+3600+3700+38II IIIIII IIIIIIII I STSTSTSTST178817871785178600+42 00+43 25+4300+50 00+51 00+60 00+61STA. 31+34.01; 18.67 RTF&I 8"x6" TEEF&I 9 LF 6" PVC WMF&I 6" GV & BOXF&I HYDRANTREMOVE HYDRANTREMOVE GVREMOVE 9 LF 6" CIPSTA. 34+27.04; 18.67 RTF&I 8"x6" TEEF&I 9 LF 6" PVC WMF&I 6" GV & BOXF&I HYDRANTII IIIIII IIIIIIII I NOTES:2.INSULATION SHALL BE INSTALLED IF: LESS THAN 24" CLEARANCE AT STORM CROSSINGS & LESS THAN 18" ATSANITARY CROSSING, OR AS DIRECTED BY THE ENGINEER.1.CONTRACTOR SHALL CONTACT CITY PRIOR TO HYDRANTREMOVAL, SO CITY CAN REMOVE HYDRANT RODS.3.ALL PROPOSED HYDRANTS SHALL HAVE 8' BURY DEPTH.4.CONTRACTOR SHALL FURNISH & INSTALL NEW SANITARYCASTINGS ON ALL SANITARY STRUCTURES. SEE THEEXISTING SANITARY SEWER STRUCTURE SCHEDULE.5.SEE THE EXISTING SANITARY SEWER STRUCTURESCHEDULE AND SPECIFICATIONS FOR RECONSTRUCT MHINFORMATION.6.SEE SANITARY SEWER REPAIR TABULATION FOR SANITARYSERVICE WYE GROUTING/ LINER INFORMATION.7.ONLY ACTIVE SEWER SERVICES SHALL BE REINSTATEDAFTER LINING SEWER MAIN, OR AS DIRECTED BY THEENGINEER. CONTRACTOR SHALL DETERMINE ACTIVESERVICES DURING PRE-CONSTRUCTION SEWERTELEVISING.8.REFER TO CLEARING AND GRUBBING SPECIAL PROVISIONSFOR DETAILS ABOUT TREE REMOVAL NEAR CURB STOPS.9.CONTRACTOR SHALL MAKE USE OF TRENCH BOXES TOMINIMIZE DAMAGE AND/OR IMPACTS TO LANDSCAPING ASDIRECTED BY ENGINEER.10.OVER-BURY WATER MAIN (INCIDENTAL), AS DIRECTED BYENGINEER, TO PROVIDE SEPARATION FROM SEWER.LOCATIONS TO BE DETERMINED BY ENGINEER AND MAYDIFFER FROM THOSE CALLED OUT IN THE PLAN.Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTA0feetscale30603015WESTBEND ROADU3Save: 12/7/2023 12:01 PM sprall Plot: 12/7/2023 2:19 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054U02_Westbend.dwgSRPSRPSDH 140GOLDV 170054I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.5494912/19/2023STEPHEN R PRALL, PEDATELICENSE NO.WESTBEND RD.WISCONSIN AVE. N WISCONSIN AVE. N ORKLA DR.NOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.LEGEND:DENOTES TREES TOBE REMOVED.SEE NOTE 7EXISTING ℄ GRADEPROPOSED ℄ GRADEREMOVE EX. WATER SERVICEF&I 20 LF 1" PEF&I 1" CORP. STOPF&I CURB STOP AND BOXF&I SADDLEF&I 2-1" STAINLESS STEElINSERTS (INCIDENTAL)CONNECT TO EX. WATERSERVICE (TYP.)REMOVE EX. WATER SERVICEF&I 40 LF 1" PEF&I 1" CORP. STOPF&I CURB STOP AND BOXF&I SADDLEF&I 2-1" STAINLESS STEELINSERTS (INCIDENTAL)CONNECT TO EX. WATERSERVICE (TYP.)PROPOSED STORMSEWER (TYP.)PROTECT EXISTINGSAN SERVICE (TYP.)F&I 8"x8" TEEF&I 8" GV & BOXF&I 8"x8" TEEEXISTING R/W (TYP.)GRADING LIMITS (TYP.)UTILITY PLANWESTBEND ROAD2024 PMPEXISTING WATER SERVICELOCATION IS APPROXIMATE(FIELD VERIFY)SEE SHEETU6SEE SHEETU8SEE SHEETU5SEE SHEET U4 8" PVC WM 8" PVC WM 8" PVC WM 8" PVC WMF&I 8" GV AND BOXCONNECT TO EXISTING WM.ADJUST VALVE BOXEXISTING WATER SERVICELOCATION IS APPROXIMATE(FIELD VERIFY)APPROXIMATE EXCAVATION DEPTHBENCHMARK EL. 916.90SW QUAD WESTBEND RD & ORKLA DRBENCHMARK EL. 924.00TNH SE QUAD VALDERS AVE & WESTBEND RDSANITARY REPAIR #4SANITARY REPAIR #5SANITARY REPAIR #6SANITARY REPAIR #7REMOVE GV & BOXREMOVE GV & BOX 10' MIN. (TYP.)F&I 8" GV & BOX529 Profile View of WESTBEND RD900905910915920925930935900905910915920925930935918.6 919.1 919.7 918.72 919.05 919.3638+5039+0040+007.5' MIN. BURY8" PVC9" VSPSTA = 39+73.26 TC= 919.66 INV. 909.10 (N) INV. 909.09 (S) INV. 909.01 (W)1789, 0.4' RSANITARY REPAIR #718" RCPGG GG9"11"32"7"18"12"6"I I I IIIII>>>>>>>>>>>>>>>>>>>>>>> > >>>>>>>> BIT. BIT.BIT.CONC. LANDSCAPE EDGINGMODULAR BLOCK RETAINING WALL LANDSCAPINGLANDSCAPEEDGING w/ MULCHMULCH LANDSCAPING w/ BOULDER EDGING 9" VSP8" CIP 9" VSP6" CIP12" RCP12 " R C P 6" CIP SS18" RCPT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURG ABANDONED P-OH P-OH P-OH P-OHP-OHP-BURP-BURP-BURP-BURP-BURHIGH VOLTAGE HIGH VOLTAGE 800080011940 2000 202000+3995+39IIIIICOCO ST ST1791178900+83 00+84 00+85STA. 39+40.71; 18.67 RTF&I 8"x6" TEEF&I 9 LF 6" PVC WMF&I 6" GV & BOXF&I HYDRANTIIIIICOCO NOTES:2.INSULATION SHALL BE INSTALLED IF: LESS THAN 24" CLEARANCE AT STORM CROSSINGS & LESS THAN 18" ATSANITARY CROSSING, OR AS DIRECTED BY THE ENGINEER.1.CONTRACTOR SHALL CONTACT CITY PRIOR TO HYDRANTREMOVAL, SO CITY CAN REMOVE HYDRANT RODS.3.ALL PROPOSED HYDRANTS SHALL HAVE 8' BURY DEPTH.4.CONTRACTOR SHALL FURNISH & INSTALL NEW SANITARYCASTINGS ON ALL SANITARY STRUCTURES. SEE THEEXISTING SANITARY SEWER STRUCTURE SCHEDULE.5.SEE THE EXISTING SANITARY SEWER STRUCTURESCHEDULE AND SPECIFICATIONS FOR RECONSTRUCT MHINFORMATION.6.SEE SANITARY SEWER REPAIR TABULATION FOR SANITARYSERVICE WYE GROUTING/ LINER INFORMATION.7.ONLY ACTIVE SEWER SERVICES SHALL BE REINSTATEDAFTER LINING SEWER MAIN, OR AS DIRECTED BY THEENGINEER. CONTRACTOR SHALL DETERMINE ACTIVESERVICES DURING PRE-CONSTRUCTION SEWERTELEVISING.8.REFER TO CLEARING AND GRUBBING SPECIAL PROVISIONSFOR DETAILS ABOUT TREE REMOVAL NEAR CURB STOPS.9.CONTRACTOR SHALL MAKE USE OF TRENCH BOXES TOMINIMIZE DAMAGE AND/OR IMPACTS TO LANDSCAPING ASDIRECTED BY ENGINEER.10.OVER-BURY WATER MAIN (INCIDENTAL), AS DIRECTED BYENGINEER, TO PROVIDE SEPARATION FROM SEWER.LOCATIONS TO BE DETERMINED BY ENGINEER AND MAYDIFFER FROM THOSE CALLED OUT IN THE PLAN.Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTA0feetscale30603015WESTBEND ROADU4Save: 12/7/2023 12:01 PM sprall Plot: 12/8/2023 7:52 AM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054U02_Westbend.dwgSRPSRPSDH 140GOLDV 170054I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.5494912/19/2023STEPHEN R PRALL, PEDATELICENSE NO.WESTBEND RD.VALDERS AVE NEXISTING ℄ GRADEPROPOSED ℄ GRADEPROTECT EXISTINGSAN SERVICE (TYP.)EXISTING R/W (TYP.)REMOVE EX. WATER SERVICEF&I 20 LF 1" PEF&I 1" CORP. STOPF&I CURB STOP AND BOXF&I SADDLEF&I 2-1" STAINLESS STEElINSERTS (INCIDENTAL)CONNECT TO EX. WATERSERVICE (TYP.)PROPOSED STORMSEWER (TYP.)GRADING LIMITS (TYP.)NOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.LEGEND:DENOTES TREES TOBE REMOVED.SEE NOTE 7UTILITY PLANWESTBEND ROAD2024 PMPSEE SHEETU10SEE SHEET U3 SEE SHEETU108" PVC WM8" PVC WMREMOVE GV & BOXF&I 8" GV & BOXAPPROXIMATE EXCAVATION DEPTHBENCHMARK EL. 924.00TNH SE QUAD VALDERS AVE & WESTBEND RDBENCHMARK EL. 916.90SW QUAD WESTBEND RD & ORKLA DRSANITARY REPAIR #7 10' MIN. (TYP.)530 890895900905910915920925890895900905910915920925906.7 907.0 908.1 909.1 910.1 910.8 911.9 906.48 906.80 907.92 909.03 910.03 910.98 911.8939+5040+0041+0042+0043+0043+507.5' MIN. BURYSTA = 40+06.95 TC= 906.34 INV. 895.78 (N) INV. 895.78 (E)1784, 0.1' L 9" VSP8" PVCSTA = 43+16.32 TC= 912.16 INV. 900.78 (E) INV. 900.78 (S)1785, 0.2' RSANITARY REPAIR #842" RCPFOFOFOFOGGGG20" 24"42" 5" 10" 18" 14"IIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>MSB:404MSB:401 G>>>BIT.CONC.CONC.BIT.CONC.BIT.LANDSCAPING w/TIN EDGINGII9" VSP9" VSP18" RCP27" RCP27" RCP6" CIP6" CIP6" CIP12" RCP12" RCP12" RCP42" RCP>>>I8" PVC15" RCP42" RCP42" RCP42" RCP15" RCP15" RCPXCT-BURT-BURT-BURT-BURT-BURT-BURSTSTSTSSST-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURTV-BURTV-BURGGGGGGGGABANDONEDP-OHP-OHP-OH>>>>>>>>>>>>>>42" RCP15" RCPSTP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OH823183158345834019358305200519401900IICONC.BIT.CONC.BIT.CONC.BIT.CONC.CONC.CONC.00+4000+4100+4200+4325+43IIIISTST17851341178400+1000+11 00+3000+31 IIIINOTES:2.INSULATION SHALL BE INSTALLED IF: LESS THAN 24" CLEARANCE AT STORM CROSSINGS & LESS THAN 18" ATSANITARY CROSSING, OR AS DIRECTED BY THE ENGINEER.1.CONTRACTOR SHALL CONTACT CITY PRIOR TO HYDRANTREMOVAL, SO CITY CAN REMOVE HYDRANT RODS.3.ALL PROPOSED HYDRANTS SHALL HAVE 8' BURY DEPTH.4.CONTRACTOR SHALL FURNISH & INSTALL NEW SANITARYCASTINGS ON ALL SANITARY STRUCTURES. SEE THEEXISTING SANITARY SEWER STRUCTURE SCHEDULE.5.SEE THE EXISTING SANITARY SEWER STRUCTURESCHEDULE AND SPECIFICATIONS FOR RECONSTRUCT MHINFORMATION.6.SEE SANITARY SEWER REPAIR TABULATION FOR SANITARYSERVICE WYE GROUTING/ LINER INFORMATION.7.ONLY ACTIVE SEWER SERVICES SHALL BE REINSTATEDAFTER LINING SEWER MAIN, OR AS DIRECTED BY THEENGINEER. CONTRACTOR SHALL DETERMINE ACTIVESERVICES DURING PRE-CONSTRUCTION SEWERTELEVISING.8.REFER TO CLEARING AND GRUBBING SPECIAL PROVISIONSFOR DETAILS ABOUT TREE REMOVAL NEAR CURB STOPS.9.CONTRACTOR SHALL MAKE USE OF TRENCH BOXES TOMINIMIZE DAMAGE AND/OR IMPACTS TO LANDSCAPING ASDIRECTED BY ENGINEER.10.OVER-BURY WATER MAIN (INCIDENTAL), AS DIRECTED BYENGINEER, TO PROVIDE SEPARATION FROM SEWER.LOCATIONS TO BE DETERMINED BY ENGINEER AND MAYDIFFER FROM THOSE CALLED OUT IN THE PLAN.0feetscale30603015WISCONSIN AVENUE NU5Save: 12/7/2023 12:04 PM sprall Plot: 12/7/2023 2:21 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054U03_Wisconsin (S).dwgSRPSRPSDH 140GOLDV 170054I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.5494912/19/2023STEPHEN R PRALL, PEDATELICENSE NO.Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTAWESTBEND RD. DULUTH ST.WISCONSIN AVE. NWISCONSIN AVE. NNOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.LEGEND:DENOTES TREES TOBE REMOVED.SEE NOTE 7EXISTING ℄ GRADEPROPOSED ℄ GRADEPROTECT EXISTINGSAN SERVICE (TYP.)EXISTING R/W (TYP.)REMOVE EX. WATER SERVICEF&I 20 LF 1" PEF&I 1" CORP. STOPF&I CURB STOP AND BOXF&I SADDLEF&I 2-1" STAINLESS STEElINSERTS (INCIDENTAL)CONNECT TO EX. WATERSERVICE (TYP.)PROPOSED STORMSEWER (TYP.)GRADING LIMITS (TYP.)UTILITY PLANWISCONSIN AVENUE N2024 PMPSEE SHEETU3SEE SHEETU18" PVC WM ADJUST VALVE BOXCONNECT TO EXIST. WM8" PVC WM8" PVC WMAPPROXIMATE EXCAVATION DEPTHBENCHMARK EL. 909.97TNH NW QUAD DULUTH ST & WISCONSIN AVEBENCHMARK EL. 916.90SW QUAD WESTBEND RD & ORKLA DRSANITARY REPAIR #8F&I 8" SLEEVEADJUST VALVE BOXCONNECT TO EXIST. WM 10' MIN. (TYP.)531 900905910915920925930935900905910915920925930935912.1913.3914.7916.8919.3 922.4 925.5 928.7 931.5 933.7 935.8 936.5 937.1 936.7 935.8 934.6 933.3 932.2 912.01912.52914.38916.58919.23 922.22 925.22 928.23 931.23 933.79 935.61 936.68 937.00 936.58 935.51 934.34 933.17 932.0149+5050+0051+0052+0053+0054+0055+0056+0057+0058+0058+507.5' MIN. BURYSTA = 50+00.05TC= 912.011786 , 0.8' L9" VSPSTA = 52+00.04TC= 919.23INV. 908.06 (N)INV. 908.11 (S)1923, 0.0'9" VSP1924STA = 56+07.95TC=936.989" VSP8" PVC8" PVCINV. 925.20 (S)STA = 55+00.84TC=935.611925INV. 926.76 (N) INV. 901.32 (N)INV. 901.34 (E)INV. 901.28 (W)SANITARY REPAIR #9SANITARY REPAIR #10SANITARY REPAIR #1115" RCPOVERBURY WATERMAIN (INCIDENTAL)GGGGGGGGGGGGGGGGG8X7" 8X2" 23" 20" 8" 10" 6" 2" 4X4" 14" 1" 3" 36" 28" 24"38"28"26"8"36"23"IIIIIIIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>MSB:407MSB:411BIT.BIT.BIT.BIT.BIT.BIT.BIT.BIT.PAVERSBIT.CONC.CONC.CONC.CONC.CONC.CONC.CONC.ROCK LANDSCAPINGTIMBER RETAININGWALLBRICK LANDSCAPINGW/ LIGHTPOLEBLOCK LANDSCAPINGw/ LIGHT POLETIMBER RETAINING WALLw/ MULCH LANDSCAPINGLANDSCAPING EDGINGw/ MULCHDECORATIVE FENCE ANDLANDSCAPING w/ MULCH LANDSCAPING w/ MULCHLANDSCAPE EDGINGw/ ROCKPAVER WALKLANDSCAPING w/ MULCHPAVER WALKW/ STEP9" VSP9" VSP9" VSP9" VSP9" VSP27" RCP27" RCP24" RCP6" CIP6" CIP6" CIP6" CIP12" RCP12" RCP12" RCP12" RCP12" RCPSTSTSSSSCOT-BURABANDONEDABANDONEDABANDONEDABANDONEDABANDONEDABANDONEDABANDONEDGGGABANDONEDABANDONED2220220021602140212020402020200020052025204521252145216522052223IICAPPED00+5000+5100+5200+5300+5400+5500+5600+5700+58IIIIIIIIIIIIIIIIISTSTST192519241923178600+3100+32 STA. 56+63.48; 18.67 LTF&I 8"x6" TEEF&I 8 LF 6" PVC WMF&I 6" GV & BOXF&I HYDRANTREMOVE HYDRANTREMOVE GVREMOVE 8 LF 6" CIPSTA. 52+47.42; 18.67 LTF&I 8"x6" TEEF&I 8 LF 6" PVC WMF&I 6" GV & BOXF&I HYDRANTIIIIIIIIIIIIIIIIINOTES:2.INSULATION SHALL BE INSTALLED IF: LESS THAN 24" CLEARANCE AT STORM CROSSINGS & LESS THAN 18" ATSANITARY CROSSING, OR AS DIRECTED BY THE ENGINEER.1.CONTRACTOR SHALL CONTACT CITY PRIOR TO HYDRANTREMOVAL, SO CITY CAN REMOVE HYDRANT RODS.3.ALL PROPOSED HYDRANTS SHALL HAVE 8' BURY DEPTH.4.CONTRACTOR SHALL FURNISH & INSTALL NEW SANITARYCASTINGS ON ALL SANITARY STRUCTURES. SEE THEEXISTING SANITARY SEWER STRUCTURE SCHEDULE.5.SEE THE EXISTING SANITARY SEWER STRUCTURESCHEDULE AND SPECIFICATIONS FOR RECONSTRUCT MHINFORMATION.6.SEE SANITARY SEWER REPAIR TABULATION FOR SANITARYSERVICE WYE GROUTING/ LINER INFORMATION.7.ONLY ACTIVE SEWER SERVICES SHALL BE REINSTATEDAFTER LINING SEWER MAIN, OR AS DIRECTED BY THEENGINEER. CONTRACTOR SHALL DETERMINE ACTIVESERVICES DURING PRE-CONSTRUCTION SEWERTELEVISING.8.REFER TO CLEARING AND GRUBBING SPECIAL PROVISIONSFOR DETAILS ABOUT TREE REMOVAL NEAR CURB STOPS.9.CONTRACTOR SHALL MAKE USE OF TRENCH BOXES TOMINIMIZE DAMAGE AND/OR IMPACTS TO LANDSCAPING ASDIRECTED BY ENGINEER.10.OVER-BURY WATER MAIN (INCIDENTAL), AS DIRECTED BYENGINEER, TO PROVIDE SEPARATION FROM SEWER.LOCATIONS TO BE DETERMINED BY ENGINEER AND MAYDIFFER FROM THOSE CALLED OUT IN THE PLAN.0feetscale30603015WISCONSIN AVENUE NU6Save: 12/7/2023 12:07 PM sprall Plot: 12/7/2023 2:22 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054U04_Wisconsin (N).dwgSRPSRPSDH 140GOLDV 170054I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.5494912/19/2023STEPHEN R PRALL, PEDATELICENSE NO.Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTAWISCONSIN AVE. NWESTBEND RD.REMOVE EX. WATER SERVICEF&I 40 LF 1" PEF&I 1" CORP. STOPF&I CURB STOP AND BOXF&I SADDLEF&I 2-1" STAINLESS STEELINSERTS (INCIDENTAL)CONNECT TO EX. WATERSERVICE (TYP.)REMOVE EX. WATER SERVICEF&I 20 LF 1" PEF&I 1" CORP. STOPF&I CURB STOP AND BOXF&I SADDLEF&I 2-1" STAINLESS STEElINSERTS (INCIDENTAL)CONNECT TO EX. WATERSERVICE (TYP.)NOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.LEGEND:DENOTES TREES TOBE REMOVED.SEE NOTE 7UTILITY PLANWISCONSIN AVENUE N2024 PMPPROTECT EXISTINGSAN SERVICE (TYP.)EXISTING R/W (TYP.)PROPOSEDSTORMSEWER (TYP.)GRADING LIMITS (TYP.)EXISTING ℄ GRADEPROPOSED ℄ GRADESEE SHEETU3SEE SHEET U7SEE SHEETU3REMOVE GV & BOXF&I 8" GV & BOX8" PVC WM8" PVC WM APPROXIMATE EXCAVATION DEPTHBENCHMARK EL. 935.14TNH STA. 58+73, 19' LTBENCHMARK EL. 925.35TNH STA. 52+50,19.0' LTSANITARY REPAIR #9SANITARY REPAIR #10SANITARY REPAIR #11 10' MIN. (TYP.)532 910915920925930935940945910915920925930935940945932.2 931.0 929.8 928.5 932.01 930.84 929.80 928.6758+5059+0060+0060+507.5' MIN. BURY9" VSPSTA = 58+88.35 TC= 931.06 INV. 921.25 (S) INV. 921.15 (N)1926, 2.6' R 8" PVCSTA = 60+32.44 TC= 928.96INV. 917.36 (S)1249, 2.2' RSANITARY REPAIR #11SANITARY REPAIR #1215" RCPG12" 10" 13" 7" 13" 9" 18" 42"III>>>>>>>>>>>>BIT.BIT.LANDSCAPINGw/ MULCHBLOCK LANDSCAPE EDGINGw/ MULCH AND LIGHTPOLEROCK LANDSCAPING6" CIP12" PVC6" CIPIIIII8" PVCSSPAVER WALKGGGGGGGABANDONEDGABANDONED>>>>>>>>> >>>>>>>>>>>IST8345222322502255825000+5900+6050+60II19261249IINOTES:2.INSULATION SHALL BE INSTALLED IF: LESS THAN 24" CLEARANCE AT STORM CROSSINGS & LESS THAN 18" ATSANITARY CROSSING, OR AS DIRECTED BY THE ENGINEER.1.CONTRACTOR SHALL CONTACT CITY PRIOR TO HYDRANTREMOVAL, SO CITY CAN REMOVE HYDRANT RODS.3.ALL PROPOSED HYDRANTS SHALL HAVE 8' BURY DEPTH.4.CONTRACTOR SHALL FURNISH & INSTALL NEW SANITARYCASTINGS ON ALL SANITARY STRUCTURES. SEE THEEXISTING SANITARY SEWER STRUCTURE SCHEDULE.5.SEE THE EXISTING SANITARY SEWER STRUCTURESCHEDULE AND SPECIFICATIONS FOR RECONSTRUCT MHINFORMATION.6.SEE SANITARY SEWER REPAIR TABULATION FOR SANITARYSERVICE WYE GROUTING/ LINER INFORMATION.7.ONLY ACTIVE SEWER SERVICES SHALL BE REINSTATEDAFTER LINING SEWER MAIN, OR AS DIRECTED BY THEENGINEER. CONTRACTOR SHALL DETERMINE ACTIVESERVICES DURING PRE-CONSTRUCTION SEWERTELEVISING.8.REFER TO CLEARING AND GRUBBING SPECIAL PROVISIONSFOR DETAILS ABOUT TREE REMOVAL NEAR CURB STOPS.9.CONTRACTOR SHALL MAKE USE OF TRENCH BOXES TOMINIMIZE DAMAGE AND/OR IMPACTS TO LANDSCAPING ASDIRECTED BY ENGINEER.10.OVER-BURY WATER MAIN (INCIDENTAL), AS DIRECTED BYENGINEER, TO PROVIDE SEPARATION FROM SEWER.LOCATIONS TO BE DETERMINED BY ENGINEER AND MAYDIFFER FROM THOSE CALLED OUT IN THE PLAN.0feetscale30603015WISCONSIN AVENUE NU7Save: 12/7/2023 12:07 PM sprall Plot: 12/7/2023 2:22 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054U04_Wisconsin (N).dwgSRPSRPSDH 140GOLDV 170054I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.5494912/19/2023STEPHEN R PRALL, PEDATELICENSE NO.Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTA23R D A V E . N WISCONSIN AVE. NUTILITY PLANWISCONSIN AVENUE N2024 PMPEXISTING ℄ GRADEPROPOSED ℄ GRADENOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.LEGEND:DENOTES TREES TOBE REMOVED.SEE NOTE 7F&I 8" 1114° BENDPROTECTEXISTINGSANSERVICE(TYP.)REMOVE HYDRANTREMOVE GV & BOXREMOVE 8 LF WMREMOVE EX. WATER SERVICEF&I 20 LF 1" PEF&I 1" CORP. STOPF&I CURB STOP AND BOXF&I SADDLEF&I 2-1" STAINLESS STEELINSERTS (INCIDENTAL)CONNECT TO EX. WATERSERVICE (TYP.)REMOVE EX. WATER SERVICEF&I 40 LF 1" PEF&I 1" CORP. STOPF&I CURB STOP AND BOXF&I SADDLEF&I 2-1" STAINLESS STEELINSERTS (INCIDENTAL)CONNECT TO EX. WATERSERVICE (TYP.)EXISTINGR/W (TYP.)GRADING LIMITS (TYP.)SEE SHEET U6 F&I 8" SLEEVECONNECT TO EXISTING WMADJUST VALVE BOX8" PVC WMAPPROXIMATE EXCAVATION DEPTHBENCHMARK EL. 935.14TNH STA. 58+73, 19' LTBENCHMARK EL. 925.35TNH STA. 52+50,19.0' LTSANITARY REPAIR #11SANITARY REPAIR #12 10' MIN. (TYP.)533 895900905910915920925930895900905910915920925930914.0913.9914.2914.4914.8 915.1 915.6 916.0 916.7 917.2 917.8 918.8 920.1 921.3 922.4 923.2 923.5 923.5 914.14913.76914.01914.26914.64 915.16 915.67 916.19 916.70 917.34 918.14 919.10 920.24 921.42 922.42 922.98 923.40 923.5859+5060+0061+0062+0063+0064+0065+0066+0067+0068+0068+507.5' MIN. BURYSTA = 60+00.01TC= 914.13INV. 903.40 (N)INV. 903.40 (E)INV. 903.33 (W)1787, 0.8' L9" VSP9" VSPSTA = 63+47.33 TC= 916.15 INV. 904.44 (N) INV. 904.40 (S) INV. 904.45 (E)1792, 0.6' L 8" CIPSTA = 66+57.45 TC= 921.56 INV. 910.95 (N) INV. 910.95 (S)1927, 1.6' L8" PVC8" PVC8" PVC18" RCP18" RCP15" RCPFOFOFOFOFOFOFOFOFOFOGGGGGGGGGGGGGGGGGGGG28" 18" 10"12" 28" 18" 20" 23" 20" 13" 20" 4" 4X3" 19" 7" 15"28"4"23" 16" 17"17"21" 17" 9" 30" 10"9"24" 44" 27"IIIIIIIIIIII>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>MSB:405G MSB:408BIT.BIT.BIT.BIT.BIT.BIT.BIT.BIT.BIT.BIT.BIT.CONC.CONC.CONC.CONC.CONC.CONC.LANDSCAPING w/EDGINGLANDSCAPINGw/ EDGINGMULCH LANDSCAPINGw/ BRICK EDGINGLANDSCAPINGw/ TIMBEREDGINGLANDSCAPING w/MODULARBLOCK EDGINGTIMBER FENCEw/ LANDSCAPINGLANDSCAPINGTREE LINE9" VSP9" VSP9" VSP24" RCP18" RCP6" CIP6" CIP6" CIP12" RCP12" RCP12" RCP12" RCP9" VSP6" CIPIIIIIIIISTSSSCOCOCOABANDONEDABANDONEDABANDONEDABANDONEDABANDONEDABANDONED>>>>>>>>>>>>>>20012021204121252145215522052225215021408140220022202020200000+6000+6100+6200+6300+6400+6500+6600+6700+68IIIIIIIIIIIIIIIIIIISTSTST19271792178700+3400+3500+36 00 00+92 42+92 REMOVE HYDRANTREMOVE GVREMOVE 6 LF 6" CIPSTA. 63+57.13; 18.67 LTF&I 8"x6" REDUCERF&I 8 LF 6" PVC WMF&I 6" GV & BOXF&I HYDRANTSTA. 67+61.31; 18.67 LTF&I 8"x6" TEEF&I 13 LF 6" PVC WMF&I 6" GV & BOXF&I HYDRANTIIIIIIIIIIIIIIIIIIINOTES:2.INSULATION SHALL BE INSTALLED IF: LESS THAN 24" CLEARANCE AT STORM CROSSINGS & LESS THAN 18" ATSANITARY CROSSING, OR AS DIRECTED BY THE ENGINEER.1.CONTRACTOR SHALL CONTACT CITY PRIOR TO HYDRANTREMOVAL, SO CITY CAN REMOVE HYDRANT RODS.3.ALL PROPOSED HYDRANTS SHALL HAVE 8' BURY DEPTH.4.CONTRACTOR SHALL FURNISH & INSTALL NEW SANITARYCASTINGS ON ALL SANITARY STRUCTURES. SEE THEEXISTING SANITARY SEWER STRUCTURE SCHEDULE.5.SEE THE EXISTING SANITARY SEWER STRUCTURESCHEDULE AND SPECIFICATIONS FOR RECONSTRUCT MHINFORMATION.6.SEE SANITARY SEWER REPAIR TABULATION FOR SANITARYSERVICE WYE GROUTING/ LINER INFORMATION.7.ONLY ACTIVE SEWER SERVICES SHALL BE REINSTATEDAFTER LINING SEWER MAIN, OR AS DIRECTED BY THEENGINEER. CONTRACTOR SHALL DETERMINE ACTIVESERVICES DURING PRE-CONSTRUCTION SEWERTELEVISING.8.REFER TO CLEARING AND GRUBBING SPECIAL PROVISIONSFOR DETAILS ABOUT TREE REMOVAL NEAR CURB STOPS.9.CONTRACTOR SHALL MAKE USE OF TRENCH BOXES TOMINIMIZE DAMAGE AND/OR IMPACTS TO LANDSCAPING ASDIRECTED BY ENGINEER.10.OVER-BURY WATER MAIN (INCIDENTAL), AS DIRECTED BYENGINEER, TO PROVIDE SEPARATION FROM SEWER.LOCATIONS TO BE DETERMINED BY ENGINEER AND MAYDIFFER FROM THOSE CALLED OUT IN THE PLAN.0feetscale30603015ORKLA DRIVEU8Save: 12/7/2023 12:10 PM sprall Plot: 12/7/2023 2:23 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054U05_Orkla.dwgSRPSRPSDH 140GOLDV 170054I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.5494912/19/2023STEPHEN R PRALL, PEDATELICENSE NO.Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTAORKLA DR.WINNETKA HEIGHTS DR. WESTBEND RD.UTILITY PLANORKLA DRIVE2024 PMPNOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.LEGEND:DENOTES TREES TOBE REMOVED.SEE NOTE 7F&I 8"X8" 11 14° BENDF&I 8"X8" CROSSGRADING LIMITS (TYP.)PROPOSED STORMSEWER (TYP.)REMOVE EX. WATER SERVICEF&I 20 LF 1" PEF&I 1" CORP. STOPF&I CURB STOP AND BOXF&I SADDLEF&I 2-1" STAINLESS STEELINSERTS (INCIDENTAL)CONNECT TO EX. WATERSERVICE (TYP.)REMOVE EX. WATER SERVICEF&I 40 LF 1" PEF&I 1" CORP. STOPF&I CURB STOP AND BOXF&I SADDLEF&I 2-1" STAINLESS STEELINSERTS (INCIDENTAL)CONNECT TO EX. WATERSERVICE (TYP.)EXISTING R/W (TYP.)PROTECT EXISTINGSAN SERVICE (TYP.)EXISTING ℄ GRADEPROPOSED ℄ GRADESEE SHEETU3SEE SHEETU11SEE SHEET U9SEE SHEETU38" PVC WM 8" PVC WM8" PVC WM REMOVE GV & BOXF&I 8" GV AND BOXREMOVE GV & BOXF&I 8" GV AND BOXAPPROXIMATE EXCAVATION DEPTHBENCHMARK EL. 919.36TNH STA. 63+59, 18.1' LT BENCHMARK EL. 916.90SW QUAD WESTBEND RD & ORKLA DRSANITARY REPAIR #13SANITARY REPAIR #14SANITARY REPAIR #15SANITARY REPAIR #13SANITARY REPAIR #14SANITARY REPAIR #15 10' MIN. (TYP.)F&I 8" GV AND BOXREMOVE GV AND BOX534 905910915920925930935940905910915920925930935940923.5 923.2 922.7 922.2 923.58 923.23 922.69 922.1468+5069+0070+0070+507.5' MIN. BURYSTA = 69+27.76 TC= 922.92INV. 912.53 (S)1928, 0.4' L8" PVCSANITARY REPAIR #1515" RCPGGG15" 13"13X2" 18" 24" 23">>>>>>>>>>>>>>MSB:412BIT.BIT.CONC.CONC.CONC.CONC.LANDSCAPE EDGING w/ ROCK6" CIP12" PVC8" CIPIIIIIII8" PVCSGGGGGGGGGGGABANDONED>>>>>>>>>>>>>>>>>>>>22558180814081002250222000+6900+7026.54+70I1928INOTES:2.INSULATION SHALL BE INSTALLED IF: LESS THAN 24" CLEARANCE AT STORM CROSSINGS & LESS THAN 18" ATSANITARY CROSSING, OR AS DIRECTED BY THE ENGINEER.1.CONTRACTOR SHALL CONTACT CITY PRIOR TO HYDRANTREMOVAL, SO CITY CAN REMOVE HYDRANT RODS.3.ALL PROPOSED HYDRANTS SHALL HAVE 8' BURY DEPTH.4.CONTRACTOR SHALL FURNISH & INSTALL NEW SANITARYCASTINGS ON ALL SANITARY STRUCTURES. SEE THEEXISTING SANITARY SEWER STRUCTURE SCHEDULE.5.SEE THE EXISTING SANITARY SEWER STRUCTURESCHEDULE AND SPECIFICATIONS FOR RECONSTRUCT MHINFORMATION.6.SEE SANITARY SEWER REPAIR TABULATION FOR SANITARYSERVICE WYE GROUTING/ LINER INFORMATION.7.ONLY ACTIVE SEWER SERVICES SHALL BE REINSTATEDAFTER LINING SEWER MAIN, OR AS DIRECTED BY THEENGINEER. CONTRACTOR SHALL DETERMINE ACTIVESERVICES DURING PRE-CONSTRUCTION SEWERTELEVISING.8.REFER TO CLEARING AND GRUBBING SPECIAL PROVISIONSFOR DETAILS ABOUT TREE REMOVAL NEAR CURB STOPS.9.CONTRACTOR SHALL MAKE USE OF TRENCH BOXES TOMINIMIZE DAMAGE AND/OR IMPACTS TO LANDSCAPING ASDIRECTED BY ENGINEER.10.OVER-BURY WATER MAIN (INCIDENTAL), AS DIRECTED BYENGINEER, TO PROVIDE SEPARATION FROM SEWER.LOCATIONS TO BE DETERMINED BY ENGINEER AND MAYDIFFER FROM THOSE CALLED OUT IN THE PLAN.Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTA0feetscale30603015ORKLA DRIVEU9Save: 12/7/2023 12:10 PM sprall Plot: 12/7/2023 2:23 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054U05_Orkla.dwgSRPSRPSDH 140GOLDV 170054I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.5494912/19/2023STEPHEN R PRALL, PEDATELICENSE NO.ORKLA DR.23RD AVE. NUTILITY PLANORKLA DRIVE2024 PMPEXISTING ℄ GRADEPROPOSED ℄ GRADENOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.LEGEND:DENOTES TREES TOBE REMOVED.SEE NOTE 7F&I 8" 1114° BENDF&I 8" SLEEVECONNECT TO EXISTING WM.ADJUST VALVE BOXGRADINGLIMITS (TYP.)EXISTING R/W(TYP.)PROTECT EXISTINGSAN SERVICE (TYP.)SEE SHEET U8 8" PVC WMAPPROXIMATE EXCAVATION DEPTHBENCHMARK EL. 919.36TNH STA. 63+59, 18.1' LT SANITARY REPAIR #15 10' MIN. (TYP.)535 Profile View of VALDERS AVE N AND WINNETKA HEIGHTS905910915920925930935940905910915920925930935940924.5923.8924.2924.3923.6922.4 921.2 920.1 919.8 920.0 920.9 922.5 923.9 925.0 925.7 925.5 923.75924.03923.88923.26922.04 920.80 919.92 919.63 919.93 920.82 922.27 923.70 924.75 925.58 924.9780+0081+0082+0083+0084+0085+0086+0087+0087+507.5' MIN. BURYSTA = 83+07.00 TC= 920.63INV. 910.13 (N)1791, 0.6' R 8" CIPSTA = 39+73.26 TC= 919.66 INV. 909.10 (N) INV. 909.09 (S) INV. 909.01 (W)1789, 0.4' R 9" VSPSTA = 86+70.69 TC= 925.12INV. 915.25 (S)1790, 0.1' R8" PVC8" PVCSANITARY REPAIR #16109 LF 8" SDR-35 PVC @ 0.95%15" RCP18" RCP15" RCP15" RCP9" VSPFOFOFOFOFOFOFOFOFOGGGGGGGGGGGGTTTEECTRL20"20"20"24"30"28"12"1"28"18"18"8" 4"6"14" 24"18" 18"18"6"4" 8X3" 32" 14" 13" 36" 11" 9" 9" 11" 32" 7" 4" 12" 3" 18" 12" 6" 8"IIIIIIIIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>MSB:409>>>>BIT.BIT.BIT.BIT.BIT.BIT.CONC.CONC.CONC.CONC.CONC.CONC.TREE LINECROSS HATCHED FENCEAND LANDSCAPING w/ ROCKTREE LINELANDSCAPING w/MULCH AND MODULARBLOCK/BRICKRETAINING WALLLANDSCAPE EDGINGMODULAR BLOCKRETAINING WALLLANDSCAPINGLANDSCAPEEDGING w/ MULCHMULCH LANDSCAPINGw/ BOULDER EDGINGI9" VSP9" VSP8" CIP9" VSP9" VSP15" RCP12" RCP12" RCP12" RCP12" RCP12" RCP12" RCP12" RCP12" RCP6" CIP6" CIPXCT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURP-BURSTSSSSS18" RCPT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURFOFOFOFOFOT-BURT-BURT-BURT-BURT-BURTV-BURTV-BURTV-BURGGABANDONEDFOFOFOP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURHIGH VOLTAGEHIGH VOLTAGEHIGH VOLTAGEHIGH VOLTAGEHIGH VOLTAGEHIGH VOLTAGE204180008001800019201940200020202030204020508000CONC.BIT.CONC.BIT.00+8100+8200+8300+8400+8500+8600+8700+88 IIIIIIIIIIIIIIICOCOSTSTSTST1790229913441791178900+1900+2000+21 00+3995+39 STA. 87+85.78; 18.67 RTF&I 8"x6" TEEF&I 13 LF 6" PVC WMF&I 6" GV & BOXF&I HYDRANT8000XXXXXXXXXXXXXXXIIIIIIIIIIIIIIICOCONOTES:2.INSULATION SHALL BE INSTALLED IF: LESS THAN 24" CLEARANCE AT STORM CROSSINGS & LESS THAN 18" ATSANITARY CROSSING, OR AS DIRECTED BY THE ENGINEER.1.CONTRACTOR SHALL CONTACT CITY PRIOR TO HYDRANTREMOVAL, SO CITY CAN REMOVE HYDRANT RODS.3.ALL PROPOSED HYDRANTS SHALL HAVE 8' BURY DEPTH.4.CONTRACTOR SHALL FURNISH & INSTALL NEW SANITARYCASTINGS ON ALL SANITARY STRUCTURES. SEE THEEXISTING SANITARY SEWER STRUCTURE SCHEDULE.5.SEE THE EXISTING SANITARY SEWER STRUCTURESCHEDULE AND SPECIFICATIONS FOR RECONSTRUCT MHINFORMATION.6.SEE SANITARY SEWER REPAIR TABULATION FOR SANITARYSERVICE WYE GROUTING/ LINER INFORMATION.7.ONLY ACTIVE SEWER SERVICES SHALL BE REINSTATEDAFTER LINING SEWER MAIN, OR AS DIRECTED BY THEENGINEER. CONTRACTOR SHALL DETERMINE ACTIVESERVICES DURING PRE-CONSTRUCTION SEWERTELEVISING.8.REFER TO CLEARING AND GRUBBING SPECIAL PROVISIONSFOR DETAILS ABOUT TREE REMOVAL NEAR CURB STOPS.9.CONTRACTOR SHALL MAKE USE OF TRENCH BOXES TOMINIMIZE DAMAGE AND/OR IMPACTS TO LANDSCAPING ASDIRECTED BY ENGINEER.10.OVER-BURY WATER MAIN (INCIDENTAL), AS DIRECTED BYENGINEER, TO PROVIDE SEPARATION FROM SEWER.LOCATIONS TO BE DETERMINED BY ENGINEER AND MAYDIFFER FROM THOSE CALLED OUT IN THE PLAN.Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTA0feetscale30603015VALDERS AVENUE NU10Save: 12/7/2023 12:11 PM sprall Plot: 12/8/2023 7:49 AM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054U06_Valders (S) WinHts.dwgSRPSRPSDH 140GOLDV 170054I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.5494912/19/2023STEPHEN R PRALL, PEDATELICENSE NO.VALDERS AVE NWESTBEND RD. DULUTH ST. WINNETKA HEIGHTS DR.UTILITY PLANVALDERS AVENUE N2024 PMPEXISTING ℄ GRADEPROPOSED ℄ GRADENOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.LEGEND:DENOTES TREES TOBE REMOVED.SEE NOTE 7F&I 8"x8" TEEF&I 8" 90° BENDGRADING LIMITS (TYP.)PROPOSED STORMSEWER (TYP.)REMOVE EX. WATER SERVICEF&I 40 LF 1" PEF&I 1" CORP. STOPF&I CURB STOP AND BOXF&I SADDLEF&I 2-1" STAINLESS STEELINSERTS (INCIDENTAL)CONNECT TO EX. WATERSERVICE (TYP.)REMOVE EX. WATER SERVICEF&I 20 LF 1" PEF&I 1" CORP. STOPF&I CURB STOP AND BOXF&I SADDLEF&I 2-1" STAINLESS STEElINSERTS (INCIDENTAL)CONNECT TO EX. WATERSERVICE (TYP.)EXISTING R/W (TYP.)PROTECT EXISTINGSAN SERVICE (TYP.)EXISTING WATER SERVICELOCATION IS APPROXIMATE(FIELD VERIFY)SEE SHEETU2SEE SHEETU4SEE SHEETU11SEE SHEETU2F&I 8" GV & BOXF&I 8" GV & BOX8" PVC WM8" PVC WM8" PVC WM 8" PVC WM APPROXIMATE EXCAVATION DEPTHBENCHMARK EL. 929.18TNH NE QUAD VALDERS AVE & WINNETKA HEIGHTS DRBENCHMARK EL. 924.00TNH SE QUAD VALDERS AVE & WESTBEND RDSANITARY REPAIR #16CAUTIONEXISTING BURIEDHIGH VOLTAGECAUTIONEXISTING BURIEDHIGH VOLTAGECAUTIONEXISTING BURIEDHIGH VOLTAGE 10' MIN. (TYP.)CONNECT TO EXISTING MANHOLE (SAN)CONNECT TO EXISTING MANHOLE (SAN)SAG IN SANITARY SEWERREMOVE 109 LF SAN. PIPEF&I 109 LF 8" SDR-26 PVCREMOVE 30 LF SAN. PIPEF&I 8"X6" WYEF&I 30 LF 6" SDR 26 PVCF&I 6" CLEANOUT W/CASTINGCONNECT TO EX. SAN SERVICEREMOVE 30 LF SAN. PIPEF&I 8"X6" WYEF&I 30 LF 6" SDR 26 PVCF&I 6" CLEANOUT W/CASTINGCONNECT TO EX. SAN SERVICEREMOVE GV & BOXREMOVE GV & BOXREMOVE HYDRANTREMOVE GVREMOVE 5 LF 6" CIPF&I 8"x6" REDUCERF&I 6" SLEEVECONNECT TO EXISTING WM.ABANDON WM OUTSIDE PROPOSEDCURB, AS DIRECTED BY ENGINEER (TYP.)ABANDON WMOUTSIDE PROPOSEDCURB, AS DIRECTEDBY ENGINEER (TYP.)536 900905910915920925930935900905910915920925930935925.5 923.2 921.1 919.5 918.4 917.9 917.5 917.2 916.9 916.3 924.97 922.57 920.29 918.88 918.18 917.56 917.21 916.96 916.66 916.10 87+5088+0089+0090+0091+0092+0092+507.5' MIN. BURY9" VSPSTA = 89+45.83 TC= 918.03 INV. 908.71 (E) INV. 908.39 (W)1793, 10.1' L 9" VSPSTA = 87+73.20 TC= 924.01INV. 914.62 (W)2299, 0.0' L8" PVC8" PVCSTA = 92+41.03TC= 916.15INV. 904.44 (N)INV. 904.40 (S)INV. 904.45 (E)1792, 9.7' L SANITARY REPAIR #17SANITARY REPAIR #1815" RCPOVERBURY WATER MAIN (INCIDENTAL)FOFOFOFOFOFOFOFOFO GGGGGGGGG G G G4"6"14"24"18"18"18"6"4"8X3"32"14"13"19"20"7"36"28"4"16"17"9"30"10"9"24"20"36"12"4"26"8"19"44"27"I IIIIIIIIIII III >>>>>>>>>>>>>>>>>>>>>>>>>>>MSB:409 MSB:410MSB:408 BIT.BIT. BIT.BIT.BIT.BIT.BIT.CONC.CONC.CONC.CONC. TREE LINE CROSS HATCHED FENCE AND LANDSCAPING w/ ROCK TREE LINE LANDSCAPING w/ MULCH AND MODULAR BLOCK/BRICK RETAINING WALL 9" VSP9" VSP6" CIP6" CIP 6" CIP 6" CIP 9" VSPI XWD SSSCOST-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BUR ABANDONED ABANDONEDGABANDONED>>>>P-OH P-OH P-OH P-OHP-OHP-OHP-OHP-OHP-OHP-OHP-BUR P-BURP-BURP-BURP-BUR P-BURHIGH VOLTAGEHIGH VOLTAGE HIGH VOLTAGE8140202081018071 2041205080002105VALVE BOX PAVED OVER179242+9200+87 00+8800+8900+9000+9100+92IIIIIIIIIIII I I III ST 1790179300+62 00+63 00+64 00+100 101 STA. 87+85.78; 18.67 RTF&I 8"x6" TEEF&I 13 LF 6" PVC WMF&I 6" GV & BOXF&I HYDRANT80002299IIIIIIIIIIII I I III NOTES:2.INSULATION SHALL BE INSTALLED IF: LESS THAN 24" CLEARANCE AT STORM CROSSINGS & LESS THAN 18" ATSANITARY CROSSING, OR AS DIRECTED BY THE ENGINEER.1.CONTRACTOR SHALL CONTACT CITY PRIOR TO HYDRANTREMOVAL, SO CITY CAN REMOVE HYDRANT RODS.3.ALL PROPOSED HYDRANTS SHALL HAVE 8' BURY DEPTH.4.CONTRACTOR SHALL FURNISH & INSTALL NEW SANITARYCASTINGS ON ALL SANITARY STRUCTURES. SEE THEEXISTING SANITARY SEWER STRUCTURE SCHEDULE.5.SEE THE EXISTING SANITARY SEWER STRUCTURESCHEDULE AND SPECIFICATIONS FOR RECONSTRUCT MHINFORMATION.6.SEE SANITARY SEWER REPAIR TABULATION FOR SANITARYSERVICE WYE GROUTING/ LINER INFORMATION.7.ONLY ACTIVE SEWER SERVICES SHALL BE REINSTATEDAFTER LINING SEWER MAIN, OR AS DIRECTED BY THEENGINEER. CONTRACTOR SHALL DETERMINE ACTIVESERVICES DURING PRE-CONSTRUCTION SEWERTELEVISING.8.REFER TO CLEARING AND GRUBBING SPECIAL PROVISIONSFOR DETAILS ABOUT TREE REMOVAL NEAR CURB STOPS.9.CONTRACTOR SHALL MAKE USE OF TRENCH BOXES TOMINIMIZE DAMAGE AND/OR IMPACTS TO LANDSCAPING ASDIRECTED BY ENGINEER.10.OVER-BURY WATER MAIN (INCIDENTAL), AS DIRECTED BYENGINEER, TO PROVIDE SEPARATION FROM SEWER.LOCATIONS TO BE DETERMINED BY ENGINEER AND MAYDIFFER FROM THOSE CALLED OUT IN THE PLAN.Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTA0feetscale30603015WINNETKA HEIGHTS DRIVEU11Save: 12/8/2023 7:51 AM sprall Plot: 12/8/2023 7:56 AM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054U06_Valders (S) WinHts.dwgSRPSRPSDH 140GOLDV 170054I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.5494912/19/2023STEPHEN R PRALL, PEDATELICENSE NO.ORKLA DR.WINNETKA HEIGHTS DR.VALDERS AVE. N VALDERS AVE. N UTILITY PLANWINNETKA HEIGHTS DRIVE2024 PMPEXISTING ℄ GRADEPROPOSED ℄ GRADEPROTECT EXISTINGSAN SERVICE (TYP.)EXISTING R/W (TYP.)REMOVE EX. WATER SERVICEF&I 40 LF 1" PEF&I 1" CORP. STOPF&I CURB STOP AND BOXF&I SADDLEF&I 2-1" STAINLESS STEElINSERTS (INCIDENTAL)CONNECT TO EX. WATERSERVICE (TYP.)GRADING LIMITS (TYP.)F&I 8"x8" 90° BENDNOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.LEGEND:DENOTES TREES TOBE REMOVED.SEE NOTE 7SEE SHEETU8SEE SHEETU12SEE SHEETU8SEE SHEETU108" PVC WM 8" PVC WM 8" PVC WMREMOVE EX. WATER SERVICEF&I 40 LF 1" PEF&I 1" CORP. STOPF&I CURB STOP AND BOXF&I SADDLEF&I 2-1" STAINLESS STEElINSERTS (INCIDENTAL)CONNECT TO EX. WATERSERVICE (TYP.)REMOVE GV & BOXF&I 8" GV AND BOXF&I 8"x8" TEEF&I 8" GV AND BOXREMOVE GV & BOXF&I 8" GV AND BOXAPPROXIMATE EXCAVATION DEPTHREMOVE HYDRANTREMOVE GV & BOXREMOVE 7 LF 6" CIPBENCHMARK EL. 919.36TNH W QUAD ORKLA DR & WINNETKA HEIGHTS DRBENCHMARK EL. 929.18TNH NE QUAD VALDERS AVE & WINNETKA HEIGHTS DRSANITARY REPAIR #17SANITARY REPAIR #18CAUTIONEXISTING BURIEDHIGH VOLTAGE 10' MIN. (TYP.)POTHOLE BURIED POWER PRIOR TOHYDRANT INSTALLATION (INCIDENTAL).537 895900905910915920925930895900905910915920925930918.8918.7918.2917.3 915.8 914.5 913.2 912.4 911.7 911.5 911.2 910.9 910.5 910.1 918.49918.05917.49916.56 915.49 914.22 912.96 912.20 911.79 911.38 911.13 910.78 910.3899+50100+00101+00102+00103+00104+00105+00106+00107+007.5' MIN. BURYSTA = 101+75.61 TC= 916.03INV. 905.26 (N)2300, 0.3' R 9" VSPSTA = 104+06.89 TC= 911.72 INV. 902.34 (S) INV. 902.43 (N)2275, 0.3' L 9" VSP8" PVC8" PVCSTA = 106+66.73 TC= 910.31INV. 901.53 (S)1246A, 0.4' LOVERBURY WATER MAIN (INCIDENTAL)SANITARY REPAIR # 19SANITARY REPAIR #2015" RCP15" RCPT-BURGGGGGGGGGGGG8X3"32"14"13"19"20"32"32"28"24X2" 32" 24" 16" 28" 16" 20"36"12"4"26"8"19"IIIIIIIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>MSB:413BIT.BIT.BIT.BIT.BIT.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC. WALKLANDSCAPING w/ BOULDER EDGINGLANDSCAPING w/STACKED BRICK EDGINGCROSS HATCHED FENCEAND LANDSCAPING w/ ROCK12" PVC9" VSP9" VSP9" VSP12" RCP12" RCP6" CIP6" CIP6" CIP6" DIP12" RCP12" RCPIIIII8" PVCXWDSTSSSSCOSCOCOT-BURT-BURT-BURGGGGGGGABANDONEDABANDONEDABANDONEDABANDONEDABANDONED>>>>>>>>>>>>>>>>>>>>STP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURHIGH VOLTAGEHIGH VOLTAGEHIGHVOLTAGEHIGH VOLTAGE225022552225220522002220214021308101807120418000210521352145T-BURT-BURT-BURT-BURVALVE BOX PAVED OVER00+10000+10100+10200+10300+10400+10500+10667+106IIIIIIIIIIIIIST22991793230022751246A00+88 00+89 00+90 00+20000+201 STA. 106+14.99; 18.67 LTF&I 8"x6" TEEF&I 7 LF 6" PVC WMF&I 6" GV & BOXF&I HYDRANT225022552225220522002220214021308101807120418000210521352145IIIIIIIIIIIIINOTES:2.INSULATION SHALL BE INSTALLED IF: LESS THAN 24" CLEARANCE AT STORM CROSSINGS & LESS THAN 18" ATSANITARY CROSSING, OR AS DIRECTED BY THE ENGINEER.1.CONTRACTOR SHALL CONTACT CITY PRIOR TO HYDRANTREMOVAL, SO CITY CAN REMOVE HYDRANT RODS.3.ALL PROPOSED HYDRANTS SHALL HAVE 8' BURY DEPTH.4.CONTRACTOR SHALL FURNISH & INSTALL NEW SANITARYCASTINGS ON ALL SANITARY STRUCTURES. SEE THEEXISTING SANITARY SEWER STRUCTURE SCHEDULE.5.SEE THE EXISTING SANITARY SEWER STRUCTURESCHEDULE AND SPECIFICATIONS FOR RECONSTRUCT MHINFORMATION.6.SEE SANITARY SEWER REPAIR TABULATION FOR SANITARYSERVICE WYE GROUTING/ LINER INFORMATION.7.ONLY ACTIVE SEWER SERVICES SHALL BE REINSTATEDAFTER LINING SEWER MAIN, OR AS DIRECTED BY THEENGINEER. CONTRACTOR SHALL DETERMINE ACTIVESERVICES DURING PRE-CONSTRUCTION SEWERTELEVISING.8.REFER TO CLEARING AND GRUBBING SPECIAL PROVISIONSFOR DETAILS ABOUT TREE REMOVAL NEAR CURB STOPS.9.CONTRACTOR SHALL MAKE USE OF TRENCH BOXES TOMINIMIZE DAMAGE AND/OR IMPACTS TO LANDSCAPING ASDIRECTED BY ENGINEER.10.OVER-BURY WATER MAIN (INCIDENTAL), AS DIRECTED BYENGINEER, TO PROVIDE SEPARATION FROM SEWER.LOCATIONS TO BE DETERMINED BY ENGINEER AND MAYDIFFER FROM THOSE CALLED OUT IN THE PLAN.Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTA0feetscale30603015VALDERS AVENUE NU12Save: 12/7/2023 12:16 PM sprall Plot: 12/7/2023 2:25 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054U07_Valders (N).dwgSRPSRPSDH 140GOLDV 170054I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.5494912/19/2023STEPHEN R PRALL, PEDATELICENSE NO.WINNETKA HEIGHTS DR.VALDERS AVE. NVALDERS CT. 23RD ST. NEXISTING ℄ GRADEPROPOSED ℄ GRADEUTILITY PLANVALDERS AVENUE N2024 PMPNOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.LEGEND:DENOTES TREES TOBE REMOVED.SEE NOTE 7REMOVE EX. WATER SERVICEF&I 40 LF 1" PEF&I 1" CORP. STOPF&I CURB STOP AND BOXF&I SADDLEF&I 2-1" STAINLESS STEElINSERTS (INCIDENTAL)CONNECT TO EX. WATERSERVICE (TYP.)REMOVE EX. WATER SERVICEF&I 20 LF 1" PEF&I 1" CORP. STOPF&I CURB STOP AND BOXF&I SADDLEF&I 2-1" STAINLESS STEELINSERTS (INCIDENTAL)CONNECT TO EX. WATERSERVICE (TYP.)F&I 8" SLEEVECONNECT TO EXISTING WM.ADJUST VALVE BOXF&I 8"x8" TEEF&I 8" GV & BOXGRADING LIMITS (TYP.)EXISTING R/W (TYP.)PROTECT EXISTINGSAN SERVICE (TYP.)EXISTING WATER SERVICELOCATION IS APPROXIMATE(FIELD VERIFY)EXISTING WATER SERVICELOCATION IS APPROXIMATE(FIELD VERIFY)SEE SHEETU11SEE SHEETU118" PVC WMREMOVE GV & BOXF&I 8" GV & BOXF&I 8" GV & BOXF&I 8"X6" REDUCERF&I 6" SLEEVECONNECT TO EXIST. WMREMOVE HYDRANTREMOVE GV & BOXREMOVE 10 LF 6" CIPAPPROXIMATE EXCAVATION DEPTHBENCHMARK EL. 916.45TNH W QUAD VALDERS AVE & VALDERS CT.BENCHMARK EL. 929.18TNH NE QUAD VALDERS AVE & WINNETKA HEIGHTS DRSANITARY REPAIR #19SANITARY REPAIR #20CAUTIONEXISTING BURIEDHIGH VOLTAGECAUTIONEXISTING BURIEDHIGH VOLTAGECAUTIONEXISTING BURIEDHIGH VOLTAGE 10' MIN. (TYP.)8" PVC WMREMOVE GV & BOXFIELD VERIFY POWER LOCATION.INSTALL GV & BOX AS DIRECTEDBY ENGINEER TO AVOID POWER538 Profile View of DULUTH ST895900905910915920925930895900905910915920925930906.3906.7907.3908.3 909.3 910.3 911.3 912.2 913.0 913.8 914.6 915.0 915.7 916.3 917.1 918.2 919.3 906.27906.60907.21908.14 909.24 910.35 911.45 912.48 913.35 914.08 914.66 915.16 915.66 916.16 916.77 917.77 919.059+0010+0011+0012+0013+0014+0015+0016+0017+0018+009" VSP9" VSP9" VSPSTA = 11+00.88TC= 906.90INV. 902.61 (NW)INV. 902.71 (S)INV. 902.71 (E)ST-12, 13.0' L57 LF 18" RCP Class III @ 1.69%STA = 40+37.48TC= 906.27ST-11, 13.0' R376 LF 18" RCP Class III @ 1.87%STA = 14+76.82 TC= 914.09 INV. 909.83 (S) INV. 909.73 (W)ST-14, 13.0' L INV. 901.65 (SE)INV. 901.55 (W)4' SUMPFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOGGGGGGGGGGGGGG 13"9"20"30"6"2"10X3"30"18"24"8X3"8"18"40"18"15"24X2"8"24"20"24"42"5"II >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>MSB:401MSB:402GG>>>>>>>>>>>>>>>>>>>>>>>>>>BIT.BIT.BIT.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.BIT.CONC.LANDSCAPING w/ MODULAR BLOCKEDGING AND MULCHLANDSCAPING w/ROUNDED BRICKEDGING AND MULCHTREE LINETREE LINE w/BOULDER EDGINGLANDSCAPING w/ ROCKLANDSCAPINGw/ MULCHIIIIIIIIIIIII9" VSP9" VSP18" RCP6" CIP6" CIP6" CIP12" RCP12" RCP>>>>>II 8" PVC15" RCP42" RCP42" RCP 42" RCPXCXC T-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURSTSSSSCOCOCOT-BURT-BURT-BURT-BURT-BURT-BUR TV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURT-BUR T-BUR ABANDONEDABANDONEDGG >>15" RCPP-OHP-OHP-OHP-OHP-OH819182018231831583401900 82168204819080708100813081608161813181018091CONC.BIT.CONC.BIT.CONC.BIT.BIT.00+1000+1100+1200+1300+1400+1500+1600+17+18IIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>COCOCOCOST26' F-F00+40 00+41ST-13ST-12ST-11ST-1018" RCP15" RCP 18" RCPST-1615" RCP18" RCPST-14ST-1515" RCPMH102NOTES:1.INSULATION SHALL BE INSTALLED AT ALL WATER MAIN& STORM SEWER CROSSINGS WITH LESS THAN 24" OFCLEARANCE, OR AS DIRECTED BY THE ENGINEER.2.CONTRACTOR SHALL VERIFY ALL EXISTINGSTRUCTURE ELEVATIONS & PIPE GRADES PRIOR TOCOMMENCING ANY EXCAVATION.3.SEE SHEET S13 & S14 FOR DETAILED STORM SEWERCROSSING PROFILE INFORMATION.4.CONTRACTOR SHALL FIELD VERIFY WATERMAINLOCATION NEAR STORM SEWER STRUCTURES ASNECESSARY AND AS DIRECTED BY THE ENGINEER.0feetscale30603015DULUTH STREETS1Save: 12/7/2023 1:31 PM sprall Plot: 12/7/2023 2:26 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054S01_Duluth.dwgSRPSRPSDH 140GOLDV 170054I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.STORM SEWER PLANDULUTH STREET2024 PMP5494912/19/2023STEPHEN R PRALL, PEDATELICENSE NO.Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTAWISCONSIN AVE. N DULUTH ST.NOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.WISCONSIN AVE. N REMOVE DRAINAGE STRUCTUREREMOVE DRAINAGE STRUCTUREREMOVE 29 LF STORM PIPEREMOVE 29 LF STORM PIPEGRADING LIMITS (TYP.)EXISTING R/W (TYP.)SEE SHEETS5SEE SHEET S2PROPOSED ℄ GRADEEXISTING ℄ GRADEAPPROXIMATE EXCAVATION DEPTHBENCHMARK EL. 909.97BENCHMARK EL. 921.53TNH STA. 17+46, 18.6 RTTNH NW QUAD DULUTH ST & WISCONSIN AVEF&I 6" SUBGRADE DRAIN SYSTEM ASDIRECTED BY THE ENGINEER (TYP.)F&I 4" SUMP DRAIN STUB ASDIRECTED BY ENGINEER (TYP.)F&I 6" CLEANOUT (TYP.)REMOVE 55 LF STORM PIPECONSTRUCT BULKHEAD539 Profile View of DULUTH ST910915920925930935940945910915920925930935940945919.3920.4921.4 922.6 923.9 925.6 928.3 931.3 934.5 937.4 938.3 938.4 919.05920.33921.53 922.61 923.73 925.50 928.14 931.12 934.10 937.09 938.3518+0019+0020+0021+0022+0023+0024+00STA = 20+49.14 TC= 925.15INV. 921.15 (NW)ST-22, 13.0' L T-BUR T-BUR FOFOFOFOFOFOFO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFO FO GGGGGGGGGGTTTTEECTRLECTRLGECTRLEGEECTRLECTRL13"9"19"13"20"20"20"20"24"30"28"12"2"1"18"18"8"18"12"40"I I I I I >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>MSB:403>>>>>>>>>BIT.BIT.BIT.CONC.CONC.CONC.CONC.LANDSCAPING w/ ROCKIII9" VSP15" RCP6" CIP12" RCP12" RCP12" RCP12" RCP12" RCP12" RCP9" VSP I I XCT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURP-BURSTST-BURT-BURT-BURFOFOFOFOFOT-BURT-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURT-BURT-BUR P-OHP-OH P-OH P-OH FOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOFOFOFOFOFOP-OHP-OHP-OHP-OHP-OHP-OHP-OHFOFOFOFOFOFOT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURP-OH P-BURHIGH VOLTAGEHIGH VOLTAGEP-BURP-BUR GGGGG GGGGG 6" MDPE GAS 24" STEEL GAS 8000807080918001189018211820190019201921CONC.BIT.CONC.BIT. CONC.BIT.BIT.MODULAR BLOCK RETAINING WALLP-BUR P-BUR P-BUR DUCTS00+1800+1900+2000+2100+2200+2300+24IIIII>>>>>>>>>>>>>>>>>>>COCOCOCOCO >>>>>>>>>>>>>>>>>>STST00+80 00+81 00+82 ST-24ST-21ST-26ST-23ST-20ST-25ST-2215" RCP15" RCP15" RCP15" RCP15" RCP15" RCP15" RCPST-27NOTES:1.INSULATION SHALL BE INSTALLED AT ALL WATER MAIN& STORM SEWER CROSSINGS WITH LESS THAN 24" OFCLEARANCE, OR AS DIRECTED BY THE ENGINEER.2.CONTRACTOR SHALL VERIFY ALL EXISTINGSTRUCTURE ELEVATIONS & PIPE GRADES PRIOR TOCOMMENCING ANY EXCAVATION.3.SEE SHEET S13 & S14 FOR DETAILED STORM SEWERCROSSING PROFILE INFORMATION.4.CONTRACTOR SHALL FIELD VERIFY WATERMAINLOCATION NEAR STORM SEWER STRUCTURES ASNECESSARY AND AS DIRECTED BY THE ENGINEER.0feetscale30603015DULUTH STREETS2Save: 12/7/2023 1:31 PM sprall Plot: 12/7/2023 2:26 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054S01_Duluth.dwgSRPSRPSDH 140GOLDV 170054I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.STORM SEWER PLANDULUTH STREET2024 PMP5494912/19/2023STEPHEN R PRALL, PEDATELICENSE NO.Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTADULUTH ST.VALDERS AVE. N VALDERS AVE. N WINNETKA AVE. N (CSAH 156)REMOVE 22 LF STORM PIPEREMOVE 54 LF STORM PIPEREMOVE DRAINAGE STRUCTUREREMOVE DRAINAGE STRUCTUREEXISTING R/W (TYP.)GRADING LIMITS (TYP.)NOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.SEE SHEET S1 SEE SHEETS1026' F-FPROPOSED ℄ GRADEEXISTING ℄ GRADEAPPROXIMATE EXCAVATION DEPTHBENCHMARK EL. 946.84TNH SE QUAD DULUTH ST & WINNETKA AVEBENCHMARK EL. 921.53TNH STA. 17+46, 18.6 RTF&I 6" SUBGRADE DRAIN SYSTEM ASDIRECTED BY THE ENGINEER (TYP.)F&I 4" SUMP DRAIN STUB ASDIRECTED BY ENGINEER (TYP.)F&I 6" CLEANOUT (TYP.)CAUTIONEXISTING BURIEDHIGH VOLTAGE540 Profile View of WESTBEND RD900905910915920925930935900905910915920925930935912.2911.8911.8912.1912.4 912.5 912.8 913.2 913.5 913.8 914.2 914.6 915.1 915.8 916.4 917.2 917.9 918.6 912.16911.75911.69911.98912.30 912.63 912.95 913.28 913.61 913.93 914.26 914.58 914.94 915.56 916.48 917.43 918.18 918.7229+5030+0031+0032+0033+0034+0035+0036+0037+0038+0038+509" VSP9" VSP9" VSP9" VSPSTA = 31+58.40TC= 911.93INV. 905.40 (E)INV. 905.38 (W)INV. 907.19 (N)ST-32, 5.2' L 24" RCPSTA = 31+93.04TC= 912.15INV. 905.63 (E)INV. 905.63 (W)INV. 907.76 (S)INV. 907.86 (N)ST-35, 5.2' L STA = 35+18.88 TC= 914.29 INV. 908.35 (E) INV. 908.35 (W) INV. 909.88 (S) INV. 909.98 (N)ST-42, 4.7' L STA = 37+28.82 TC= 916.94 INV. 911.23 (W) INV. 911.32 (E)MH82, 4.7' L18" RCP18" RCP27" RCP27" RCP24" RCP18" RCPSTA = 30+04.63TC= 912.02INV. 903.92 (E)INV. 902.42 (NW)INV. 902.45 (S)MH98, 6.5' LSTA = 30+79.53TC= 911.55INV. 905.04 (E)INV. 905.04 (W)INV. 907.27 (N)INV. 907.15 (S)ST-38, 5.5' L STA = 34+86.41 TC= 914.07 INV. 907.91 (E) INV. 907.61 (W) INV. 908.09 (N)ST-45, 4.7' L 8" PVC8" PVC8 LF 27" RCP *8 LF 27" RCP *8 LF 24" RCP *8 LF 27" RCP *8 LF 18" RCP *8 LF 24" RCP *4' SUMPGGG GGGGGGGGGGGGG36"15"15"34"17"17"17"21"8"FP24"21"38"28"10"26"8"36"III IIIIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>MSB:405MSB:406BIT.BIT.BIT.BIT.BIT.BIT.CONC. CONC.CONC.CONC.CONC.CONC.CONC.CONC.BIT.PAVER WALKLANDSCAPING w/ MULCH LANDSCAPING w/ROCK LANDSCAPINGw/ BRICK EDGINGTREE LINELANDSCAPE EDGINGw/ ROCKLANDSCAPING w/MULCH AND BOULDEREDGINGPAVER WALKW/ STEP 9" VSP9" VSP9" VSP27" RCP27" RCP24" RCP18" RCP24" RCP6" CIP6" CIP6" CIP12" RCP12" RCP12" RCP12" RCP12" RCP12" RCP12" RCP12" RCP12" R C P 42" RCP 6" CIP15" RCP15" RCPSTSTSTSTSTSSSSCOCO18" RCPP-OHP-OHP-OHP-OHT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BUR ABANDONEDGGGGGGG ABANDONEDABANDONEDABANDONED>>>>>>>>>>42" RCPP-OHP-OH P-OHP-OHP-OHP-OH 83102001200020058201820982151940 8070810020008161813181018071IICONC.BIT.CAPP E D CONC.00+3000+3100+3200+3300+3400+3500+3600+3700+38II IIIIII IIIIIIII I>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>CO CO COCOCOCOCOCOSTSTSTSTST00+42 00+43 25+4300+50 00+51 00+60 00+6115" RCP15" RCP15" RCP15" RCP15" RCP15" RCP15" RCP18" RCP18" RCP15" RCP15" RCPMH82MH98ST-42ST-44ST-43ST-41ST-40ST-35ST-34ST-33ST-36ST-37ST-32ST-31ST-30ST-38ST-45NOTES:1.INSULATION SHALL BE INSTALLED AT ALL WATER MAIN& STORM SEWER CROSSINGS WITH LESS THAN 24" OFCLEARANCE, OR AS DIRECTED BY THE ENGINEER.2.CONTRACTOR SHALL VERIFY ALL EXISTINGSTRUCTURE ELEVATIONS & PIPE GRADES PRIOR TOCOMMENCING ANY EXCAVATION.3.SEE SHEET S13 & S14 FOR DETAILED STORM SEWERCROSSING PROFILE INFORMATION.4.CONTRACTOR SHALL FIELD VERIFY WATERMAINLOCATION NEAR STORM SEWER STRUCTURES ASNECESSARY AND AS DIRECTED BY THE ENGINEER.Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTA0feetscale30603015BENCHMARK EL. 916.90WESTBEND ROADS3Save: 12/7/2023 1:29 PM sprall Plot: 12/7/2023 2:27 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054S02_Westbend.dwgSRPSRPSDH 140SW QUAD WESTBEND RD & ORKLA DRGOLDV 170054I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.STORM SEWER PLANWESTBEND ROAD2024 PMP5494912/19/2023STEPHEN R PRALL, PEDATELICENSE NO.WESTBEND RD.WISCONSIN AVE. N WISCONSIN AVE. N ORKLA DR.REMOVE DRAINAGE STRUCTUREREMOVE DRAINAGE STRUCTURE (2)REMOVE 10 LF STORM PIPEREMOVE DRAINAGE STRUCTUREREMOVE DRAINAGESTRUCTURE (2)REMOVE DRAINAGE STRUCTUREREMOVE DRAINAGE STRUCTUREREMOVE 20 LF STORM PIPEREMOVE 29 LF STORM PIPEREMOVE 20 LF STORM PIPEREMOVE 22 LF STORM PIPEREMOVE 28 LF STORM PIPEREMOVE 30 LF STORM PIPEEXISTING R/W (TYP.)GRADING LIMITS (TYP.)NOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.SEE SHEETS6SEE SHEETS8SEE SHEETS5SEE SHEET S4PROPOSED ℄ GRADEEXISTING ℄ GRADE26' F-F26' F-FAPPROXIMATE EXCAVATION DEPTHBENCHMARK EL. 924.00TNH SE QUAD VALDERS AVE & WESTBEND RDREMOVE 24 LF STORM PIPEREMOVE DRAINAGESTRUCTUREF&I 6" SUBGRADE DRAIN SYSTEM ASDIRECTED BY THE ENGINEER (TYP.)F&I 4" SUMP DRAIN STUB ASDIRECTED BY ENGINEER (TYP.)F&I 6" CLEANOUT (TYP.)CONNECT TO EX. STORM PIPE (2)CONNECT TO EX. STORM PIPE (2)CONNECT TO EX. STORM PIPE (2)PROTECT EXISTING MANHOLE.REMOVE CASTING & COVERF&I CASTING AND COVER* FIELD VERIFY AND MATCH EXISTING PIPE TYPE WHENCONNECTING NEW PIPE TO EXISTING PIPE.541 Profile View of WESTBEND RD900905910915920925930935900905910915920925930935918.6 919.1 919.7 918.72 919.05 919.3638+5039+0040+009" VSP9" VSP18" RCPSTA = 84+21.53 TC= 919.58 INV. 914.34 (S) INV. 915.00 (NW) INV. 914.34 (W)ST-60, 5.4' R8" PVC8 LF 18" RCP *GG GG9"11"32"7"18"12"6"I I I IIIII>>>>>>>>>>>>>>>>>>>>>>> > >>>>>>>> BIT. BIT.BIT.CONC. LANDSCAPE EDGINGMODULAR BLOCK RETAINING WALL LANDSCAPINGLANDSCAPEEDGING w/ MULCHMULCH LANDSCAPING w/ BOULDER EDGING 9" VSP8" CIP 9" VSP6" CIP12" RCP12 " R C P 6" CIP SS18" RCPT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURG ABANDONED P-OH P-OH P-OH P-OHP-OHP-BURP-BURP-BURP-BURP-BURHIGH VOLTAGE HIGH VOLTAGE 800080011940 2000 202000+3995+39IIIIICOCO >>>>>>>>>>>>>>>>>>>>>>>>>>>COCOST ST00+83 00+84 00+8515" RCP18" RCP15" RCP15" RCPST-61ST-60ST-62ST-64ST-63NOTES:1.INSULATION SHALL BE INSTALLED AT ALL WATER MAIN& STORM SEWER CROSSINGS WITH LESS THAN 24" OFCLEARANCE, OR AS DIRECTED BY THE ENGINEER.2.CONTRACTOR SHALL VERIFY ALL EXISTINGSTRUCTURE ELEVATIONS & PIPE GRADES PRIOR TOCOMMENCING ANY EXCAVATION.3.SEE SHEET S13 & S14 FOR DETAILED STORM SEWERCROSSING PROFILE INFORMATION.4.CONTRACTOR SHALL FIELD VERIFY WATERMAINLOCATION NEAR STORM SEWER STRUCTURES ASNECESSARY AND AS DIRECTED BY THE ENGINEER.Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTA0feetscale30603015BENCHMARK EL. 924.00TNH SE QUAD VALDERS AVE & WESTBEND RDWESTBEND ROADS4Save: 12/7/2023 1:29 PM sprall Plot: 12/8/2023 8:04 AM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054S02_Westbend.dwgSRPSRPSDH 140GOLDV 170054I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.STORM SEWER PLANWESTBEND ROAD2024 PMP5494912/19/2023STEPHEN R PRALL, PEDATELICENSE NO.SEE SHEETWESTBEND RD.VALDERS AVE N S10GRADING LIMITS (TYP.)EXISTING R/W (TYP.)NOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.SEE SHEETS10SEE SHEET S3 PROPOSED ℄ GRADEEXISTING ℄ GRADE26' F-FAPPROXIMATE EXCAVATION DEPTHBENCHMARK EL. 916.90SW QUAD WESTBEND RD & ORKLA DRF&I 6" SUBGRADE DRAIN SYSTEM ASDIRECTED BY THE ENGINEER (TYP.)F&I 4" SUMP DRAIN STUB ASDIRECTED BY ENGINEER (TYP.)F&I 6" CLEANOUT (TYP.)CONNECT TO EX. STORM PIPE* FIELD VERIFY AND MATCH EXISTING PIPE TYPE WHENCONNECTING NEW PIPE TO EXISTING PIPE.542 890895900905910915920925890895900905910915920925906.7 907.0 908.1 909.1 910.1 910.8 911.9 906.48 906.80 907.92 909.03 910.03 910.98 911.8939+5040+0041+0042+0043+0043+509" VSP42" RCPSTA = 40+13.19 TC= 906.30 INV. 900.32 (NE) INV. 899.29 (N) INV. 900.20 (W) INV. 898.96 (SE)MH102, 5.6' R 42" RCP42" RCPSTA = 40+37.46 TC= 906.47 INV. 901.40 (E) INV. 899.54 (N) INV. 899.54 (S) INV. 902.07 (W)ST-10, 5.5' R STA = 30+04.63 TC= 912.02 INV. 903.92 (E) INV. 902.42 (NW) INV. 902.45 (S)MH98, 6.5' L8" PVCFOFOFOFOGGGG20" 24"42" 5" 10" 18" 14"IIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>MSB:404MSB:401 G>>>BIT.CONC.CONC.BIT.CONC.BIT.LANDSCAPING w/TIN EDGINGII9" VSP9" VSP18" RCP27" RCP27" RCP6" CIP6" CIP6" CIP12" RCP12" RCP12" RCP42" RCP>>>I8" PVC15" RCP42" RCP42" RCP42" RCP15" RCP15" RCPXCT-BURT-BURT-BURT-BURT-BURT-BURSTSTSTSSST-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURTV-BURTV-BURGGGGGGGGABANDONEDP-OHP-OHP-OH>>>>>>>>>>>>>>42" RCP15" RCPSTP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OH823183158345834019358305200519401900IICONC.BIT.CONC.BIT.CONC.BIT.CONC.CONC.CONC.00+4000+4100+4200+43IIII>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >>COCOSTST00+1000+11 00+30 00+31 ST-30ST-3115" RCPST-1018" RCPST-1118" RCPST-1215" RCPST-1315" RCPMH98MH102ST-38ST-16NOTES:1.INSULATION SHALL BE INSTALLED AT ALL WATER MAIN& STORM SEWER CROSSINGS WITH LESS THAN 24" OFCLEARANCE, OR AS DIRECTED BY THE ENGINEER.2.CONTRACTOR SHALL VERIFY ALL EXISTINGSTRUCTURE ELEVATIONS & PIPE GRADES PRIOR TOCOMMENCING ANY EXCAVATION.3.SEE SHEET S13 & S14 FOR DETAILED STORM SEWERCROSSING PROFILE INFORMATION.4.CONTRACTOR SHALL FIELD VERIFY WATERMAINLOCATION NEAR STORM SEWER STRUCTURES ASNECESSARY AND AS DIRECTED BY THE ENGINEER.0feetscale30603015WISCONSIN AVENUE NS5Save: 12/7/2023 1:27 PM sprall Plot: 12/7/2023 2:28 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054S03_Wisconsin (S).dwgSRPSRPSDH 140GOLDV 170054I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.STORM SEWER PLANWISCONSIN AVENUE N2024 PMP5494912/19/2023STEPHEN R PRALL, PEDATELICENSE NO.Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTAWESTBEND RD. DULUTH ST.WISCONSIN AVE. NWISCONSIN AVE. NREMOVE DRAINAGESTRUCTUREREMOVE 21 LF STORM PIPEEXISTING R/W (TYP.)GRADING LIMITS (TYP.)NOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.SEE SHEETS3SEE SHEETS1PROPOSED ℄ GRADEEXISTING ℄ GRADE26' F-FAPPROXIMATE EXCAVATION DEPTHBENCHMARK EL. 909.97TNH NW QUAD DULUTH ST & WISCONSIN AVEBENCHMARK EL. 916.90SW QUAD WESTBEND RD & ORKLA DRF&I 6" SUBGRADE DRAIN SYSTEM ASDIRECTED BY THE ENGINEER (TYP.)F&I 4" SUMP DRAIN STUB ASDIRECTED BY ENGINEER (TYP.)F&I 6" CLEANOUT (TYP.)SUMP DRAIN STUB INSTALLED ON PREVIOUS PROJECT.VERIFY WITH ENGINEER PRIOR TO INSTALLING NEWSUMP DRAIN STUB OFF WISCONSIN AVE. N543 900905910915920925930935900905910915920925930935912.1913.3914.7916.8919.3 922.4 925.5 928.7 931.5 933.7 935.8 936.5 937.1 936.7 935.8 934.6 933.3 932.2 912.01912.52914.38916.58919.23 922.22 925.22 928.23 931.23 933.79 935.61 936.68 937.00 936.58 935.51 934.34 933.17 932.0149+5050+0051+0052+0053+0054+0055+0056+0057+0058+0058+509" VSP9" VSP9" VSPSTA = 50+05.18TC= 911.93INV. 905.40 (E)INV. 905.38 (W)INV. 907.19 (N)ST-32, 3.0' R34 LF 15" RCP Class V @ 1.00%STA = 50+37.53TC= 911.87INV. 907.63 (W)INV. 907.53 (S)ST-33, 13.0' R 8" PVC8" PVCGGGGGGGGGGGGGGGGG8X7" 8X2" 23" 20" 8" 10" 6" 2" 4X4" 14" 1" 3" 36" 28" 24"38"28"26"8"36"23"IIIIIIIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>MSB:407MSB:411BIT.BIT.BIT.BIT.BIT.BIT.BIT.BIT.PAVERSBIT.CONC.CONC.CONC.CONC.CONC.CONC.CONC.ROCK LANDSCAPINGTIMBER RETAININGWALLBRICK LANDSCAPINGW/ LIGHTPOLEBLOCK LANDSCAPINGw/ LIGHT POLETIMBER RETAINING WALLw/ MULCH LANDSCAPINGLANDSCAPING EDGINGw/ MULCHDECORATIVE FENCE ANDLANDSCAPING w/ MULCH LANDSCAPING w/ MULCHLANDSCAPE EDGINGw/ ROCKPAVER WALKLANDSCAPING w/ MULCHPAVER WALKW/ STEP9" VSP9" VSP9" VSP9" VSP9" VSP27" RCP27" RCP24" RCP6" CIP6" CIP6" CIP6" CIP12" RCP12" RCP12" RCP12" RCP12" RCPSTSTSSSSCOT-BURABANDONEDABANDONEDABANDONEDABANDONEDABANDONEDABANDONEDABANDONEDGGGABANDONEDABANDONED2220220021602140212020402020200020052025204521252145216522052223IICAPPED00+5000+5100+5200+5300+5400+5500+5600+5700+58IIIIIIIIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>COCOCOCOCOCOCOCOSTSTSTST-3715" RCPST-36ST-3515" RCP15" RCPST-32ST-33ST-3415" RCP00+3100+32 NOTES:1.INSULATION SHALL BE INSTALLED AT ALL WATER MAIN& STORM SEWER CROSSINGS WITH LESS THAN 24" OFCLEARANCE, OR AS DIRECTED BY THE ENGINEER.2.CONTRACTOR SHALL VERIFY ALL EXISTINGSTRUCTURE ELEVATIONS & PIPE GRADES PRIOR TOCOMMENCING ANY EXCAVATION.3.SEE SHEET S13 & S14 FOR DETAILED STORM SEWERCROSSING PROFILE INFORMATION.4.CONTRACTOR SHALL FIELD VERIFY WATERMAINLOCATION NEAR STORM SEWER STRUCTURES ASNECESSARY AND AS DIRECTED BY THE ENGINEER.0feetscale30603015WISCONSIN AVENUE NS6Save: 12/7/2023 1:19 PM sprall Plot: 12/7/2023 2:29 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054S04_Wisconsin (N).dwgSRPSRPSDH 140GOLDV 170054I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.STORM SEWER PLANWISCONSIN AVENUE N2024 PMP5494912/19/2023STEPHEN R PRALL, PEDATELICENSE NO.Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTAWISCONSIN AVE. NWESTBEND RD.REMOVE DRAINAGE STRUCTUREREMOVE DRAINAGE STRUCTUREREMOVE 31 LF STORM PIPEEXISTING R/W (TYP.)GRADING LIMITS (TYP.)NOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.SEE SHEETS3SEE SHEETS3SEE SHEET S7PROPOSED ℄ GRADEEXISTING ℄ GRADE26' F-FAPPROXIMATE EXCAVATION DEPTHBENCHMARK EL. 935.14TNH STA. 58+73, 19' LTBENCHMARK EL. 925.35TNH STA. 52+50,19.0' LTF&I 6" SUBGRADE DRAIN SYSTEM ASDIRECTED BY THE ENGINEER (TYP.)F&I 4" SUMP DRAIN STUB ASDIRECTED BY ENGINEER (TYP.)F&I 6" CLEANOUT (TYP.)544 910915920925930935940945910915920925930935940945932.2 931.0 929.8 928.5 932.01 930.84 929.80 928.6758+5059+0060+0060+509" VSP8" PVCG12" 10" 13" 7" 13" 9" 18" 42"III>>>>>>>>>>>>BIT.BIT.LANDSCAPINGw/ MULCHBLOCK LANDSCAPE EDGINGw/ MULCH AND LIGHTPOLEROCK LANDSCAPING6" CIP12" PVC6" CIPIIIII8" PVCSSPAVER WALKGGGGGGGABANDONEDGABANDONED>>>>>>>>> >>>>>>>>>>>IST8345222322502255825000+5900+6050+60II>>>>>>>>>>>>>>>>>>COCOCB10CB11NOTES:1.INSULATION SHALL BE INSTALLED AT ALL WATER MAIN& STORM SEWER CROSSINGS WITH LESS THAN 24" OFCLEARANCE, OR AS DIRECTED BY THE ENGINEER.2.CONTRACTOR SHALL VERIFY ALL EXISTINGSTRUCTURE ELEVATIONS & PIPE GRADES PRIOR TOCOMMENCING ANY EXCAVATION.3.SEE SHEET S13 & S14 FOR DETAILED STORM SEWERCROSSING PROFILE INFORMATION.4.CONTRACTOR SHALL FIELD VERIFY WATERMAINLOCATION NEAR STORM SEWER STRUCTURES ASNECESSARY AND AS DIRECTED BY THE ENGINEER.0feetscale30603015WISCONSIN AVENUE NS7Save: 12/7/2023 1:19 PM sprall Plot: 12/7/2023 2:30 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054S04_Wisconsin (N).dwgSRPSRPSDH 140GOLDV 170054I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.STORM SEWER PLANWISCONSIN AVENUE N2024 PMP5494912/19/2023STEPHEN R PRALL, PEDATELICENSE NO.Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTA23R D A V E . NWISCONSIN AVE. NEXISTING R/W (TYP.)GRADING LIMITS (TYP.)NOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.SEE SHEET S6PROPOSED ℄ GRADEEXISTING ℄ GRADE26' F-FAPPROXIMATE EXCAVATION DEPTHBENCHMARK EL. 935.14TNH STA. 58+73, 19' LTBENCHMARK EL. 925.35TNH STA. 52+50,19.0' LTF&I 6" SUBGRADE DRAIN SYSTEM ASDIRECTED BY THE ENGINEER (TYP.)F&I 4" SUMP DRAIN STUB ASDIRECTED BY ENGINEER (TYP.)F&I 6" CLEANOUT (TYP.)CONNECT SUBGRADE DRAIN SYSTEMTO EXISTING SUBGRADE DRAINSYSTEM STUB (2)SUMP DRAIN STUB INSTALLED ON PREVIOUS PROJECT.VERIFY WITH ENGINEER PRIOR TO INSTALLING NEWSUMP DRAIN STUB OFF WISCONSIN AVE. N545 900905910915920925930935900905910915920925930935914.0913.9914.2914.4914.8 915.1 915.6 916.0 916.7 917.2 917.8 918.8 920.1 921.3 922.4 923.2 923.5 923.5 914.14913.76914.01914.26914.64 915.16 915.67 916.19 916.70 917.34 918.14 919.10 920.24 921.42 922.42 922.98 923.40 923.5859+5060+0061+0062+0063+0064+0065+0066+0067+0068+0068+509" VSP9" VSP9" VSPSTA = 34+86.41TC= 914.07INV. 907.91 (E)INV. 907.61 (W)INV. 908.09 (N)ST-45, 4.7' L34 LF 18" RCP Class III @ 2.50%STA = 60+37.61TC= 913.39INV. 909.13 (W)INV. 909.04 (N)INV. 908.94 (S)ST-40, 13.0' R302 LF 18" RCP Class III @ 0.66%STA = 63+39.54 TC= 915.85 INV. 911.12 (N) INV. 911.02 (S) INV. 911.12 (E)ST-50, 13.0' R 55 LF 15" RCP Class V @ 1.70%STA = 63+94.68 TC= 916.34 INV. 912.16 (W) INV. 912.06 (S)ST-51, 13.0' R 8" PVC8" PVCFOFOFOFOFOFOFOFOFOFOGGGGGGGGGGGGGGGGGGGG28" 18" 10"12" 28" 18" 20" 23" 20" 13" 20" 4" 4X3" 19" 7" 15"28"4"23" 16" 17"17"21" 17" 9" 30" 10"9"24" 44" 27"IIIIIIIIIII>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>MSB:405G MSB:408BIT.BIT.BIT.BIT.BIT.BIT.BIT.BIT.BIT.BIT.BIT.CONC.CONC.CONC.CONC.CONC.CONC.LANDSCAPING w/EDGINGLANDSCAPINGw/ EDGINGMULCH LANDSCAPINGw/ BRICK EDGINGLANDSCAPINGw/ TIMBEREDGINGLANDSCAPING w/MODULARBLOCK EDGINGTIMBER FENCEw/ LANDSCAPINGLANDSCAPINGTREE LINE9" VSP9" VSP9" VSP24" RCP18" RCP6" CIP6" CIP6" CIP12" RCP12" RCP12" RCP12" RCP9" VSP6" CIPIIIIIIIISTSSSCOCOCOABANDONEDABANDONEDABANDONEDABANDONEDABANDONEDABANDONED>>>>>>>>>>>>>>20012021204121252145215522052225215021408140220022202020200000+6000+6100+6200+6300+6400+6500+6600+6700+68IIIIIIIIIIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>COCOCOCOCOCOCOCOCOSTSTST00+3400+3500+36 00 00+92 42+92ST-4415" RCPST-42ST-4315" RCP18" RCP15" RCP18" RCPST-40ST-41ST-50ST-53ST-5415" RCP15" RCPST-5115" RCPST-5215" RCPST-45NOTES:1.INSULATION SHALL BE INSTALLED AT ALL WATER MAIN& STORM SEWER CROSSINGS WITH LESS THAN 24" OFCLEARANCE, OR AS DIRECTED BY THE ENGINEER.2.CONTRACTOR SHALL VERIFY ALL EXISTINGSTRUCTURE ELEVATIONS & PIPE GRADES PRIOR TOCOMMENCING ANY EXCAVATION.3.SEE SHEET S13 & S14 FOR DETAILED STORM SEWERCROSSING PROFILE INFORMATION.4.CONTRACTOR SHALL FIELD VERIFY WATERMAINLOCATION NEAR STORM SEWER STRUCTURES ASNECESSARY AND AS DIRECTED BY THE ENGINEER.0feetscale30603015ORKLA DRIVES8Save: 12/7/2023 1:16 PM sprall Plot: 12/7/2023 2:31 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054S05_Orkla.dwgSRPSRPSDH 140GOLDV 170054I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.STORM SEWER PLANORKLA DRIVE2024 PMP5494912/19/2023STEPHEN R PRALL, PEDATELICENSE NO.Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTAORKLA DR.WINNETKA HEIGHTS DR. WESTBEND RD.GRADING LIMITS (TYP.)EXISTING R/W (TYP.)REMOVE DRAINAGE STRUCTUREREMOVE DRAINAGE STRUCTUREREMOVE 30 LF STORM PIPENOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.SEE SHEETS3SEE SHEETS3SEE SHEETS11SEE SHEET S9PROPOSED ℄ GRADEEXISTING ℄ GRADE26' F-FAPPROXIMATE EXCAVATION DEPTHBENCHMARK EL. 919.36TNH STA. 63+59, 18.1' LT BENCHMARK EL. 916.90SW QUAD WESTBEND RD & ORKLA DRF&I 6" SUBGRADE DRAIN SYSTEM ASDIRECTED BY THE ENGINEER (TYP.)F&I 4" SUMP DRAIN STUB ASDIRECTED BY ENGINEER (TYP.)F&I 6" CLEANOUT (TYP.)546 905910915920925930935940905910915920925930935940923.5 923.2 922.7 922.2 923.58 923.23 922.69 922.1468+5069+0070+0070+508" PVCGGG15" 13"13X2" 18" 24" 23">>>>>>>>>>>>>>MSB:412BIT.BIT.CONC.CONC.CONC.CONC.LANDSCAPE EDGING w/ ROCK6" CIP12" PVC8" CIPIIIIIII8" PVCSGGGGGGGGGGGABANDONED>>>>>>>>>>>>>>>>>>>>22558180814081002250222000+6900+7026.54+70I>>>>>>>>>>>>>COCOCB23CB22NOTES:1.INSULATION SHALL BE INSTALLED AT ALL WATER MAIN& STORM SEWER CROSSINGS WITH LESS THAN 24" OFCLEARANCE, OR AS DIRECTED BY THE ENGINEER.2.CONTRACTOR SHALL VERIFY ALL EXISTINGSTRUCTURE ELEVATIONS & PIPE GRADES PRIOR TOCOMMENCING ANY EXCAVATION.3.SEE SHEET S13 & S14 FOR DETAILED STORM SEWERCROSSING PROFILE INFORMATION.4.CONTRACTOR SHALL FIELD VERIFY WATERMAINLOCATION NEAR STORM SEWER STRUCTURES ASNECESSARY AND AS DIRECTED BY THE ENGINEER.Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTA0feetscale30603015ORKLA DRIVES9Save: 12/7/2023 1:16 PM sprall Plot: 12/7/2023 2:31 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054S05_Orkla.dwgSRPSRPSDH 140GOLDV 170054I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.STORM SEWER PLANORKLA DRIVE2024 PMP5494912/19/2023STEPHEN R PRALL, PEDATELICENSE NO.ORKLA DR.23RD AVE. NGRADINGLIMITS(TYP.)EXISTING R/W (TYP.)NOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.SEE SHEET S8 PROPOSED ℄ GRADEEXISTING ℄ GRADE26' F-FAPPROXIMATE EXCAVATION DEPTHBENCHMARK EL. 919.36TNH STA. 63+59, 18.1' LT F&I 6" SUBGRADE DRAIN SYSTEM ASDIRECTED BY THE ENGINEER (TYP.)F&I 6" CLEANOUT (TYP.)CONNECT SUBGRADE DRAIN SYSTEM TOEXISTING CATCH BASIN (2)ADJUST FRAME AND RING CASTING (2)SUMP DRAIN STUB INSTALLED ON PREVIOUS PROJECT.VERIFY WITH ENGINEER PRIOR TO INSTALLING NEWSUMP DRAIN STUB OFF ORKLA DR.SUMP DRAIN STUB INSTALLED ON PREVIOUS PROJECT.VERIFY WITH ENGINEER PRIOR TO INSTALLING NEWSUMP DRAIN STUB OFF ORKLA DR.547 Profile View of VALDERS AVE N AND WINNETKA HEIGHTS905910915920925930935940905910915920925930935940923.8924.2924.3923.6922.4 921.2 920.1 919.8 920.0 920.9 922.5 923.9 925.0 925.7 925.5 923.75924.03923.88923.26922.04 920.80 919.92 919.63 919.93 920.82 922.27 923.70 924.75 925.58 924.9780+5081+0082+0083+0084+0085+0086+0087+0087+509" VSP9" VSP38 LF 15" RCP Class V @ 1.77%27 LF 18" RCP Class III @ 1.00%15" RCP76 LF 15" RCP Class V @ 0.55%8" PVC8" PVCSTA = 84+55.31 TC= 919.68INV. 915.68 (SE)ST-61, 13.0' L STA = 84+21.53 TC= 919.58 INV. 914.34 (S) INV. 915.00 (NW) INV. 914.34 (W)ST-60, 5.4' R STA = 83+94.56 TC= 919.53 INV. 914.60 (S) INV. 915.12 (SW) INV. 914.60 (N) INV. 915.15 (E)ST-62, 5.2' R STA = 81+38.41TC= 923.83INV. 917.16 (S)INV. 919.38 (E)INV. 917.16 (N)INV. 919.42 (W)ST-20, 3.4' RSTA = 80+62.28TC= 923.58INV. 919.01 (E)INV. 918.88 (W)INV. 917.58 (N)INV. 917.58 (S)ST-23, 3.2' R FOFOFOFOFOFOFOFOFOGGGGGGGGGGGGTTTEECTRL20"20"20"24"30"28"12"2"1"28"18"18"8" 4"6"14" 24"18" 18"18"6"4" 8X3" 32" 14" 13" 36" 11" 9" 9" 11" 32" 7" 4" 12" 3" 18" 12" 6" 8"IIIIIIIIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>MSB:409>>>>BIT.BIT.BIT.BIT.BIT.BIT.CONC.CONC.CONC.CONC.CONC.CONC.TREE LINECROSS HATCHED FENCEAND LANDSCAPING w/ ROCKTREE LINELANDSCAPING w/MULCH AND MODULARBLOCK/BRICKRETAINING WALLLANDSCAPE EDGINGMODULAR BLOCKRETAINING WALLLANDSCAPINGLANDSCAPEEDGING w/ MULCHMULCH LANDSCAPINGw/ BOULDER EDGINGI9" VSP9" VSP8" CIP9" VSP9" VSP15" RCP12" RCP12" RCP12" RCP12" RCP12" RCP12" RCP12" RCP12" RCP6" CIP6" CIP9" VSPIXCT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURP-BURSTSSSSS18" RCPT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURFOFOFOFOFOT-BURT-BURT-BURT-BURT-BURTV-BURTV-BURTV-BURGGABANDONEDFOFOFOFOP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURHIGH VOLTAGEHIGH VOLTAGEHIGH VOLTAGEHIGH VOLTAGEP-BURHIGH VOLTAGEHIGH VOLTAGE20418000800180008001189019201940200020202030204020508000CONC.BIT.CONC.BIT.00+8100+8200+8300+8400+8500+8600+8700+88 IIIIIIIIIIIIIIICOCO>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > >>>>>COCOCOCOCOCOCOCOCO>>>>>>>>>>STSTSTST00+1900+2000+21 00+3915" RCPST-2715" RCP15" RCP18" RCP15" RCP15" RCP15" RCP15" RCP15" RCP15" RCP15" RCPST-20ST-63ST-64ST-62ST-60ST-61ST-26ST-21ST-23ST-24ST-22ST-25NOTES:1.INSULATION SHALL BE INSTALLED AT ALL WATER MAIN& STORM SEWER CROSSINGS WITH LESS THAN 24" OFCLEARANCE, OR AS DIRECTED BY THE ENGINEER.2.CONTRACTOR SHALL VERIFY ALL EXISTINGSTRUCTURE ELEVATIONS & PIPE GRADES PRIOR TOCOMMENCING ANY EXCAVATION.3.SEE SHEET S13 & S14 FOR DETAILED STORM SEWERCROSSING PROFILE INFORMATION.4.CONTRACTOR SHALL FIELD VERIFY WATERMAINLOCATION NEAR STORM SEWER STRUCTURES ASNECESSARY AND AS DIRECTED BY THE ENGINEER.Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTA0feetscale30603015VALDERS AVENUE NS10Save: 12/7/2023 1:14 PM sprall Plot: 12/8/2023 8:02 AM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054S06_Valders (S) WinHts.dwgSRPSRPSDH 140GOLDV 170054I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.STORM SEWER PLANVALDERS AVENUE N2024 PMP5494912/19/2023STEPHEN R PRALL, PEDATELICENSE NO.VALDERS AVE NWESTBEND RD. DULUTH ST. WINNETKA HEIGHTS DR.REMOVE DRAINAGE STRUCTUREREMOVE DRAINAGE STRUCTUREREMOVE DRAINAGE STRUCTUREREMOVE DRAINAGE STRUCTUREREMOVE DRAINAGE STRUCTUREREMOVE DRAINAGE STRUCTUREREMOVE DRAINAGESTRUCTUREREMOVE 33 LF STORM PIPEREMOVE 11 LF STORM PIPEREMOVE 42 LF STORM PIPEREMOVE 17 LF STORM PIPEREMOVE 20 LF STORM PIPEREMOVE 30 LFSTORM PIPEREMOVE 22 LF STORM PIPEGRADING LIMITS (TYP.)EXISTING R/W (TYP.)NOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.SEE SHEETS2SEE SHEETS11SEE SHEETS2SEE SHEETS3PROPOSED ℄ GRADEEXISTING ℄ GRADE26' F-FAPPROXIMATE EXCAVATION DEPTHBENCHMARK EL. 929.18TNH NE QUAD VALDERS AVE & WINNETKA HEIGHTS DRBENCHMARK EL. 924.00TNH SE QUAD VALDERS AVE & WESTBEND RDREMOVE DRAINAGE STRUCTUREF&I 6" SUBGRADE DRAIN SYSTEM ASDIRECTED BY THE ENGINEER (TYP.)F&I 4" SUMP DRAIN STUB ASDIRECTED BY ENGINEER (TYP.)F&I 6" CLEANOUT (TYP.)CAUTIONEXISTING BURIEDHIGH VOLTAGECAUTIONEXISTING BURIEDHIGH VOLTAGECAUTIONEXISTING BURIEDHIGH VOLTAGEREMOVE DRAINAGE STRUCTUREREMOVE 76 LF STORM PIPE548 Profile View of VALDERS AVE N AND WINNETKA HEIGHTS905910915920925930935940905910915920925930935940925.5 923.2 921.1 919.5 918.4 917.9 917.5 917.2 916.9 916.3 924.97 922.57 920.29 918.88 918.18 917.56 917.21 916.96 916.66 916.10 87+5088+0089+0090+0091+0092+0092+509" VSP9" VSP8" PVC8" PVCFOFOFOFOFOFOFOFOFO GGGGGGGGG G G G4"6"14"24"18"18"18"6"4"8X3"32"14"13"19"20"7"36"28"4"16"17"9"30"10"9"24"20"36"12"4"26"8"19"44"27"I IIIIIIIIIII III >>>>>>>>>>>>>>>>>>>>>>>>>>>MSB:409 MSB:410MSB:408 BIT.BIT. BIT.BIT.BIT.BIT.BIT.CONC.CONC.CONC.CONC. TREE LINE CROSS HATCHED FENCE AND LANDSCAPING w/ ROCK TREE LINE LANDSCAPING w/ MULCH AND MODULAR BLOCK/BRICK RETAINING WALL 9" VSP9" VSP6" CIP6" CIP 6" CIP 6" CIP 9" VSPI XWD SSSCOST-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BUR ABANDONED ABANDONEDGABANDONED>>>>P-OH P-OH P-OH P-OHP-OHP-OHP-OHP-OHP-OHP-OHP-BUR P-BURP-BURP-BURP-BUR P-BURHIGH VOLTAGEHIGH VOLTAGE HIGH VOLTAGE8140202081018071 2041205080002105VALVE BOX PAVED OVER 00+87 00+8800+8900+9000+9100+9242+92IIIIIIIIIIII I I III>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>COCO COCOCO CO CO CO CO COCOST00+62 00+63 00+64 00+100 101ST-5018" RCP 15" RCP15" RCPST-5415" RCPST-5315" RCPST-52ST-51NOTES:1.INSULATION SHALL BE INSTALLED AT ALL WATER MAIN& STORM SEWER CROSSINGS WITH LESS THAN 24" OFCLEARANCE, OR AS DIRECTED BY THE ENGINEER.2.CONTRACTOR SHALL VERIFY ALL EXISTINGSTRUCTURE ELEVATIONS & PIPE GRADES PRIOR TOCOMMENCING ANY EXCAVATION.3.SEE SHEET S13 & S14 FOR DETAILED STORM SEWERCROSSING PROFILE INFORMATION.4.CONTRACTOR SHALL FIELD VERIFY WATERMAINLOCATION NEAR STORM SEWER STRUCTURES ASNECESSARY AND AS DIRECTED BY THE ENGINEER.Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTA0feetscale30603015WINNETKA HEIGHTS DRIVES11Save: 12/7/2023 1:14 PM sprall Plot: 12/7/2023 2:32 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054S06_Valders (S) WinHts.dwgSRPSRPSDH 140GOLDV 170054I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.STORM SEWER PLANWINNETKA HEIGHTS DRIVE2024 PMP5494912/19/2023STEPHEN R PRALL, PEDATELICENSE NO.ORKLA DR.WINNETKA HEIGHTS DR.VALDERS AVE. N VALDERS AVE. N EXISTING R/W (TYP.)GRADING LIMITS (TYP.)NOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.SEE SHEETS8SEE SHEETS12SEE SHEETS10SEE SHEETS826' F-FPROPOSED ℄ GRADEEXISTING ℄ GRADEAPPROXIMATE EXCAVATION DEPTHBENCHMARK EL. 919.36TNH W QUAD ORKLA DR & WINNETKA HEIGHTS DRBENCHMARK EL. 929.18TNH NE QUAD VALDERS AVE & WINNETKA HEIGHTS DRF&I 6" SUBGRADE DRAIN SYSTEM ASDIRECTED BY THE ENGINEER (TYP.)F&I 4" SUMP DRAIN STUB ASDIRECTED BY ENGINEER (TYP.)F&I 6" CLEANOUT (TYP.)CAUTIONEXISTING BURIEDHIGH VOLTAGE549 895900905910915920925930895900905910915920925930918.8918.7918.2917.3 915.8 914.5 913.2 912.4 911.7 911.5 911.2 910.9 910.5 910.1 918.49918.05917.49916.56 915.49 914.22 912.96 912.20 911.79 911.38 911.13 910.78 910.3899+50100+00101+00102+00103+00104+00105+00106+00107+0010" VCP10" VCPSTA = 102+94.71 TC= 912.75INV. 908.75 (N)ST-73, 13.0' R76 LF 15" RCP Class V @ 1.12%STA = 103+71.17 TC= 911.88 INV. 907.76 (E) INV. 907.76 (SW) INV. 907.76 (N)ST-70, 7.0' R 257 LF 15" RCP Class V @ 0.40%STA = 106+28.30 TC= 909.89 INV. 906.73 (S) INV. 906.19 (W) INV. 906.19 (E) INV. 906.09 (N)MH33, 6.9' R 15" RCP8" PVC8" PVCSTA = 103+71.18 TC= 911.70 INV. 907.89 (S) INV. 907.79 (W)ST-72, 13.0' R4' SUMP(ST-72)T-BURGGGGGGGGGGGG8X3"32"14"13"19"20"32"32"28"24X2" 32" 24" 16" 28" 16" 20"36"12"4"26"8"19"IIIIIIIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>MSB:413BIT.BIT.BIT.BIT.BIT.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC. WALKLANDSCAPING w/ BOULDER EDGINGLANDSCAPING w/STACKED BRICK EDGINGCROSS HATCHED FENCEAND LANDSCAPING w/ ROCK12" PVC9" VSP9" VSP9" VSP12" RCP12" RCP6" CIP6" CIP6" CIP6" DIP12" RCP12" RCPIIIII8" PVCXWDSTSSSSCOSCOCOT-BURT-BURT-BURGGGGGGGABANDONEDABANDONEDABANDONEDABANDONEDABANDONED>>>>>>>>>>>>>>>>>>>>STP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURHIGH VOLTAGEHIGH VOLTAGEHIGHVOLTAGEHIGH VOLTAGE225022552225220522002220214021308101807120418000210521352145T-BURT-BURT-BURT-BURVALVE BOX PAVED OVER00+10000+10100+10200+10300+10400+10500+10667+106IIIIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>COCOCOCOCOCOCOST00+20000+201 00+88 00+89 00+90 ST-73ST-71ST-70ST-7215" RCP15" RCP15" RCP15" RCPMH33CB32CB31NOTES:1.INSULATION SHALL BE INSTALLED AT ALL WATER MAIN& STORM SEWER CROSSINGS WITH LESS THAN 24" OFCLEARANCE, OR AS DIRECTED BY THE ENGINEER.2.CONTRACTOR SHALL VERIFY ALL EXISTINGSTRUCTURE ELEVATIONS & PIPE GRADES PRIOR TOCOMMENCING ANY EXCAVATION.3.SEE SHEET S13 & S14 FOR DETAILED STORM SEWERCROSSING PROFILE INFORMATION.4.CONTRACTOR SHALL FIELD VERIFY WATERMAINLOCATION NEAR STORM SEWER STRUCTURES ASNECESSARY AND AS DIRECTED BY THE ENGINEER.Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTA0feetscale30603015VALDERS AVENUE NS12Save: 12/7/2023 12:30 PM sprall Plot: 12/8/2023 8:10 AM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054S07_Valders (N).dwgSRPSRPSDH 140GOLDV 170054I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.STORM SEWER PLANVALDERS AVENUE N2024 PMP5494912/19/2023STEPHEN R PRALL, PEDATELICENSE NO.WINNETKA HEIGHTS DR.VALDERS AVE. NVALDERS CT. 23RD ST. NGRADING LIMITS (TYP.)EXISTING R/W (TYP.)NOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.SEE SHEETS11SEE SHEETS11PROPOSED ℄ GRADEEXISTING ℄ GRADE26' F-FAPPROXIMATE EXCAVATION DEPTHBENCHMARK EL. 916.45TNH W QUAD VALDERS AVE & VALDERS CT.BENCHMARK EL. 929.18TNH NE QUAD VALDERS AVE & WINNETKA HEIGHTS DRREMOVE DRAINAGE STRUCTUREREMOVE 30 LF STORM PIPEREMOVE DRAINAGE STRUCTURE (2)REMOVE 9 LF STORM PIPEREMOVE DRAINAGE STRUCTUREREMOVE 63 LF STORM PIPEREMOVE 261 LF STORM PIPEF&I 6" SUBGRADE DRAIN SYSTEM ASDIRECTED BY THE ENGINEER (TYP.)F&I 4" SUMP DRAIN STUB ASDIRECTED BY ENGINEER (TYP.)F&I 6" CLEANOUT (TYP.)CAUTIONEXISTING BURIEDHIGH VOLTAGECAUTIONEXISTING BURIEDHIGH VOLTAGECAUTIONEXISTING BURIEDHIGH VOLTAGECONNECT SUBGRADE DRAIN SYSTEM TOEXISTING CATCH BASIN (2)ADJUST FRAME AND RING CASTING (2)CONNECT TO MANHOLE.VERIFY INVERTSUMP DRAIN STUB INSTALLED ON PREVIOUS PROJECT.VERIFY WITH ENGINEER PRIOR TO INSTALLING NEWSUMP DRAIN STUB OFF VALDERS AVE. NSUMP DRAIN STUB INSTALLED ON PREVIOUS PROJECT.VERIFY WITH ENGINEER PRIOR TO INSTALLING NEWSUMP DRAIN STUB OFF VALDERS AVE. N550 ST-11 TO ST-16895900905910915920895900905910915920STA = 40+37.46TC= 906.26INV. 902.26 (E)ST-16, 13.0' L19 LF 15" RCP Class V @ 1.00%INV. 901.40 (E)INV. 899.54 (N)INV. 899.54 (S)INV. 902.07 (W)7 LF 18" RCP Class III @ 2.00%INV. 901.65 (SE)INV. 901.55 (W)STA = 40+37.46TC= 906.47ST-10, 5.5' RSTA = 40+37.48TC= 906.27ST-11, 13.0' R8" PVC WM9" VCPST-12 TO ST-138959009059109159208959009059109159208" PVC WM9" VCPSTA = 11+00.88 TC= 906.90 INV. 902.61 (NW) INV. 902.71 (S) INV. 902.71 (E)ST-12, 13.0' L 26 LF 15" RCP Class III @ 1.00%STA = 11+05.46 TC= 906.97INV. 902.97 (N)ST-13, 13.0' R ST-15 TO ST-149059109159209259309059109159209259308" PVC WM9" VCPSTA = 14+76.82 TC= 914.09INV. 910.09 (N)ST-15, 13.0' R 26 LF 15" RCP Class V @ 1.00%STA = 14+76.82 TC= 914.09 INV. 909.83 (S) INV. 909.73 (W)ST-14, 13.0' L ST-25 TO ST-269159209259309359409159209259309359408" PVC WM9" VCP18 LF 15" RCP Class V @ 2.00%STA = 80+62.75 TC= 923.25INV. 919.25 (E)ST-26, 15.2' L STA = 80+62.28 TC= 923.58 INV. 919.01 (E) INV. 918.88 (W) INV. 917.58 (N) INV. 917.58 (S)ST-23, 3.2' R 11 LF 15" RCP Class V @ 5.00%STA = 80+62.00 TC= 923.65 INV. 919.65 (NE) INV. 919.55 (W)ST-24, 14.0' R 36 LF 15" RCP Class V @ 4.15%STA = 20+49.14 TC= 925.15INV. 921.15 (SW)ST-25, 13.1' RST-22 TO ST-279109159209259309359409109159209259309359408" PVC WMSTA = 81+38.53TC= 923.58INV. 919.58 (E)ST-27, 13.0' L16 LF 15" RCP Class V @ 1.00%STA = 81+38.41TC= 923.83INV. 917.16 (S)INV. 919.38 (E)INV. 917.16 (N)INV. 919.42 (W)ST-20, 3.4' R10 LF 15" RCP Class V @ 1.00%STA = 81+37.96TC= 923.58INV. 919.58 (SE)INV. 919.48 (W)ST-21, 13.0' R35 LF 15" RCP Class V @ 4.48%STA = 20+49.14TC= 925.15INV. 921.15 (NW)ST-22, 13.0' L ST-30 TO ST-318959009059109159209258959009059109159209258" PVC WM9" VCPSTA = 30+79.53 TC= 911.34INV. 907.34 (N)ST-31, 13.0' R 19 LF 15" RCP Class V @ 1.00%STA = 30+79.53 TC= 911.55 INV. 905.04 (E) INV. 905.04 (W) INV. 907.27 (N) INV. 907.15 (S)ST-38, 5.5' L7 LF 15" RCP Class V @ 1.00%STA = 30+79.53 TC= 911.34ST-30, 13.0' L INV. 907.34 (S)ST-34 TO ST-339009059109159209259309009059109159209259308" PVC WM9" VCPSTA = 50+38.47 TC= 911.89INV. 907.89 (E)ST-34, 13.0' L26 LF 15" RCP Class V @ 1.00%STA = 50+37.53 TC= 911.87 INV. 907.63 (W) INV. 907.53 (S)ST-33, 13.0' R ST-36 TO ST-379009059109159209259309009059109159209259308" PVC WM9" VCPSTA = 31+93.04 TC= 911.94INV. 907.94 (N)ST-37, 13.0' R 18 LF 15" RCP Class V @ 1.00%STA = 31+93.04 TC= 912.15 INV. 905.63 (E) INV. 905.63 (W) INV. 907.76 (S) INV. 907.86 (N)ST-35, 5.2' L8 LF 15" RCP Class V @ 1.00%STA = 31+93.05 TC= 911.94INV. 907.94 (S)ST-36, 13.0' L4' SUMP4' SUMPRev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTAS13Save: 12/7/2023 12:29 PM sprall Plot: 12/7/2023 2:34 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054S08_Storm Profiles.dwgSRPSRPSDH 140GOLDV 170054STORM SEWER PROFILES2024 PMP5494912/19/2023STEPHEN R PRALL, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.551 8" PVC WMST-40 TO ST-419009059109159209259309009059109159209259308" PVC WMST-54 TO ST-509009059109159209259309009059109159209259309" VCPSTA = 60+38.39TC= 913.39INV. 909.39 (E)ST-41, 13.0' L26 LF 15" RCP Class V @ 1.00%STA = 60+37.61TC= 913.39INV. 909.13 (W)INV. 909.04 (N)INV. 908.94 (S)ST-40, 13.0' R ST-43 TO ST-449009059109159209259309009059109159209259309" VCPSTA = 35+18.88 TC= 914.06INV. 910.06 (S)ST-43, 13.0' L8 LF 15" RCP Class V @ 1.00%STA = 35+18.88 TC= 914.29 INV. 908.35 (E) INV. 908.35 (W) INV. 909.88 (S) INV. 909.98 (N)ST-42, 4.7' L 18 LF 15" RCP Class V @ 1.00%STA = 35+18.88 TC= 914.06INV. 910.06 (N)ST-44, 13.0' R ST-52 TO ST-519009059109159209259309009059109159209259308" PVC WM9" VCPSTA = 64+04.70 TC= 916.44INV. 912.44 (E)ST-52, 13.0' L28 LF 15" RCP Class V @ 1.00%STA = 63+94.68 TC= 916.34 INV. 912.16 (W) INV. 912.06 (S)ST-51, 13.0' R 9" VCP8" PVC WM9" VCPSTA = 63+39.54 TC= 915.85 INV. 911.12 (N) INV. 911.02 (S) INV. 911.12 (E)ST-50, 13.0' R 26 LF 15" RCP Class V @ 1.00%STA = 92+02.24 TC= 915.75 INV. 911.48 (N) INV. 911.38 (W)ST-53, 13.0' L 26 LF 15" RCP Class V @ 1.00%STA = 92+02.85 TC= 915.74INV. 911.74 (S)ST-54, 13.0' RST-64 TO ST-639059109159209259309359059109159209259309358" PVC WM8" SDR-35 PVCSTA = 83+79.74TC= 919.35INV. 915.35 (NE)ST-64, 13.0' L23 LF 15" RCP Class V @ 1.00%STA = 83+94.56TC= 919.53INV. 914.60 (S)INV. 915.12 (SW)INV. 914.60 (N)INV. 915.15 (E)ST-62, 5.2' R8 LF 15" RCP Class V @ 2.00%STA = 83+94.50TC= 919.31INV. 915.31 (W)ST-63, 13.0' R ST-71 TO ST-728959009059109159209258959009059109159209258" PVC WM9" VCPSTA = 103+46.70 TC= 911.98INV. 907.98 (NE)ST-71, 13.0' L32 LF 15" RCP Class V @ 0.69%STA = 103+71.17 TC= 911.88 INV. 907.76 (E) INV. 907.76 (SW) INV. 907.76 (N)ST-70, 7.0' R 6 LF 15" RCP Class V @ 0.50%STA = 103+71.18 TC= 911.70ST-72, 13.0' R INV. 907.89 (S) INV. 907.79 (W)4' SUMPRev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofGOLDEN VALLEY,MINNESOTAS14Save: 12/7/2023 12:29 PM sprall Plot: 12/8/2023 7:25 AM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054S08_Storm Profiles.dwgSRPSRPSDH 140GOLDV 170054STORM SEWER PROFILES2024 PMP5494912/19/2023STEPHEN R PRALL, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.552 10+508959009059109158959009059109150102030405060700-10-20-30-40-50-60-701.7%2.0%11+008959009059109158959009059109150102030405060700-10-20-30-40-50-60-70R13.67' 907.39 R20.00' 907.94 R20.00' 907.94 L13.67' 907.39 L35.00' 908.08 L35.00' 908.08 2.0%8.7%8.7%2.0%2.0%1.5%2.0%6.0%6.0%11+508959009059109158959009059109150102030405060700-10-20-30-40-50-60-70R13.67' 908.32 R20.00' 910.12 R20.00' 910.12 L13.67' 908.32 L35.00' 908.67 L35.00' 908.67 2.0%28.4%28.4%2.0%2.0%1.5%2.0%1.4%1.4%11+978959009059109158959009059109150102030405060700-10-20-30-40-50-60-70R13.67' 909.36 R20.00' 910.93 R20.00' 910.93 L13.67' 908.94 L13.67' 908.94 L35.00' 909.54 L35.00' 909.54 2.0%24.8%24.8%2.0%2.8%1.5%3.7%3.7%Ex.℄906.7P.℄906.60 Ex.℄907.3 P.℄907.21 Ex.℄908.3 P.℄908.14 Ex.℄909.2 P.℄909.1810+708959009059109158959009059109150102030405060700-10-20-30-40-50-60-70L13.67'906.99L35.00'907.47L35.00'907.471.0%2.0%1.5%2.0%2.0%3.1%3.1%10+37.378959009059109158959009059109150102030405060700-10-20-30-40-50-60-702.2%2.0%Ex.℄906.7P.℄906.48 Ex.℄906.8P.℄906.81 R/W R/W R/W R/W R/W R/W R/WDULUTH ST. & WISCONSIN AVE. NINTERSECTIONDULUTH ST. & WISCONSIN AVE. NINTERSECTIONDULUTH ST. & WISCONSIN AVE. NINTERSECTIONDULUTH STREETSTA: 10+37.37 - STA: 11+97X1Save: 12/6/2023 11:43 AM sprall Plot: 12/7/2023 2:35 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X01_Duluth.dwg 140Sheet No.OfSheets553 12+009009059109159209009059109159200102030405060700-10-20-30-40-50-60-70R13.67'909.42R20.00'910.88R20.00'910.88L13.67'909.01L35.00'909.55L35.00'909.552.0%23.0%23.0%2.0%2.8%1.5%3.1%3.1%12+509009059109159209009059109159200102030405060700-10-20-30-40-50-60-70R13.67' 910.53 R20.00' 912.29 R20.00' 912.29 L13.67' 910.53 L35.00' 911.31 L35.00' 911.31 2.0%27.8%27.8%2.0%2.0%1.5%2.0%7.3%7.3%13+009009059109159209009059109159200102030405060700-10-20-30-40-50-60-70R13.67' 911.63 R20.08' 913.04 R20.08' 913.04 L13.67' 911.63 L35.00' 912.68 L35.00' 912.68 2.0%22.0%22.0%2.0%2.0%1.5%2.0%10.9%10.9%12+069009059109159209009059109159200102030405060700-10-20-30-40-50-60-70R13.67'909.56R20.00'910.90R20.00'910.90L13.67'909.14L13.67'909.14L35.00'909.63L35.00'909.632.0%21.2%21.2%2.0%2.8%1.5%2.5%2.5%12+129009059109159209009059109159200102030405060700-10-20-30-40-50-60-70R13.67'909.27R13.67'909.27R22.00'909.69R22.00'909.69L13.67'909.69L35.00'910.25L35.00'910.252.0%2.8%8.5%8.5%2.0%1.5%2.0%2.0%4.2%4.2%12+269009059109159209009059109159200102030405060700-10-20-30-40-50-60-70R13.67' 909.58 R13.67' 909.58 R22.00' 909.98 R22.00' 909.98 L13.67' 910.00 L35.00' 910.84 L35.00' 910.84 2.0%2.8%8.0%8.0%2.0%1.5%2.0%2.0%8.1%8.1%Ex.℄909.3P.℄909.24 Ex.℄909.4P.℄909.38 Ex.℄909.5P.℄909.51 Ex.℄909.8 P.℄909.82 Ex.℄910.3 P.℄910.35 Ex.℄911.3 P.℄911.45 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W DULUTH STREETSTA: 12+00 - STA: 13+00X2Save: 12/6/2023 11:43 AM sprall Plot: 12/7/2023 2:36 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X01_Duluth.dwg 140Sheet No.OfSheets554 13+509009059109159209009059109159200102030405060700-10-20-30-40-50-60-70R13.67' 912.66 R20.00' 913.99 R20.00' 913.99 L13.67' 912.24 L35.00' 912.70 L35.00' 912.70 2.0%21.0%21.0%2.0%2.8%1.5%2.2%2.2%13+049009059109159209009059109159200102030405060700-10-20-30-40-50-60-70R13.67'911.30R13.67'911.30R22.00'911.62R22.00'911.62L13.67'911.72L35.00'912.69L35.00'912.692.0%2.8%5.4%5.4%2.0%1.5%2.0%2.0%9.9%9.9%13+189009059109159209009059109159200102030405060700-10-20-30-40-50-60-70R13.67'911.60R13.67'911.60R22.00'911.82R22.00'911.82L13.67'912.02L35.00'912.95L35.00'912.952.0%2.8%2.3%2.3%2.0%1.5%2.0%2.0%9.4%9.4%13+399009059109159209009059109159200102030405060700-10-20-30-40-50-60-70R13.67'912.44R20.00'913.88R20.00'913.88L13.67'912.03L13.67'912.03L35.00'912.57L35.00'912.572.0%22.7%22.7%2.0%2.8%1.5%3.1%3.1%13+539009059109159209009059109159200102030405060700-10-20-30-40-50-60-70R13.67' 912.71 R20.00' 913.98 R20.00' 913.98 L13.67' 912.30 L13.67' 912.30 L35.00' 912.66 L35.00' 912.66 2.0%20.0%20.0%2.0%2.8%1.5%1.1%1.1%13+839009059109159209009059109159200102030405060700-10-20-30-40-50-60-70R13.67' 913.25 R20.00' 914.24 R20.00' 914.24 L13.67' 912.83 L13.67' 912.83 L35.00' 913.51 L35.00' 913.51 2.0%15.5%15.5%2.0%2.8%1.5%4.5%4.5%Ex.℄911.4P.℄911.54 Ex.℄911.7P.℄911.84 Ex.℄912.1P.℄912.26 Ex.℄912.2 P.℄912.48 Ex.℄912.3 P.℄912.53 Ex.℄912.8 P.℄913.07 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W DULUTH STREETSTA: 13+04 - STA: 13+83X3Save: 12/6/2023 11:43 AM sprall Plot: 12/7/2023 2:36 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X01_Duluth.dwg 140Sheet No.OfSheets555 14+009009059109159209009059109159200102030405060700-10-20-30-40-50-60-70R13.67'913.53R20.00'914.07R20.00'914.07L13.67'913.12L35.00'913.74L35.00'913.742.0%8.4%8.4%2.0%2.8%1.5%3.9%3.9%14+509009059109159209009059109159200102030405060700-10-20-30-40-50-60-70R13.67' 914.26 R20.00' 914.45 R20.00' 914.45 L13.67' 914.26 L35.00' 914.95 L35.00' 914.95 2.0%3.0%3.0%2.0%2.0%1.5%2.0%6.0%6.0%15+009059109159209259059109159209250102030405060700-10-20-30-40-50-60-70R13.67' 914.84 R20.00' 915.45 R20.00' 915.45 L13.67' 914.42 L35.00' 915.00 L35.00' 915.00 2.0%9.7%9.7%2.0%2.8%1.5%3.5%3.5%14+349009059109159209009059109159200102030405060700-10-20-30-40-50-60-70R13.67'913.63R13.67'913.63R25.00'914.03R25.00'914.03L13.67'914.04L35.00'914.82L35.00'914.822.0%2.8%4.2%4.2%2.0%1.5%2.0%2.0%7.2%7.2%14+449009059109159209009059109159200102030405060700-10-20-30-40-50-60-70R13.67'913.76R13.67'913.76R25.00'914.06R25.00'914.06L13.67'914.18L35.00'914.85L35.00'914.852.0%2.8%2.4%2.4%2.0%1.5%2.0%2.0%5.7%5.7%14+869059109159209259059109159209250102030405060700-10-20-30-40-50-60-70R13.67' 914.69 R20.00' 915.32 R20.00' 915.32 L13.67' 914.27 L13.67' 914.27 L35.00' 914.93 L35.00' 914.93 2.0%9.9%9.9%2.0%2.8%1.5%4.2%4.2%Ex.℄913.0P.℄913.35 Ex.℄913.6P.℄913.86 Ex.℄913.7P.℄914.00 Ex.℄913.8 P.℄914.08 Ex.℄914.4 P.℄914.51 Ex.℄914.6 P.℄914.66 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W DULUTH STREETSTA: 14+00 - STA: 15+00X4Save: 12/6/2023 11:43 AM sprall Plot: 12/7/2023 2:36 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X01_Duluth.dwg 140Sheet No.OfSheets556 15+509059109159209259059109159209250102030405060700-10-20-30-40-50-60-70R13.67'915.34R20.00'915.70R20.00'915.70L13.67'915.34L35.00'916.34L35.00'916.342.0%5.7%5.7%2.0%2.0%1.5%2.0%10.3%10.3%16+009059109159209259059109159209250102030405060700-10-20-30-40-50-60-70R13.67' 915.84 R20.00' 915.94 R20.00' 915.94 L13.67' 915.84 L35.00' 916.24 L35.00' 916.24 2.0%1.6%1.6%2.0%2.0%1.5%2.0%2.1%2.1%15+359059109159209259059109159209250102030405060700-10-20-30-40-50-60-70R13.67'914.77R13.67'914.77R22.00'915.35R22.00'915.35L13.67'915.19L35.00'916.07L35.00'916.072.0%6.8%7.2%7.2%2.0%1.5%2.0%2.0%8.6%8.6%15+459059109159209259059109159209250102030405060700-10-20-30-40-50-60-70R13.67'914.87R13.67'914.87R22.00'915.39R22.00'915.39L13.67'915.29L35.00'916.30L35.00'916.302.0%6.8%5.5%5.5%2.0%1.5%2.0%2.0%10.4%10.4%15+809059109159209259059109159209250102030405060700-10-20-30-40-50-60-70R13.67' 915.64 R20.00' 915.81 R20.00' 915.81 L13.67' 915.22 L13.67' 915.22 L35.00' 916.02 L35.00' 916.02 2.0%2.7%2.7%2.0%2.8%1.5%5.8%5.8%15+989059109159209259059109159209250102030405060700-10-20-30-40-50-60-70R13.67' 915.82 R20.00' 915.92 R20.00' 915.92 L13.67' 915.40 L13.67' 915.40 L35.00' 916.18 L35.00' 916.18 2.0%1.6%1.6%2.0%2.8%1.5%5.6%5.6%Ex.℄915.0P.℄915.01 Ex.℄915.0P.℄915.11 Ex.℄915.0P.℄915.16 Ex.℄915.4 P.℄915.46 Ex.℄915.7 P.℄915.64 Ex.℄915.7 P.℄915.66 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W DULUTH STREETSTA: 15+35 - 16+00X5Save: 12/6/2023 11:43 AM sprall Plot: 12/7/2023 2:36 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X01_Duluth.dwg 140Sheet No.OfSheets557 16+509059109159209259059109159209250102030405060700-10-20-30-40-50-60-70R13.67'916.34R20.00'916.43R20.00'916.43L13.67'916.34L35.00'916.78L35.00'916.782.0%1.5%1.5%2.0%2.0%1.5%2.0%2.6%2.6%16+309059109159209259059109159209250102030405060700-10-20-30-40-50-60-70R13.67'915.72R13.67'915.72R22.00'916.22R22.00'916.22L13.67'916.14L35.00'916.71L35.00'916.712.0%6.8%4.9%4.9%2.0%1.5%2.0%2.0%4.4%4.4%16+689059109159209259059109159209250102030405060700-10-20-30-40-50-60-70R13.67' 916.10 R13.67' 916.10 R22.00' 916.75 R22.00' 916.75 L13.67' 916.52 L35.00' 916.99 L35.00' 916.99 2.0%6.8%9.1%9.1%2.0%1.5%2.0%2.0%3.0%3.0%16+789059109159209259059109159209250102030405060700-10-20-30-40-50-60-70R13.67' 916.22 R13.67' 916.22 R22.00' 916.85 R22.00' 916.85 L13.67' 916.64 L35.00' 917.24 L35.00' 917.24 2.0%6.8%8.6%8.6%2.0%1.5%2.0%2.0%4.7%4.7%16+819059109159209259059109159209250102030405060700-10-20-30-40-50-60-70R13.67' 916.68 R20.64' 916.83 R20.64' 916.83 L13.67' 916.26 L13.67' 916.26 L35.00' 917.21 L35.00' 917.21 2.0%2.1%2.1%2.0%2.8%1.5%7.5%7.5%16+229059109159209259059109159209250102030405060700-10-20-30-40-50-60-70R13.67'915.64R13.67'915.64R22.00'916.22R22.00'916.22L13.67'916.06L35.00'916.64L35.00'916.642.0%6.8%7.3%7.3%2.0%1.5%2.0%2.0%4.5%4.5%Ex.℄916.0P.℄915.96 Ex.℄916.3P.℄916.16 Ex.℄916.6 P.℄916.34 Ex.℄916.8 P.℄916.46 Ex.℄916.8 P.℄916.50 Ex.℄915.9P.℄915.88 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W DULUTH STREETSTA: 16+22 - STA: 16+81X6Save: 12/6/2023 11:43 AM sprall Plot: 12/7/2023 2:36 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X01_Duluth.dwg 140Sheet No.OfSheets558 17+009059109159209259059109159209250102030405060700-10-20-30-40-50-60-70R13.67'916.95R20.00'917.36R20.00'917.36L13.67'916.95L35.00'917.40L35.00'917.402.0%6.4%6.4%2.0%2.0%1.5%2.0%2.7%2.7%17+509059109159209259059109159209250102030405060700-10-20-30-40-50-60-70R13.67'917.95R20.00'918.35R20.00'918.35L13.67'917.95L35.00'918.27L35.00'918.272.0%6.2%6.2%2.0%2.0%1.5%2.0%0.9%0.9%18+009059109159209259059109159209250102030405060700-10-20-30-40-50-60-70R13.67' 919.23 R20.00' 919.53 R20.00' 919.53 L13.67' 919.23 L35.00' 920.17 L35.00' 920.17 2.0%4.7%4.7%2.0%2.0%1.5%2.0%9.5%9.5%16+959059109159209259059109159209250102030405060700-10-20-30-40-50-60-70R13.67'916.88R20.00'917.27R20.00'917.27L13.67'916.46L13.67'916.46L35.00'917.25L35.00'917.252.0%6.2%6.2%2.0%2.8%1.5%5.7%5.7%18+139109159209259309109159209259300102030405060700-10-20-30-40-50-60-70R13.67' 919.14 R13.67' 919.14 R38.00' 920.32 R38.00' 920.32 L13.67' 919.56 L35.00' 920.43 L35.00' 920.43 2.0%6.8%4.4%4.4%2.0%1.5%2.0%2.0%8.5%8.5%18+239109159209259309109159209259300102030405060700-10-20-30-40-50-60-70R13.67' 919.40 R13.67' 919.40 R38.00' 920.43 R38.00' 920.43 L13.67' 919.82 L35.00' 920.60 L35.00' 920.60 2.0%6.8%3.6%3.6%2.0%1.5%2.0%2.0%7.2%7.2%Ex.℄917.0P.℄916.70 Ex.℄917.1P.℄916.77 Ex.℄918.2P.℄917.77 Ex.℄919.3 P.℄919.05 Ex.℄919.6 P.℄919.38 Ex.℄919.8 P.℄919.64 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W DULUTH STREETSTA: 16+95 - STA: 18+23X7Save: 12/6/2023 11:43 AM sprall Plot: 12/7/2023 2:37 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X01_Duluth.dwg 140Sheet No.OfSheets559 18+509109159209259309109159209259300102030405060700-10-20-30-40-50-60-70R13.67'920.51R20.00'921.16R20.00'921.16L13.67'920.51L35.00'921.13L35.00'921.132.0%10.2%10.2%2.0%2.0%1.5%2.0%5.0%5.0%19+009109159209259309109159209259300102030405060700-10-20-30-40-50-60-70R13.67' 921.71 R20.00' 922.41 R20.00' 922.41 L13.67' 921.71 L35.00' 922.03 L35.00' 922.03 2.0%11.0%11.0%2.0%2.0%1.5%2.0%0.9%0.9%18+309109159209259309109159209259300102030405060700-10-20-30-40-50-60-70R13.67'920.00R20.00'920.16R20.00'920.16L13.67'919.58L13.67'919.58L35.00'920.80L35.00'920.802.0%2.6%2.6%2.0%6.8%1.5%7.7%7.7%18+449109159209259309109159209259300102030405060700-10-20-30-40-50-60-70R13.67'920.36R20.00'920.70R20.00'920.70L13.67'919.94L13.67'919.94L35.00'921.07L35.00'921.072.0%5.5%5.5%2.0%6.8%1.5%6.7%6.7%18+929109159209259309109159209259300102030405060700-10-20-30-40-50-60-70R13.67' 921.12 R13.67' 921.12 R30.00' 922.79 R30.00' 922.79 L13.67' 921.12 L13.67' 921.12 L35.00' 921.85 L35.00' 921.85 2.0%10.8%9.9%9.9%2.0%6.8%1.5%2.5%2.5%18+819109159209259309109159209259300102030405060700-10-20-30-40-50-60-70R13.67' 920.89 R13.67' 920.89 R30.00' 922.65 R30.00' 922.65 L13.67' 920.89 L13.67' 920.89 L35.00' 921.69 L35.00' 921.69 2.0%10.8%10.8%10.8%2.0%6.8%1.5%3.3%3.3%Ex.℄920.0P.℄919.82 Ex.℄920.3P.℄920.18 Ex.℄920.4P.℄920.33 Ex.℄921.1 P.℄921.12 Ex.℄921.3 P.℄921.36 Ex.℄921.4 P.℄921.53 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W DULUTH STREETSTA: 18+30 - STA: 19+00X8Save: 12/6/2023 11:43 AM sprall Plot: 12/7/2023 2:37 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X01_Duluth.dwg 140Sheet No.OfSheets560 19+509109159209259309109159209259300102030405060700-10-20-30-40-50-60-70R13.67'922.79R20.00'923.52R20.00'923.52L13.67'922.79L35.00'923.12L35.00'923.122.0%11.4%11.4%2.0%2.0%1.5%2.0%1.1%1.1%20+009109159209259309109159209259300102030405060700-10-20-30-40-50-60-702.0%2.0%20+509159209259309359159209259309350102030405060700-10-20-30-40-50-60-70L13.67' 925.68 L33.59' 926.09 L33.59' 926.09 R13.81' 925.68 R21.44' 925.78 R21.44' 925.782.0%2.0%1.5%2.0%2.5%2.5%2.0%1.3%1.3%21+009159209259309359159209259309350102030405060700-10-20-30-40-50-60-70L13.67' 928.32 L31.97' 928.77 L31.97' 928.77 R14.98' 928.29 R23.06' 928.19 R23.06' 928.192.0%2.0%1.5%2.0%3.6%3.6%2.0%1.3%1.3%20+109109159209259309109159209259300102030405060700-10-20-30-40-50-60-702.0%2.0%Ex.℄922.6P.℄922.61 Ex.℄923.9P.℄923.73 Ex.℄924.1 P.℄924.02 Ex.℄925.6 P.℄925.50 Ex.℄928.3 P.℄928.14 R/W R/W R/W R/W R/W R/W19+759109159209259309109159209259300102030405060700-10-20-30-40-50-60-70R13.67'923.33R20.00'923.64R20.00'923.64L13.67'923.33L35.00'923.85L35.00'923.852.0%4.9%4.9%2.0%2.0%1.5%2.0%3.6%3.6%R/W R/WEx.℄923.2P.℄923.15 DULUTH ST. & VALDERS AVE. NINTERSECTIONDULUTH ST. & VALDERS AVE. NINTERSECTIONDULUTH STREETSTA: 19+50 - STA: 21+00X9Save: 12/6/2023 11:43 AM sprall Plot: 12/7/2023 2:37 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X01_Duluth.dwg 140Sheet No.OfSheets561 21+509209259309359409209259309359400102030405060700-10-20-30-40-50-60-70L13.67'931.52L30.36'932.00L30.36'932.00R16.15'931.25R24.67'930.97R24.67'930.970.1%Vertical 1.5%2.0%4.8%4.8%2.0%3.3%3.3%22+009209259309359409209259309359400102030405060700-10-20-30-40-50-60-70L13.67' 934.66 L28.75' 935.79 L28.75' 935.79 R17.33' 934.21 R26.28' 933.65 R26.28' 933.651.2%Vertical 1.5%2.0%19.1%19.1%2.0%6.3%6.3%22+509259309359409459259309359409450102030405060700-10-20-30-40-50-60-70L13.67' 937.69 L35.23' 940.75 L35.23' 940.75 R17.67' 937.19 R26.74' 936.62 R26.74' 936.621.7%Vertical 1.5%2.0%25.1%25.1%2.0%6.3%6.3%22+899259309359409459259309359409450102030405060700-10-20-30-40-50-60-70L13.67' 939.01 L28.26' 940.13 L28.26' 940.13 R17.67' 938.47 R26.74' 937.81 R26.74' 937.812.0%1.5%2.0%20.8%20.8%2.0%7.3%7.3%21+729209259309359409209259309359400102030405060700-10-20-30-40-50-60-70L13.67'932.54L13.67'932.54L38.99'933.90L38.99'933.90R16.67'932.55R25.38'932.29R25.38'932.291.0%1.5%7.2%7.2%2.0%3.0%3.0%21+819209259309359409209259309359400102030405060700-10-20-30-40-50-60-70L13.67'933.09L13.67'933.09L40.00'934.29L40.00'934.29R16.88'933.09R25.67'932.66R25.67'932.661.1%1.5%5.9%5.9%2.0%4.9%4.9%Ex.℄931.3P.℄931.12 Ex.℄932.7P.℄932.43 Ex.℄933.3P.℄932.97 Ex.℄934.5 P.℄934.10 Ex.℄937.4 P.℄937.09 Ex.℄938.4 P.℄938.37 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W DULUTH STREETSTA: 21+50 - STA: 22+89X10Save: 12/6/2023 11:43 AM sprall Plot: 12/7/2023 2:37 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X01_Duluth.dwg 140Sheet No.OfSheets562 30+509009059109159209009059109159200102030405060700-10-20-30-40-50-60-7030+529009059109159209009059109159200102030405060700-10-20-30-40-50-60-7030+679009059109159209009059109159200102030405060700-10-20-30-40-50-60-7031+009009059109159209009059109159200102030405060700-10-20-30-40-50-60-70Ex.℄911.8P.℄911.75 Ex.℄911.8P.℄911.74 Ex.℄911.7 P.℄911.68 Ex.℄911.8 P.℄911.69 R/W R/W R/W R/W R/W R/W R/W R/W30+389009059109159209009059109159200102030405060700-10-20-30-40-50-60-70R/W R/W 31+229009059109159209009059109159200102030405060700-10-20-30-40-50-60-70R/W R/W Ex.℄911.9P.℄911.82 Ex.℄911.9 P.℄911.80 R13.67'912.00L13.67'912.00R22.00'912.23R22.00'912.23L20.00'912.55L20.00'912.552.0%2.0%2.7%2.7%8.6%8.6%R13.67'911.93L13.67'911.93R22.00'912.12R22.00'912.12L22.60'912.33L22.60'912.332.0%2.0%2.4%2.4%4.5%4.5%R13.67'911.92R22.00'912.12R22.00'912.12L13.67'911.50L13.67'911.50L25.00'912.52L25.00'912.522.0%2.0%2.5%2.5%10.8%7.6%7.6%R13.67' 911.86 R22.00' 912.08 R22.00' 912.08 L13.67' 911.44 L13.67' 911.44 L25.00' 912.46 L25.00' 912.46 2.0%2.0%2.7%2.7%10.8%7.6%7.6%R13.67' 911.87 L13.67' 911.87 R20.00' 912.14 R20.00' 912.14 L20.00' 912.41 L20.00' 912.41 2.0%2.0%4.3%4.3%8.6%8.6%R13.67' 911.98 L13.67' 911.98 R20.00' 912.30 R20.00' 912.30 L20.00' 912.55 L20.00' 912.55 2.0%2.0%5.1%5.1%9.0%9.0%WESTBEND ROADSTA: 30+38 - STA: 31+22X11Save: 12/6/2023 11:42 AM sprall Plot: 12/7/2023 2:38 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X02_Westbend.dwg 140Sheet No.OfSheets563 31+509009059109159209009059109159200102030405060700-10-20-30-40-50-60-7031+599009059109159209009059109159200102030405060700-10-20-30-40-50-60-7031+779009059109159209009059109159200102030405060700-10-20-30-40-50-60-7032+009009059109159209009059109159200102030405060700-10-20-30-40-50-60-7032+509009059109159209009059109159200102030405060700-10-20-30-40-50-60-70Ex.℄912.1P.℄911.98 Ex.℄912.1P.℄912.04 Ex.℄912.3P.℄912.15 Ex.℄912.4 P.℄912.30 Ex.℄912.5 P.℄912.63 R/W R/W R/W R/W R/W R/W R/W 31+899009059109159209009059109159200102030405060700-10-20-30-40-50-60-70R/W R/W Ex.℄912.3 P.℄912.23 WESTBEND RD. & WISCONSIN AVE. NINTERSECTIONWESTBEND RD. & WISCONSIN AVE. NINTERSECTIONWESTBEND RD. & WISCONSIN AVE. NINTERSECTIONR13.67'912.16R20.00'912.36R20.00'912.362.0%3.2%3.2%2.0%R13.67'911.80R13.67'911.80R25.00'912.66R25.00'912.662.0%6.8%8.2%8.2%2.0%R13.67'911.92R13.67'911.92R25.00'912.86R25.00'912.862.0%6.8%9.5%9.5%2.0%R13.67' 912.41 L13.67' 912.41 R20.25' 912.79 R20.25' 912.79 L25.00' 912.72 L25.00' 912.72 2.0%2.0%5.8%5.8%2.7%2.7%R13.67' 912.48 L13.67' 912.48 R20.00' 912.84 R20.00' 912.84 L25.00' 912.77 L25.00' 912.77 2.0%2.0%5.7%5.7%2.6%2.6%R13.67' 912.81 L13.67' 912.81 R21.00' 913.07 R21.00' 913.07 L25.00' 913.22 L25.00' 913.22 2.0%2.0%3.6%3.6%3.7%3.7%WESTBEND ROADSTA: 31+50 - STA: 32+50X12Save: 12/6/2023 11:42 AM sprall Plot: 12/7/2023 2:39 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X02_Westbend.dwg 140Sheet No.OfSheets564 32+719009059109159209009059109159200102030405060700-10-20-30-40-50-60-7032+859009059109159209009059109159200102030405060700-10-20-30-40-50-60-7032+919009059109159209009059109159200102030405060700-10-20-30-40-50-60-7033+009009059109159209009059109159200102030405060700-10-20-30-40-50-60-7033+099009059109159209009059109159200102030405060700-10-20-30-40-50-60-7033+499009059109159209009059109159200102030405060700-10-20-30-40-50-60-70Ex.℄912.6P.℄912.77 Ex.℄912.7P.℄912.86 Ex.℄912.7P.℄912.90 Ex.℄912.8 P.℄912.95 Ex.℄912.9 P.℄913.01 Ex.℄913.2 P.℄913.27 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R13.67'912.95R21.00'913.12R21.00'913.12L13.67'912.53L13.67'912.53L25.00'913.21L25.00'913.212.0%2.0%2.3%2.3%6.8%5.5%5.5%R13.67'913.04R25.00'913.25R25.00'913.25L13.67'912.62L25.00'913.24L25.00'913.242.0%2.0%1.9%1.9%6.8%4.4%4.4%L13.67'913.08R13.67'912.66R13.67'912.66R25.00'913.08R25.00'913.08L22.96'913.24L22.96'913.242.0%2.0%2.8%4.4%4.4%1.8%1.8%L13.67' 913.13 R13.67' 912.72 R25.00' 913.15 R25.00' 913.15 L20.00' 913.24 L20.00' 913.24 2.0%2.0%2.8%4.7%4.7%1.7%1.7%L13.67' 913.19 R13.67' 912.78 R13.67' 912.78 R25.00' 913.24 R25.00' 913.24 L20.00' 913.45 L20.00' 913.45 2.0%2.0%2.8%5.1%5.1%4.1%4.1%L13.67' 913.45 R13.67' 913.04 R13.67' 913.04 R25.00' 913.54 R25.00' 913.54 L20.00' 913.91 L20.00' 913.91 2.0%2.0%2.8%5.8%5.8%7.2%7.2%WESTBEND ROADSTA: 32+71 - STA: 33+49X13Save: 12/6/2023 11:42 AM sprall Plot: 12/7/2023 2:39 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X02_Westbend.dwg 140Sheet No.OfSheets565 33+509009059109159209009059109159200102030405060700-10-20-30-40-50-60-7033+639009059109159209009059109159200102030405060700-10-20-30-40-50-60-7034+009009059109159209009059109159200102030405060700-10-20-30-40-50-60-7034+509009059109159209009059109159200102030405060700-10-20-30-40-50-60-7034+819009059109159209009059109159200102030405060700-10-20-30-40-50-60-70Ex.℄913.2P.℄913.28 Ex.℄913.3P.℄913.36 Ex.℄913.5P.℄913.61 Ex.℄913.8 P.℄913.93 Ex.℄914.0 P.℄914.13 R/W R/W R/W R/W R/W R/W R/W R/W34+479009059109159209009059109159200102030405060700-10-20-30-40-50-60-70R/W R/W Ex.℄913.8 P.℄913.91 WESTBEND RD. & ORKLA DR.INTERSECTIONWESTBEND RD. & ORKLA DR.INTERSECTIONL13.67'913.46R13.67'913.04R25.00'913.55R25.00'913.55L20.00'913.92L20.00'913.922.0%2.0%2.8%5.8%5.8%7.3%7.3%L13.67'913.54R13.67'913.13R13.67'913.13R25.00'913.57R25.00'913.57L20.00'914.03L20.00'914.032.0%2.0%2.8%4.7%4.7%7.7%7.7%R13.67'913.79L13.67'913.79R20.00'914.56R20.00'914.56L20.00'914.00L20.00'914.002.0%2.0%12.2%12.2%3.4%3.4%R13.67' 914.09 L13.67' 914.09 R20.00' 915.14 R20.00' 915.14 L25.00' 914.51 L25.00' 914.51 2.0%2.0%16.5%16.5%3.7%3.7%R13.67' 914.11 R20.00' 915.12 R20.00' 915.122.0%15.9%15.9%2.0%R13.67' 914.31 R23.99' 914.99 R23.99' 914.992.0%6.5%6.5%2.0%WESTBEND ROADSTA: 33+50 - STA: 34+81X14Save: 12/6/2023 11:42 AM sprall Plot: 12/7/2023 2:39 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X02_Westbend.dwg 140Sheet No.OfSheets566 34+859009059109159209009059109159200102030405060700-10-20-30-40-50-60-7034+999059109159209259059109159209250102030405060700-10-20-30-40-50-60-7035+009059109159209259059109159209250102030405060700-10-20-30-40-50-60-7035+469059109159209259059109159209250102030405060700-10-20-30-40-50-60-7035+509059109159209259059109159209250102030405060700-10-20-30-40-50-60-70Ex.℄914.1P.℄914.16 Ex.℄914.2P.℄914.25 Ex.℄914.2P.℄914.26 Ex.℄914.6 P.℄914.56 Ex.℄914.6 P.℄914.58 R/W R/W R/W R/W R/W R/W R/W 35+149059109159209259059109159209250102030405060700-10-20-30-40-50-60-70R/W R/W Ex.℄914.3 P.℄914.35 WESTBEND RD. & ORKLA DR.INTERSECTIONWESTBEND RD. & ORKLA DR.INTERSECTIONWESTBEND RD. & ORKLA DR.INTERSECTIONR13.67'913.92R13.67'913.92R25.00'914.84R25.00'914.842.0%6.8%9.1%9.1%2.0%R13.67'914.01R13.67'914.01R25.00'914.89R25.00'914.892.0%6.8%8.4%8.4%2.0%R13.67'914.02R25.00'914.89R25.00'914.892.0%6.8%8.4%8.4%2.0%R13.67' 914.53 L13.67' 914.53 R20.00' 915.13 R20.00' 915.13 L25.00' 914.82 L25.00' 914.82 2.0%2.0%9.4%9.4%2.5%2.5%L13.67' 914.74 R13.67' 914.32 R13.67' 914.32 R30.00' 916.62 R30.00' 916.62 L20.00' 914.89 L20.00' 914.89 2.0%2.0%10.8%15.6%15.6%2.4%2.4%L13.67' 914.76 R13.67' 914.34 R30.00' 916.65 R30.00' 916.65 L20.00' 914.91 L20.00' 914.91 2.0%2.0%10.8%15.5%15.5%2.3%2.3%WESTBEND ROADSTA: 34+85 - STA: 35+50X15Save: 12/6/2023 11:42 AM sprall Plot: 12/7/2023 2:39 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X02_Westbend.dwg 140Sheet No.OfSheets567 35+629059109159209259059109159209250102030405060700-10-20-30-40-50-60-7036+009059109159209259059109159209250102030405060700-10-20-30-40-50-60-7036+509059109159209259059109159209250102030405060700-10-20-30-40-50-60-7036+679059109159209259059109159209250102030405060700-10-20-30-40-50-60-7036+949059109159209259059109159209250102030405060700-10-20-30-40-50-60-7037+009059109159209259059109159209250102030405060700-10-20-30-40-50-60-70Ex.℄914.8P.℄914.66 Ex.℄915.1P.℄914.94 Ex.℄915.8P.℄915.56 Ex.℄916.0 P.℄915.84 Ex.℄916.4 P.℄916.36 Ex.℄916.4 P.℄916.48 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W L13.67'914.84R13.67'914.42R13.67'914.42 R30.00' 916.58 R30.00' 916.58 L20.00'914.95L20.00'914.952.0%2.0%10.8%14.3%14.3%1.7%1.7%R13.67'915.12L13.67'915.12R20.00'915.50R20.00'915.50L25.00'915.29L25.00'915.292.0%2.0%6.1%6.1%1.5%1.5%R13.67'915.74L13.67'915.74R20.00'916.28R20.00'916.28L24.99'915.92L24.99'915.922.0%2.0%8.5%8.5%1.7%1.7%R13.67' 916.02 L13.67' 916.02 R20.00' 916.57 R20.00' 916.57 L24.99' 916.43 L24.99' 916.43 2.0%2.0%8.6%8.6%3.6%3.6%R13.67' 916.12 R25.00' 917.31 R25.00' 917.31 L13.67' 916.12 L25.00' 916.84 L25.00' 916.84 2.0%2.0%10.8%10.3%10.3%6.8%6.0%6.0%R13.67' 916.24 R25.00' 917.33 R25.00' 917.33 L13.67' 916.24 L25.00' 916.97 L25.00' 916.97 2.0%2.0%10.8%8.7%8.7%6.8%6.1%6.1%WESTBEND ROADSTA: 35+62 - STA: 37+00X16Save: 12/6/2023 11:42 AM sprall Plot: 12/7/2023 2:39 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X02_Westbend.dwg 140Sheet No.OfSheets568 37+099059109159209259059109159209250102030405060700-10-20-30-40-50-60-7037+179059109159209259059109159209250102030405060700-10-20-30-40-50-60-7037+509059109159209259059109159209250102030405060700-10-20-30-40-50-60-7037+619059109159209259059109159209250102030405060700-10-20-30-40-50-60-7038+009059109159209259059109159209250102030405060700-10-20-30-40-50-60-7037+649059109159209259059109159209250102030405060700-10-20-30-40-50-60-70Ex.℄916.6P.℄916.65 Ex.℄916.7P.℄916.81 Ex.℄917.2P.℄917.43 Ex.℄917.3 P.℄917.61 Ex.℄917.4 P.℄917.66 Ex.℄917.9 P.℄918.18 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R13.67'916.42R13.67'916.42R25.00'917.48R25.00'917.48L13.67'916.42L13.67'916.42L25.00'917.14L25.00'917.142.0%2.0%10.8%8.2%8.2%6.8%6.0%6.0%L13.67'916.99R13.67'916.57R13.67'916.57R25.00'917.59R25.00'917.59L25.00'917.39L25.00'917.392.0%2.0%10.8%7.6%7.6%3.5%3.5%R13.67'917.19R25.00'917.75R25.00'917.75L13.67'917.19L25.00'918.35L25.00'918.352.0%2.0%2.8%6.6%6.6%10.8%9.8%9.8%R13.67' 917.37 R13.67' 917.37 R25.00' 917.94 R25.00' 917.94 L13.67' 917.37 L13.67' 917.37 L25.00' 918.51 L25.00' 918.51 2.0%2.0%2.8%6.8%6.8%10.8%9.5%9.5%L13.67' 917.84 R13.67' 917.42 R13.67' 917.42 R25.00' 917.99 R25.00' 917.99 L20.41' 918.00 L20.41' 918.00 2.0%2.0%2.8%6.7%6.7%2.4%2.4%R13.67' 918.36 L13.67' 918.36 R20.00' 918.45 R20.00' 918.45 L20.00' 918.53 L20.00' 918.53 2.0%2.0%1.4%1.4%2.6%2.6%WESTBEND ROADSTA: 37+09 - STA: 38+00X17Save: 12/6/2023 11:42 AM sprall Plot: 12/7/2023 2:39 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X02_Westbend.dwg 140Sheet No.OfSheets569 38+509059109159209259059109159209250102030405060700-10-20-30-40-50-60-7038+899059109159209259059109159209250102030405060700-10-20-30-40-50-60-7039+009059109159209259059109159209250102030405060700-10-20-30-40-50-60-7039+079059109159209259059109159209250102030405060700-10-20-30-40-50-60-7039+399059109159209259059109159209250102030405060700-10-20-30-40-50-60-70Ex.℄918.6P.℄918.72 Ex.℄918.9P.℄918.98 Ex.℄919.1P.℄919.05 Ex.℄919.2 P.℄919.10 Ex.℄919.5 P.℄919.29 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R13.67'918.90L13.67'918.90R20.00'919.30R20.00'919.30L20.00'919.16L20.00'919.162.0%2.0%6.4%6.4%4.2%4.2%R13.67'919.16R20.00'919.50R20.00'919.50L13.67'918.75L13.67'918.75L25.00'919.72L25.00'919.722.0%2.0%5.2%5.2%10.8%6.9%6.9%R13.67'919.23R20.00'919.52R20.00'919.52L13.67'918.81L25.00'919.79L25.00'919.792.0%2.0%4.5%4.5%10.8%6.8%6.8%R13.67' 919.28 R20.00' 919.56 R20.00' 919.56 L13.67' 918.86 L13.67' 918.86 L25.00' 919.83 L25.00' 919.83 2.0%2.0%4.4%4.4%10.8%6.9%6.9%R13.67' 919.47 L13.67' 919.47 R20.00' 919.59 R20.00' 919.59 L20.00' 919.63 L20.00' 919.63 2.0%2.0%1.8%1.8%2.4%2.4%WESTBEND ROADSTA: 38+50 - STA: 39+39X18Save: 12/6/2023 11:42 AM sprall Plot: 12/7/2023 2:40 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X02_Westbend.dwg 140Sheet No.OfSheets570 40+508959009059109158959009059109150102030405060700-10-20-30-40-50-60-7041+008959009059109158959009059109150102030405060700-10-20-30-40-50-60-7041+508959009059109158959009059109150102030405060700-10-20-30-40-50-60-7040+358959009059109158959009059109150102030405060700-10-20-30-40-50-60-7040+728959009059109158959009059109150102030405060700-10-20-30-40-50-60-7040+898959009059109158959009059109150102030405060700-10-20-30-40-50-60-70Ex.℄906.8P.℄906.55 Ex.℄907.0P.℄906.80 Ex.℄907.6P.℄907.28 Ex.℄907.9 P.℄907.67 Ex.℄908.1 P.℄907.92 Ex.℄909.1 P.℄909.03 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R13.67'906.73L13.67'906.73R20.00'906.94R20.00'906.94L20.00'906.71L20.00'906.712.0%2.0%3.4%3.4%0.3%0.3%R13.67'906.98L13.67'906.98R20.00'907.46R20.00'907.46L20.00'907.31L20.00'907.312.0%2.0%7.5%7.5%5.1%5.1%L13.67'907.46R13.67'907.04R13.67'907.04R25.00'907.93R25.00'907.93L20.00'907.61L20.00'907.612.0%2.0%6.8%8.6%8.6%2.4%2.4%L13.67' 907.85 R13.67' 907.43 R13.67' 907.43 R25.00' 908.20 R25.00' 908.20 L20.00' 908.03 L20.00' 908.03 2.0%2.0%6.8%6.8%6.8%2.9%2.9%R13.67' 908.10 L13.67' 908.10 R20.00' 908.31 R20.00' 908.31 L20.00' 908.19 L20.00' 908.19 2.0%2.0%3.3%3.3%1.4%1.4%R13.67' 909.21 L13.67' 909.21 R20.00' 909.29 R20.00' 909.29 L20.00' 909.27 L20.00' 909.27 2.0%2.0%1.2%1.2%0.9%0.9%WISCONSIN AVENUE NSTA: 40+35 - STA: 41+50X19Save: 12/6/2023 11:41 AM sprall Plot: 12/7/2023 2:41 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X03_Wisconsin (S).dwg 140Sheet No.OfSheets571 42+009009059109159209009059109159200102030405060700-10-20-30-40-50-60-7042+509009059109159209009059109159200102030405060700-10-20-30-40-50-60-7041+799009059109159209009059109159200102030405060700-10-20-30-40-50-60-7041+909009059109159209009059109159200102030405060700-10-20-30-40-50-60-7041+979009059109159209009059109159200102030405060700-10-20-30-40-50-60-7042+079009059109159209009059109159200102030405060700-10-20-30-40-50-60-70Ex.℄909.7P.℄909.62 Ex.℄909.9P.℄909.84 Ex.℄910.0P.℄909.97 Ex.℄910.1 P.℄910.03 Ex.℄910.2 P.℄910.16 Ex.℄910.8 P.℄910.98 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R13.67'909.80R20.00'909.89R20.00'909.89L13.67'909.39L13.67'909.39L36.00'911.08L36.00'911.082.0%2.0%1.3%1.3%10.8%6.7%6.7%R13.67'909.60R13.67'909.60R25.00'910.14R25.00'910.14L13.67'909.60L13.67'909.60L36.00'911.29L36.00'911.292.0%2.0%6.8%3.1%3.1%10.8%6.6%6.6%R13.67'909.73R13.67'909.73R25.00'910.27R25.00'910.27L13.67'909.73L13.67'909.73L36.00'911.36L36.00'911.362.0%2.0%6.8%3.1%3.1%10.8%6.3%6.3%L13.67' 910.21 R13.67' 909.79 R25.00' 910.32 R25.00' 910.32 L28.10' 911.02 L28.10' 911.02 2.0%2.0%6.8%2.9%2.9%5.6%5.6%L13.67' 910.34 R13.67' 909.93 R13.67' 909.93 R25.00' 910.42 R25.00' 910.42 L20.00' 910.78 L20.00' 910.78 2.0%2.0%6.8%2.4%2.4%7.0%7.0%R13.67' 911.16 L13.67' 911.16 R20.00' 911.37 R20.00' 911.37 L20.00' 911.28 L20.00' 911.28 2.0%2.0%3.2%3.2%1.8%1.8%WISCONSIN AVENUE NSTA: 41+79 - STA: 42+50X20Save: 12/6/2023 11:41 AM sprall Plot: 12/7/2023 2:41 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X03_Wisconsin (S).dwg 140Sheet No.OfSheets572 42+889009059109159209009059109159200102030405060700-10-20-30-40-50-60-70Ex.℄911.7P.℄911.69 R/WR13.67'911.87L13.67'911.87R20.00'912.04R20.00'912.04L20.00'912.23L20.00'912.232.0%2.0%2.6%2.6%5.6%5.6%WISCONSIN AVENUE NSTA: 42+88 - STA: 42+88X21Save: 12/6/2023 11:41 AM sprall Plot: 12/7/2023 2:41 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X03_Wisconsin (S).dwg 140Sheet No.OfSheets573 50+509009059109159209009059109159200102030405060700-10-20-30-40-50-60-7051+009059109159209259059109159209250102030405060700-10-20-30-40-50-60-7051+509059109159209259059109159209250102030405060700-10-20-30-40-50-60-7051+599059109159209259059109159209250102030405060700-10-20-30-40-50-60-7051+709059109159209259059109159209250102030405060700-10-20-30-40-50-60-7050+339009059109159209009059109159200102030405060700-10-20-30-40-50-60-70Ex.℄912.8P.℄912.09 Ex.℄913.3P.℄912.52 Ex.℄914.7P.℄914.38 Ex.℄916.8 P.℄916.58 Ex.℄917.2 P.℄917.02 Ex.℄917.8 P.℄917.59 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R13.67'912.27L13.67'912.27R20.00'912.85R20.00'912.85L20.00'912.96L20.00'912.962.0%2.0%9.1%9.1%10.8%10.8%R13.67'912.70L13.67'912.70R20.00'913.38R20.00'913.38L20.00'913.44L20.00'913.442.0%2.0%10.8%10.8%11.8%11.8%R13.67'914.56L13.67'914.56R25.00'914.79R25.00'914.79L20.00'914.67L20.00'914.672.0%2.0%2.0%2.0%1.7%1.7%R13.67' 916.76 L13.67' 916.76 R25.00' 917.03 R25.00' 917.03 L20.00' 916.89 L20.00' 916.89 2.0%2.0%2.4%2.4%2.1%2.1%L13.67' 917.20 R13.67' 916.79 R13.67' 916.79 R34.00' 918.40 R34.00' 918.40 L20.00' 917.33 L20.00' 917.33 2.0%2.0%6.8%8.3%8.3%2.0%2.0%R13.67' 917.35 R13.67' 917.35 R34.00' 918.82 R34.00' 918.82 L13.67' 917.35 L13.67' 917.35 L37.00' 918.74 L37.00' 918.74 2.0%2.0%6.8%7.4%7.4%2.8%6.8%6.8%WISCONSIN AVENUE NSTA: 50+33 - STA: 51+70X22Save: 12/6/2023 11:41 AM sprall Plot: 12/7/2023 2:42 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X04_Wisconsin (N).dwg 140Sheet No.OfSheets574 51+819059109159209259059109159209250102030405060700-10-20-30-40-50-60-7051+869059109159209259059109159209250102030405060700-10-20-30-40-50-60-7052+009059109159209259059109159209250102030405060700-10-20-30-40-50-60-7052+509109159209259309109159209259300102030405060700-10-20-30-40-50-60-7052+859109159209259309109159209259300102030405060700-10-20-30-40-50-60-7052+989159209259309359159209259309350102030405060700-10-20-30-40-50-60-70Ex.℄918.4P.℄918.17 Ex.℄918.6P.℄918.44 Ex.℄919.3P.℄919.23 Ex.℄922.4 P.℄922.22 Ex.℄924.5 P.℄924.32 Ex.℄925.4 P.℄925.10 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R13.67'917.93R13.67'917.93 R34.00' 919.16 R34.00' 919.16 L13.67'917.93L13.67'917.93L37.00'918.66L37.00'918.662.0%2.0%6.8%5.8%5.8%2.8%3.2%3.2%R13.67'918.62R21.44'918.76R21.44'918.76L13.67'918.21L13.67'918.21L37.00'918.74L37.00'918.742.0%2.0%1.8%1.8%2.8%2.1%2.1%R13.67'919.41L13.67'919.41R25.00'919.53R25.00'919.53L25.00'919.85L25.00'919.852.0%2.0%1.1%1.1%3.9%3.9%R13.67' 922.40 L13.67' 922.40 R25.94' 923.11 R25.94' 923.11 L25.00' 922.85 L25.00' 922.85 2.0%2.0%5.8%5.8%4.0%4.0%R13.67' 924.50 R25.00' 924.91 R25.00' 924.91 L13.67' 924.08 L13.67' 924.08 L38.00' 925.12 L38.00' 925.12 2.0%2.0%3.6%3.6%2.8%4.6%4.6%R13.67' 925.28 R25.00' 925.61 R25.00' 925.61 L13.67' 924.86 L38.00' 925.35 L38.00' 925.35 2.0%2.0%2.8%2.8%2.8%1.8%1.8%WISCONSIN AVENUE NSTA: 51+81 - STA: 52+98X23Save: 12/6/2023 11:41 AM sprall Plot: 12/7/2023 2:42 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X04_Wisconsin (N).dwg 140Sheet No.OfSheets575 53+009159209259309359159209259309350102030405060700-10-20-30-40-50-60-7053+109159209259309359159209259309350102030405060700-10-20-30-40-50-60-7053+239159209259309359159209259309350102030405060700-10-20-30-40-50-60-7053+509159209259309359159209259309350102030405060700-10-20-30-40-50-60-7053+609159209259309359159209259309350102030405060700-10-20-30-40-50-60-7053+759209259309359409209259309359400102030405060700-10-20-30-40-50-60-70Ex.℄925.5P.℄925.22 Ex.℄926.2P.℄925.82 Ex.℄927.0P.℄926.61 Ex.℄928.7 P.℄928.23 Ex.℄929.3 P.℄928.83 Ex.℄930.2 P.℄929.73 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R13.67'925.40R25.00'925.71R25.00'925.71L13.67'924.98L38.00'925.37L38.00'925.372.0%2.0%2.7%2.7%2.8%1.3%1.3%L13.67'926.00R13.67'925.59R13.67'925.59R27.00' 926.49 R27.00' 926.49 L25.00'926.25L25.00'926.252.0%2.0%6.8%6.7%6.7%2.2%2.2%L13.67'926.79R13.67'926.37R13.67'926.37R27.00' 926.91 R27.00' 926.91 L25.00'927.08L25.00'927.082.0%2.0%6.8%2.5%2.5%2.6%2.6%R13.67' 928.41 L13.67' 928.41 R20.00' 929.09 R20.00' 929.09 L25.00' 928.64 L25.00' 928.64 2.0%2.0%10.7%10.7%2.0%2.0%R13.67' 929.01 R20.00' 929.73 R20.00' 929.73 L13.67' 928.59 L13.67' 928.59 L39.85' 929.82 L39.85' 929.82 2.0%2.0%11.4%11.4%2.8%5.2%5.2%R13.67' 929.91 R20.00' 930.52 R20.00' 930.52 L13.67' 929.49 L34.27' 930.29 L34.27' 930.29 2.0%2.0%9.7%9.7%2.8%4.2%4.2%WISCONSIN AVENUE NSTA: 53+00 - STA: 53+75X24Save: 12/6/2023 11:41 AM sprall Plot: 12/7/2023 2:43 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X04_Wisconsin (N).dwg 140Sheet No.OfSheets576 54+009209259309359409209259309359400102030405060700-10-20-30-40-50-60-7054+139209259309359409209259309359400102030405060700-10-20-30-40-50-60-7054+269209259309359409209259309359400102030405060700-10-20-30-40-50-60-7054+509209259309359409209259309359400102030405060700-10-20-30-40-50-60-7054+779259309359409459259309359409450102030405060700-10-20-30-40-50-60-7054+909259309359409459259309359409450102030405060700-10-20-30-40-50-60-70Ex.℄931.5P.℄931.23 Ex.℄932.1P.℄931.97 Ex.℄932.7P.℄932.65 Ex.℄933.7 P.℄933.79 Ex.℄934.9 P.℄934.86 Ex.℄935.5 P.℄935.30 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R13.67'931.41L13.67'931.41R20.00'931.90R20.00'931.90L25.00'931.65L25.00'931.652.0%2.0%7.8%7.8%2.2%2.2%L13.67'932.15R13.67'931.73R13.67'931.73R20.00'932.31R20.00'932.31L25.00'932.71L25.00'932.712.0%2.0%10.8%3.1%3.1%4.9%4.9%L13.67'932.83R13.67'932.42R13.67'932.42R20.00'932.86R20.00'932.86L25.00'933.31L25.00'933.312.0%2.0%10.8%7.0%7.0%4.2%4.2%R13.67' 933.97 L13.67' 933.97 R20.00' 934.26 R20.00' 934.26 L25.00' 934.21 L25.00' 934.21 2.0%2.0%4.6%4.6%2.1%2.1%L13.67' 935.04 R13.67' 934.62 R13.67' 934.62 R29.75' 936.23 R29.75' 936.23 L25.00' 935.28 L25.00' 935.28 2.0%2.0%10.8%9.7%9.7%2.1%2.1%L13.67' 935.48 R13.67' 935.06 R13.67' 935.06 R29.75' 936.65 R29.75' 936.65 L25.00' 935.91 L25.00' 935.91 2.0%2.0%10.8%9.4%9.4%3.7%3.7%WISCONSIN AVENUE NSTA: 54+00 - STA: 54+90X25Save: 12/6/2023 11:41 AM sprall Plot: 12/7/2023 2:43 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X04_Wisconsin (N).dwg 140Sheet No.OfSheets577 55+009259309359409459259309359409450102030405060700-10-20-30-40-50-60-7055+239259309359409459259309359409450102030405060700-10-20-30-40-50-60-7055+369259309359409459259309359409450102030405060700-10-20-30-40-50-60-7055+509259309359409459259309359409450102030405060700-10-20-30-40-50-60-7055+729259309359409459259309359409450102030405060700-10-20-30-40-50-60-7055+949259309359409459259309359409450102030405060700-10-20-30-40-50-60-70Ex.℄935.8P.℄935.61 Ex.℄936.1P.℄936.19 Ex.℄936.3P.℄936.45 Ex.℄936.5 P.℄936.68 Ex.℄936.8 P.℄936.91 Ex.℄937.1 P.℄937.00 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R13.67'935.79L13.67'935.79R20.00'936.04R20.00'936.04L25.00'936.20L25.00'936.202.0%2.0%4.1%4.1%3.7%3.7%R13.67'936.37R20.00'936.84R20.00'936.84L13.67'935.95L13.67'935.95L25.00'936.95L25.00'936.952.0%2.0%7.5%7.5%10.8%7.2%7.2%R13.67'936.63R20.00'937.11R20.00'937.11L13.67'936.21L13.67'936.21L25.00'937.22L25.00'937.222.0%2.0%7.5%7.5%10.8%7.4%7.4%R13.67' 936.86 L13.67' 936.86 R20.00' 937.33 R20.00' 937.33 L20.00' 937.06 L20.00' 937.06 2.0%2.0%7.5%7.5%3.2%3.2%L13.67' 937.09 R13.67' 936.67 R13.67' 936.67 R33.00' 938.52 R33.00' 938.52 L20.00' 937.20 L20.00' 937.20 2.0%2.0%10.8%9.1%9.1%1.8%1.8%L13.67' 937.18 R13.67' 936.76 R13.67' 936.76 R33.00' 938.38 R33.00' 938.38 L20.00' 937.33 L20.00' 937.33 2.0%2.0%10.8%7.5%7.5%2.3%2.3%WISCONSIN AVENUE NSTA: 55+00 - STA: 55+94X26Save: 12/6/2023 11:41 AM sprall Plot: 12/7/2023 2:43 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X04_Wisconsin (N).dwg 140Sheet No.OfSheets578 56+009259309359409459259309359409450102030405060700-10-20-30-40-50-60-7056+279259309359409459259309359409450102030405060700-10-20-30-40-50-60-7056+429259309359409459259309359409450102030405060700-10-20-30-40-50-60-7056+509259309359409459259309359409450102030405060700-10-20-30-40-50-60-7056+709259309359409459259309359409450102030405060700-10-20-30-40-50-60-7056+859259309359409459259309359409450102030405060700-10-20-30-40-50-60-70Ex.℄937.1P.℄937.00 Ex.℄937.0P.℄936.87 Ex.℄936.8P.℄936.70 Ex.℄936.7 P.℄936.58 Ex.℄936.4 P.℄936.21 Ex.℄936.1 P.℄935.86 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R13.67'937.18L13.67'937.18 R33.00' 938.45 R33.00' 938.45 L20.00'937.36L20.00'937.362.0%2.0%6.6%6.6%2.8%2.8%R13.67'937.05R20.00'937.50R20.00'937.50L13.67'936.63L13.67'936.63L25.00'937.39L25.00'937.392.0%2.0%7.2%7.2%6.8%6.6%6.6%R13.67'936.88R20.00'937.35R20.00'937.35L13.67'936.46L13.67'936.46L25.00'937.23L25.00'937.232.0%2.0%7.5%7.5%6.8%6.7%6.7%R13.67' 936.76 L13.67' 936.76 R20.00' 937.29 R20.00' 937.29 L25.00' 936.99 L25.00' 936.99 2.0%2.0%8.3%8.3%2.0%2.0%L13.67' 936.39 R13.67' 935.97 R13.67' 935.97 R36.00' 937.84 R36.00' 937.84 L25.00' 936.60 L25.00' 936.60 2.0%2.0%10.8%7.7%7.7%1.9%1.9%R13.67' 935.62 R13.67' 935.62 R36.00' 937.70 R36.00' 937.70 L13.67' 935.62 L13.67' 935.62 L34.00' 936.76 L34.00' 936.76 2.0%2.0%10.8%8.9%8.9%6.8%5.2%5.2%WISCONSIN AVENUE NSTA: 56+00 - STA: 56+85X27Save: 12/6/2023 11:41 AM sprall Plot: 12/7/2023 2:43 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X04_Wisconsin (N).dwg 140Sheet No.OfSheets579 56+879259309359409459259309359409450102030405060700-10-20-30-40-50-60-7057+009259309359409459259309359409450102030405060700-10-20-30-40-50-60-7057+009259309359409459259309359409450102030405060700-10-20-30-40-50-60-7057+509259309359409459259309359409450102030405060700-10-20-30-40-50-60-7058+009209259309359409209259309359400102030405060700-10-20-30-40-50-60-7058+199209259309359409209259309359400102030405060700-10-20-30-40-50-60-70Ex.℄936.1P.℄935.81 Ex.℄935.8P.℄935.51 Ex.℄935.8P.℄935.51 Ex.℄934.6 P.℄934.34 Ex.℄933.3 P.℄933.17 Ex.℄932.9 P.℄932.73 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R13.67'935.58R13.67'935.58 R36.00' 937.74 R36.00' 937.74 L13.67'935.58L13.67'935.58L34.00'936.75L34.00'936.752.0%2.0%10.8%9.4%9.4%6.8%5.4%5.4%R13.67'935.69R20.00'936.28R20.00'936.28L13.67'935.27L34.00'936.52L34.00'936.522.0%2.0%9.3%9.3%6.8%5.9%5.9%R13.67'935.69R20.00'936.28R20.00'936.28L13.67'935.27L34.00'936.52L34.00'936.522.0%2.0%9.3%9.3%6.8%5.9%5.9%R13.67' 934.52 L13.67' 934.52 R20.00' 935.25 R20.00' 935.25 L20.00' 934.86 L20.00' 934.86 2.0%2.0%11.5%11.5%5.4%5.4%R13.67' 933.35 L13.67' 933.35 R20.00' 934.11 R20.00' 934.11 L20.00' 933.65 L20.00' 933.65 2.0%2.0%11.9%11.9%4.6%4.6%L13.67' 932.91 R13.67' 932.49 R13.67' 932.49 R25.00' 933.78 R25.00' 933.78 L20.00' 933.24 L20.00' 933.24 2.0%2.0%10.8%11.7%11.7%5.2%5.2%WISCONSIN AVENUE NSTA: 56+87 - STA: 58+19X28Save: 12/6/2023 11:41 AM sprall Plot: 12/7/2023 2:43 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X04_Wisconsin (N).dwg 140Sheet No.OfSheets580 58+359209259309359409209259309359400102030405060700-10-20-30-40-50-60-7058+379209259309359409209259309359400102030405060700-10-20-30-40-50-60-7058+509209259309359409209259309359400102030405060700-10-20-30-40-50-60-7058+569209259309359409209259309359400102030405060700-10-20-30-40-50-60-7059+009209259309359409209259309359400102030405060700-10-20-30-40-50-60-7059+499209259309359409209259309359400102030405060700-10-20-30-40-50-60-70Ex.℄932.6P.℄932.36 Ex.℄932.5P.℄932.31 Ex.℄932.2P.℄932.01 Ex.℄932.1 P.℄931.87 Ex.℄931.0 P.℄930.84 Ex.℄929.8 P.℄929.82 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W L13.67'932.54R13.67'932.12R13.67'932.12R25.00'933.36R25.00'933.36L23.79'933.23L23.79'933.232.0%2.0%10.8%11.0%11.0%6.8%6.8%R13.67'932.49R24.06'933.22R24.06'933.22L13.67'932.07L13.67'932.07L25.00'933.29L25.00'933.292.0%2.0%7.1%7.1%10.8%10.7%10.7%R13.67'932.19R20.00'932.65R20.00'932.65L13.67'931.77L25.00'932.99L25.00'932.992.0%2.0%7.3%7.3%10.8%10.7%10.7%R13.67' 932.05 R20.00' 932.61 R20.00' 932.61 L13.67' 931.63 L13.67' 931.63 L25.00' 932.85 L25.00' 932.85 2.0%2.0%8.8%8.8%10.8%10.7%10.7%R13.67' 931.02 L13.67' 931.02 R28.00' 931.22 R28.00' 931.22 L20.00' 931.30 L20.00' 931.30 2.0%2.0%1.4%1.4%4.4%4.4%R13.67' 930.00 R20.00' 930.14 R20.00' 930.14 L13.67' 929.58 L13.67' 929.58 L30.00' 931.09 L30.00' 931.09 2.0%2.0%2.2%2.2%10.8%8.6%8.6%WISCONSIN AVENUE NSTA: 58+35 - STA: 59+49X29Save: 12/6/2023 11:41 AM sprall Plot: 12/7/2023 2:43 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X04_Wisconsin (N).dwg 140Sheet No.OfSheets581 59+509209259309359409209259309359400102030405060700-10-20-30-40-50-60-7059+689209259309359409209259309359400102030405060700-10-20-30-40-50-60-70Ex.℄929.8P.℄929.80 Ex.℄929.4P.℄929.42 R/W R/W R/W R/WR13.67'929.98R20.00'930.11R20.00'930.11L13.67'929.56L30.00'931.07L30.00'931.072.0%2.0%2.1%2.1%10.8%8.5%8.5%R13.67'929.60R20.00'929.46R20.00'929.46L13.67'929.18L30.00'930.88L30.00'930.882.0%2.0%2.2%2.2%10.8%10.2%10.2%WISCONSIN AVENUE NSTA: 59+50 - STA: 59+68X30Save: 12/6/2023 11:41 AM sprall Plot: 12/7/2023 2:44 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X04_Wisconsin (N).dwg 140Sheet No.OfSheets582 60+509009059109159209009059109159200102030405060700-10-20-30-40-50-60-7060+629009059109159209009059109159200102030405060700-10-20-30-40-50-60-7060+699009059109159209009059109159200102030405060700-10-20-30-40-50-60-7060+839009059109159209009059109159200102030405060700-10-20-30-40-50-60-7061+009009059109159209009059109159200102030405060700-10-20-30-40-50-60-7060+339009059109159209009059109159200102030405060700-10-20-30-40-50-60-70Ex.℄913.9P.℄913.73 Ex.℄913.9P.℄913.76 Ex.℄913.9P.℄913.82 Ex.℄914.0 P.℄913.86 Ex.℄914.1 P.℄913.93 Ex.℄914.2 P.℄914.01 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R13.67'913.91L13.67'913.91R20.00'914.16R20.00'914.16L20.00'914.36L20.00'914.36L13.67'913.91L20.01'914.38L20.01'914.384.0%4.0%7.1%7.1%2.0%2.0%2.0%7.5%7.5%R13.67'913.94L13.67'913.94R20.00'914.50R20.00'914.50L20.00'914.28L20.00'914.288.8%8.8%5.3%5.3%2.0%2.0%L13.67'914.00R13.67'913.59R13.67'913.59 R30.00' 915.16 R30.00' 915.16 L20.00'914.51L20.00'914.5110.8%9.1%9.1%8.0%8.0%2.0%2.0%R13.67' 913.62 R13.67' 913.62 R30.00' 915.21 R30.00' 915.21 L13.67' 913.62 L13.67' 913.62 L30.00' 915.56 L30.00' 915.56 10.8%9.3%9.3%10.8%12.4%12.4%2.0%2.0%R13.67' 913.69 R13.67' 913.69 R30.00' 915.35 R30.00' 915.35 L13.67' 913.69 L13.67' 913.69 L30.00' 915.61 L30.00' 915.61 10.8%9.9%9.9%10.8%12.2%12.2%2.0%2.0%R13.67' 914.19 L13.67' 914.19 R20.00' 914.67 R20.00' 914.67 L25.00' 914.77 L25.00' 914.77 7.6%7.6%5.1%5.1%2.0%2.0%ORKLA DRIVESTA: 60+33 - STA: 61+00X31Save: 12/6/2023 11:39 AM sprall Plot: 12/7/2023 2:45 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X05_Orkla.dwg 140Sheet No.OfSheets583 61+509059109159209259059109159209250102030405060700-10-20-30-40-50-60-7061+699059109159209259059109159209250102030405060700-10-20-30-40-50-60-7061+839059109159209259059109159209250102030405060700-10-20-30-40-50-60-7062+009059109159209259059109159209250102030405060700-10-20-30-40-50-60-7062+309059109159209259059109159209250102030405060700-10-20-30-40-50-60-7062+469059109159209259059109159209250102030405060700-10-20-30-40-50-60-70Ex.℄914.4P.℄914.26 Ex.℄914.5P.℄914.38 Ex.℄914.6P.℄914.48 Ex.℄914.8 P.℄914.64 Ex.℄915.0 P.℄914.95 Ex.℄915.1 P.℄915.12 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R13.67'914.44L13.67'914.44R20.00'915.00R20.00'915.00L25.00'915.01L25.00'915.018.8%8.8%5.0%5.0%2.0%2.0%R13.67'914.56R20.00'914.77R20.00'914.77L13.67'914.14L13.67'914.14L25.00'915.07L25.00'915.073.4%3.4%6.8%9.4%9.4%2.0%2.0%R13.67'914.66R20.00'914.70R20.00'914.70L13.67'914.25L25.00'915.07L25.00'915.070.6%0.6%6.8%7.6%7.6%2.0%2.0%R13.67' 914.82 L13.67' 914.82 R20.00' 914.86 R20.00' 914.86 L25.00' 915.12 L25.00' 915.12 0.5%0.5%2.6%2.6%2.0%2.0%L13.67' 915.13 R13.67' 914.71 R13.67' 914.71 R25.00' 915.49 R25.00' 915.49 L25.00' 915.33 L25.00' 915.33 6.8%6.9%6.9%1.8%1.8%2.0%2.0%L13.67' 915.30 R13.67' 914.88 R13.67' 914.88 R25.00' 915.56 R25.00' 915.56 L25.00' 915.64 L25.00' 915.64 6.8%5.5%5.5%3.0%3.0%2.0%2.0%ORKLA DRIVESTA: 61+50 - STA: 62+46X32Save: 12/6/2023 11:39 AM sprall Plot: 12/7/2023 2:45 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X05_Orkla.dwg 140Sheet No.OfSheets584 62+509059109159209259059109159209250102030405060700-10-20-30-40-50-60-7063+009059109159209259059109159209250102030405060700-10-20-30-40-50-60-7063+279059109159209259059109159209250102030405060700-10-20-30-40-50-60-7063+429059109159209259059109159209250102030405060700-10-20-30-40-50-60-7063+509059109159209259059109159209250102030405060700-10-20-30-40-50-60-70Ex.℄915.1P.℄915.16 Ex.℄915.6P.℄915.67 Ex.℄915.9 P.℄915.95 Ex.℄916.0 P.℄916.10 Ex.℄916.0 P.℄916.19 R/W R/W R/W R/W R/W R/W R/W63+229059109159209259059109159209250102030405060700-10-20-30-40-50-60-70R/W R/WEx.℄915.8P.℄915.90 ORKLA DR. & WINNETKA HEIGHTS DR.INTERSECTIONORKLA DR. & WINNETKA HEIGHTS DR.INTERSECTIONORKLA DR. & WINNETKA HEIGHTS DR.INTERSECTIONR13.67'915.34L13.67'915.34R25.00'915.67R25.00'915.67L25.00'915.67L25.00'915.672.9%2.9%3.0%3.0%2.0%2.0%R13.67'915.85L13.67'915.85R25.00'916.16R25.00'916.16L25.00'916.26L25.00'916.262.7%2.7%3.6%3.6%2.0%2.0%R13.67'916.08L13.67'916.08R25.00'916.19R25.00'916.19L25.00'916.47L25.00'916.471.0%1.0%3.5%3.5%2.0%2.0%L13.67' 915.71 L13.67' 915.71 L25.00' 916.44 L25.00' 916.44 2.0%2.0%6.8%6.1%6.1%L13.67' 915.87 L25.00' 916.41 L25.00' 916.41 2.0%2.0%6.8%3.2%3.2%L13.67' 916.37 L25.00' 916.55 L25.00' 916.55 2.0%2.0%1.7%1.7%ORKLA DRIVESTA: 62+50 - STA: 63+50X33Save: 12/6/2023 11:39 AM sprall Plot: 12/7/2023 2:45 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X05_Orkla.dwg 140Sheet No.OfSheets585 63+579059109159209259059109159209250102030405060700-10-20-30-40-50-60-7063+829059109159209259059109159209250102030405060700-10-20-30-40-50-60-7063+959059109159209259059109159209250102030405060700-10-20-30-40-50-60-7064+009059109159209259059109159209250102030405060700-10-20-30-40-50-60-7064+509059109159209259059109159209250102030405060700-10-20-30-40-50-60-70Ex.℄916.1P.℄916.26 Ex.℄916.5P.℄916.51 Ex.℄916.6 P.℄916.65 Ex.℄916.7 P.℄916.70 Ex.℄917.2 P.℄917.34 R/W R/W R/W R/W R/W R/W R/W R/W63+909059109159209259059109159209250102030405060700-10-20-30-40-50-60-70R/W R/WEx.℄916.6P.℄916.60ORKLA DR. & WINNETKA HEIGHTS DR.INTERSECTIONORKLA DR. & WINNETKA HEIGHTS DR.INTERSECTIONL13.67'916.44L25.00'916.66L25.00'916.662.0%2.0%2.0%2.0%L13.67'916.28L13.67'916.28L25.00'916.88L25.00'916.882.0%2.0%2.8%7.4%7.4%R13.67'916.78R20.00'916.93R20.00'916.93L13.67'916.36L25.01'916.87L25.01'916.872.4%2.4%2.8%5.8%5.8%2.0%2.0%R13.66' 916.83 R20.00' 917.07 R20.00' 917.07 L13.67' 916.41 L13.67' 916.41 L25.01' 916.86 L25.01' 916.86 3.7%3.7%2.8%4.9%4.9%2.0%2.0%R13.67' 916.88 L13.67' 916.88 R20.00' 917.22 R20.00' 917.22 L19.99' 917.17 L19.99' 917.17 5.3%5.3%4.6%4.6%2.0%2.0%R13.67' 917.52 L13.67' 917.52 R20.13' 918.08 R20.13' 918.08 L20.00' 917.96 L20.00' 917.96 8.7%8.7%7.0%7.0%2.0%2.0%ORKLA DRIVESTA: 63+57 - STA: 64+50X34Save: 12/6/2023 11:39 AM sprall Plot: 12/7/2023 2:45 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X05_Orkla.dwg 140Sheet No.OfSheets586 64+769059109159209259059109159209250102030405060700-10-20-30-40-50-60-7065+009059109159209259059109159209250102030405060700-10-20-30-40-50-60-7065+449059109159209259059109159209250102030405060700-10-20-30-40-50-60-7065+509059109159209259059109159209250102030405060700-10-20-30-40-50-60-7065+589059109159209259059109159209250102030405060700-10-20-30-40-50-60-7066+009109159209259309109159209259300102030405060700-10-20-30-40-50-60-70Ex.℄917.5P.℄917.73 Ex.℄917.8P.℄918.14 Ex.℄918.7P.℄918.98 Ex.℄918.8 P.℄919.10 Ex.℄919.0 P.℄919.27 Ex.℄920.1 P.℄920.24 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R13.66'917.91R20.03'918.20R20.03'918.20L13.67'917.49L13.67'917.49L25.01'918.61L25.01'918.614.5%4.5%10.8%9.1%9.1%2.0%2.0%R13.67'918.32R19.99'918.96R19.99'918.96L13.67'917.90L25.01'918.87L25.01'918.8710.1%10.1%10.8%6.9%6.9%2.0%2.0%L13.67'919.16R13.67'918.74R13.67'918.74 R31.00' 920.04 R31.00' 920.04 L25.00'919.39L25.00'919.396.8%7.8%7.8%2.0%2.0%2.0%2.0%L13.67' 919.28 R13.67' 918.86 R31.00' 920.12 R31.00' 920.12 L25.00' 919.46 L25.00' 919.46 6.8%7.4%7.4%1.6%1.6%2.0%2.0%L13.67' 919.45 R13.66' 919.04 R13.66' 919.04 R31.00' 920.27 R31.00' 920.27 L25.00' 919.69 L25.00' 919.69 6.8%7.3%7.3%2.1%2.1%2.0%2.0%R13.67' 920.42 L13.67' 920.42 R23.44' 920.92 R23.44' 920.92 L25.00' 920.92 L25.00' 920.92 5.2%5.2%4.4%4.4%2.0%2.0%ORKLA DRIVESTA: 64+76 - STA: 66+00X35Save: 12/6/2023 11:39 AM sprall Plot: 12/7/2023 2:46 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X05_Orkla.dwg 140Sheet No.OfSheets587 66+029109159209259309109159209259300102030405060700-10-20-30-40-50-60-7066+179109159209259309109159209259300102030405060700-10-20-30-40-50-60-7066+309109159209259309109159209259300102030405060700-10-20-30-40-50-60-7066+449109159209259309109159209259300102030405060700-10-20-30-40-50-60-7066+509109159209259309109159209259300102030405060700-10-20-30-40-50-60-7067+009109159209259309109159209259300102030405060700-10-20-30-40-50-60-70Ex.℄920.1P.℄920.28 Ex.℄920.5P.℄920.64 Ex.℄920.9P.℄920.95 Ex.℄921.2 P.℄921.28 Ex.℄921.3 P.℄921.42 Ex.℄922.4 P.℄922.42 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W L13.66'920.46R13.67'920.04R13.67'920.04R25.00'921.10R25.00'921.10L25.00'921.00L25.00'921.0010.8%8.2%8.2%4.7%4.7%2.0%2.0%L13.66'920.82R13.67'920.40R13.67'920.40R25.01'921.35R25.01'921.35L24.99'921.36L24.99'921.3610.8%6.5%6.5%4.7%4.7%2.0%2.0%R13.67'921.13R20.00'921.60R20.00'921.60L13.66'920.71L13.66'920.71L24.99'921.78L24.99'921.787.5%7.5%10.8%8.3%8.3%2.0%2.0%R13.67' 921.46 R20.00' 921.69 R20.00' 921.69 L13.66' 921.04 L13.66' 921.04 L24.98' 922.06 L24.98' 922.06 3.6%3.6%10.8%7.5%7.5%2.0%2.0%R13.67' 921.60 L13.67' 921.60 R20.01' 921.76 R20.01' 921.76 L25.00' 922.12 L25.00' 922.12 2.5%2.5%4.6%4.6%2.0%2.0%R13.67' 922.60 L13.67' 922.60 R22.00' 922.68 R22.00' 922.68 L25.01' 923.06 L25.01' 923.06 1.0%1.0%4.1%4.1%2.0%2.0%ORKLA DRIVESTA: 66+02 - STA: 67+00X36Save: 12/6/2023 11:39 AM sprall Plot: 12/7/2023 2:46 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X05_Orkla.dwg 140Sheet No.OfSheets588 67+239109159209259309109159209259300102030405060700-10-20-30-40-50-60-7067+379109159209259309109159209259300102030405060700-10-20-30-40-50-60-7067+509109159209259309109159209259300102030405060700-10-20-30-40-50-60-7067+649109159209259309109159209259300102030405060700-10-20-30-40-50-60-7067+789109159209259309109159209259300102030405060700-10-20-30-40-50-60-7068+009109159209259309109159209259300102030405060700-10-20-30-40-50-60-70Ex.℄922.8P.℄922.73 Ex.℄923.0P.℄922.87 Ex.℄923.2P.℄922.98 Ex.℄923.3 P.℄923.10 Ex.℄923.5 P.℄923.22 Ex.℄923.5 P.℄923.40 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R13.67'922.91R20.25'923.21R20.25'923.21L13.67'922.49L13.67'922.49L25.04'923.28L25.04'923.284.5%4.5%6.8%7.1%7.1%2.0%2.0%R13.67'923.05R20.00'923.39R20.00'923.39L13.66'922.64L13.66'922.64L25.03'923.38L25.03'923.385.4%5.4%6.8%6.3%6.3%2.0%2.0%R13.67'923.16L13.67'923.16R20.00'923.64R20.00'923.64L29.00'923.50L29.00'923.507.4%7.4%2.2%2.2%2.0%2.0%L13.66' 923.28 R13.67' 922.86 R13.67' 922.86 R25.00' 924.01 R25.00' 924.01 L29.00' 923.61 L29.00' 923.61 10.8%9.7%9.7%2.1%2.1%2.0%2.0%L13.66' 923.40 R13.67' 922.98 R13.67' 922.98 R25.00' 924.18 R25.00' 924.18 L25.00' 923.93 L25.00' 923.93 10.8%10.5%10.5%4.7%4.7%2.0%2.0%R13.67' 923.58 L13.67' 923.58 R20.00' 923.83 R20.00' 923.83 L25.00' 923.98 L25.00' 923.98 4.0%4.0%3.5%3.5%2.0%2.0%ORKLA DRIVESTA: 67+23 - STA: 68+00X37Save: 12/6/2023 11:39 AM sprall Plot: 12/7/2023 2:46 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X05_Orkla.dwg 140Sheet No.OfSheets589 68+189109159209259309109159209259300102030405060700-10-20-30-40-50-60-7068+329109159209259309109159209259300102030405060700-10-20-30-40-50-60-7068+509109159209259309109159209259300102030405060700-10-20-30-40-50-60-7068+779109159209259309109159209259300102030405060700-10-20-30-40-50-60-7068+889109159209259309109159209259300102030405060700-10-20-30-40-50-60-7069+009109159209259309109159209259300102030405060700-10-20-30-40-50-60-70Ex.℄923.6P.℄923.52 Ex.℄923.6P.℄923.57 Ex.℄923.5P.℄923.58 Ex.℄923.4 P.℄923.45 Ex.℄923.3 P.℄923.36 Ex.℄923.2 P.℄923.23 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R13.67'923.28R13.67'923.28R25.00'924.50R25.00'924.50L13.67'923.28L13.67'923.28L25.03'924.22L25.03'924.2210.8%10.7%10.7%6.8%9.4%9.4%2.0%2.0%R13.66'923.33R13.66'923.33R25.00'924.51R25.00'924.51L13.67'923.33L13.67'923.33L25.01'924.14L25.01'924.1410.8%10.0%10.0%6.8%7.4%7.4%2.0%2.0%R13.67'923.76L13.67'923.76R25.00'924.34R25.00'924.34L25.00'923.90L25.00'923.905.2%5.2%1.3%1.3%2.0%2.0%R13.66' 923.63 R24.99' 924.14 R24.99' 924.14 L13.67' 923.22 L13.67' 923.22 L25.01' 923.78 L25.01' 923.78 4.5%4.5%6.8%3.5%3.5%2.0%2.0%R13.67' 923.54 R24.34' 923.94 R24.34' 923.94 L13.67' 923.12 L13.67' 923.12 L25.02' 923.88 L25.02' 923.88 3.7%3.7%6.8%6.6%6.6%2.0%2.0%R13.67' 923.41 L13.67' 923.41 R20.00' 923.66 R20.00' 923.66 L25.00' 923.80 L25.00' 923.80 4.0%4.0%3.4%3.4%2.0%2.0%ORKLA DRIVESTA: 68+18 - STA: 69+00X38Save: 12/6/2023 11:39 AM sprall Plot: 12/7/2023 2:46 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X05_Orkla.dwg 140Sheet No.OfSheets590 69+299109159209259309109159209259300102030405060700-10-20-30-40-50-60-7069+409109159209259309109159209259300102030405060700-10-20-30-40-50-60-7069+429109159209259309109159209259300102030405060700-10-20-30-40-50-60-7069+509109159209259309109159209259300102030405060700-10-20-30-40-50-60-7069+589109159209259309109159209259300102030405060700-10-20-30-40-50-60-7069+849109159209259309109159209259300102030405060700-10-20-30-40-50-60-70Ex.℄923.0P.℄922.91 Ex.℄922.8P.℄922.79 Ex.℄922.8P.℄922.77 Ex.℄922.7 P.℄922.69 Ex.℄922.6 P.℄922.60 Ex.℄922.4 P.℄922.31 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R13.66'923.09R20.00'923.31R20.00'923.31L13.67'922.68L13.67'922.68L25.00'923.78L25.00'923.783.4%3.4%10.8%8.9%8.9%2.0%2.0%R13.67'922.97R25.00'923.01R25.00'923.01L13.67'922.56L25.00'923.59L25.00'923.590.3%0.3%10.8%7.8%7.8%2.0%2.0%L13.67'922.95R13.67'922.53R25.00'922.84R25.00'922.84L24.01'923.54L24.01'923.542.8%2.5%2.5%5.7%5.7%2.0%2.0%L13.67' 922.87 R13.67' 922.45 R25.00' 922.81 R25.00' 922.81 L20.00' 923.34 L20.00' 923.34 2.8%3.5%3.5%7.5%7.5%2.0%2.0%L13.67' 922.78 R13.67' 922.36 R13.67' 922.36 R25.00' 922.79 R25.00' 922.79 L20.00' 923.23 L20.00' 923.23 2.8%4.6%4.6%7.1%7.1%2.0%2.0%R13.67' 922.49 L13.67' 922.49 R20.00' 922.65 R20.00' 922.65 L20.00' 923.18 L20.00' 923.18 2.5%2.5%10.8%10.8%2.0%2.0%ORKLA DRIVESTA: 69+29 - STA: 69+84X39Save: 12/6/2023 11:39 AM sprall Plot: 12/7/2023 2:46 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X05_Orkla.dwg 140Sheet No.OfSheets591 81+509109159209259309109159209259300102030405060700-10-20-30-40-50-60-7082+009109159209259309109159209259300102030405060700-10-20-30-40-50-60-7082+509109159209259309109159209259300102030405060700-10-20-30-40-50-60-7082+259109159209259309109159209259300102030405060700-10-20-30-40-50-60-7082+089109159209259309109159209259300102030405060700-10-20-30-40-50-60-7081+379109159209259309109159209259300102030405060700-10-20-30-40-50-60-70Ex.℄924.1P.℄923.90 Ex.℄924.3P.℄923.88 Ex.℄923.6P.℄923.26 Ex.℄923.4 P.℄923.09 Ex.℄923.0 P.℄922.67 Ex.℄922.4 P.℄922.04 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R13.67'924.08L13.67'924.08R20.00'925.28R20.00'925.28L22.08'924.22L22.08'924.2218.9%18.9%1.6%1.6%2.0%2.0%R13.67'924.06L13.67'924.06R20.00'925.19R20.00'925.19L22.02'924.36L22.02'924.3617.9%17.9%3.6%3.6%2.0%2.0%R13.67'923.44L13.67'923.44R20.00'923.88R20.00'923.88L20.00'923.63L20.00'923.636.9%6.9%2.9%2.9%2.0%2.0%L13.67' 923.27 R13.67' 922.85 R25.00' 923.69 R25.00' 923.69 L20.00' 923.46 L20.00' 923.46 6.8%8.0%8.0%3.0%3.0%2.0%2.0%L13.67' 922.85 R13.67' 922.43 R25.00' 923.30 R25.00' 923.30 L20.00' 923.06 L20.00' 923.06 6.8%8.4%8.4%3.4%3.4%2.0%2.0%R13.67' 922.22 L13.67' 922.22 R20.00' 922.63 R20.00' 922.63 L20.00' 922.39 L20.00' 922.39 6.4%6.4%2.7%2.7%2.0%2.0%VALDERS AVENUE NSTA: 81+37 - STA: 82+50X40Save: 12/6/2023 3:13 PM sprall Plot: 12/7/2023 2:48 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X06_Valders (S) WinHts.dwg 140Sheet No.OfSheets592 83+009109159209259309109159209259300102030405060700-10-20-30-40-50-60-7083+509109159209259309109159209259300102030405060700-10-20-30-40-50-60-7083+839109159209259309109159209259300102030405060700-10-20-30-40-50-60-7083+329109159209259309109159209259300102030405060700-10-20-30-40-50-60-7082+829109159209259309109159209259300102030405060700-10-20-30-40-50-60-7082+689109159209259309109159209259300102030405060700-10-20-30-40-50-60-70Ex.℄922.0P.℄921.59 Ex.℄921.6P.℄921.24 Ex.℄921.2P.℄920.80 Ex.℄920.5 P.℄920.17 Ex.℄920.1 P.℄919.92 Ex.℄919.8 P.℄919.66 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W L13.67'921.77R13.67'921.35R13.67'921.35R25.00'922.36R25.00'922.36L20.00'921.94L20.00'921.9410.8%7.3%7.3%2.7%2.7%2.0%2.0%L13.67'921.42R13.67'921.00R13.67'921.00R25.00'922.33R25.00'922.33L20.00'921.46L20.00'921.4610.8%12.4%12.4%0.6%0.6%2.0%2.0%R13.67'920.98L13.67'920.98R20.00'921.58R20.00'921.58L20.00'921.08L20.00'921.089.5%9.5%1.6%1.6%2.0%2.0%R13.67' 920.35 R20.00' 920.74 R20.00' 920.74 L13.67' 919.93 L13.67' 919.93 L25.00' 920.82 L25.00' 920.82 6.2%6.2%10.8%5.5%5.5%2.0%2.0%R13.67' 920.10 R20.00' 920.32 R20.00' 920.32 L13.67' 919.68 L25.00' 920.78 L25.00' 920.78 3.5%3.5%10.8%8.8%8.8%2.0%2.0%R13.67' 919.84 L13.67' 919.84 R20.00' 920.13 R20.00' 920.13 L25.00' 920.16 L25.00' 920.16 4.6%4.6%2.8%2.8%2.0%2.0%VALDERS AVENUE NSTA: 82+68 - STA: 83+83X41Save: 12/6/2023 3:13 PM sprall Plot: 12/7/2023 2:48 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X06_Valders (S) WinHts.dwg 140Sheet No.OfSheets593 84+009109159209259309109159209259300102030405060700-10-20-30-40-50-60-7084+509109159209259309109159209259300102030405060700-10-20-30-40-50-60-7084+349109159209259309109159209259300102030405060700-10-20-30-40-50-60-7084+109109159209259309109159209259300102030405060700-10-20-30-40-50-60-7084+179109159209259309109159209259300102030405060700-10-20-30-40-50-60-70Ex.℄919.8P.℄919.63 Ex.℄919.8P.℄919.64 Ex.℄919.7P.℄919.67 Ex.℄919.8 P.℄919.77 Ex.℄920.0 P.℄919.93 R/W R/W R/W R/W R/W 84+519109159209259309109159209259300102030405060700-10-20-30-40-50-60-70R/W R/W Ex.℄920.0 P.℄919.94VALDERS AVE. N. & WESTBEND RD.INTERSECTIONVALDERS AVE. N. & WESTBEND RD.INTERSECTIONVALDERS AVE. N. & WESTBEND RD.INTERSECTIONVALDERS AVE. N. & WESTBEND RD.INTERSECTIONVALDERS AVE. N. & WESTBEND RD.INTERSECTIONR13.67'919.81R20.00'920.16R20.00'920.162.0%5.5%5.5%2.0%R13.67'919.40R13.67'919.40R22.00'920.24R22.00'920.242.0%10.8%8.9%8.9%2.0%R13.67'919.43R13.67'919.43R22.00'920.21R22.00'920.212.0%10.8%7.1%7.1%2.0%R13.67' 919.53 R13.67' 919.53 R22.00' 920.29 R22.00' 920.292.0%10.8%6.4%6.4%2.0%R13.67' 920.11 R20.00' 920.18 R20.00' 920.182.0%1.1%1.1%2.0%R13.67' 920.12 L13.67' 920.12 R20.00' 920.19 R20.00' 920.19 L25.00' 920.28 L25.00' 920.28 1.1%1.1%1.4%1.4%2.0%2.0%VALDERS AVENUE NSTA: 84+00 - STA: 84+51X42Save: 12/6/2023 3:13 PM sprall Plot: 12/7/2023 2:48 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X06_Valders (S) WinHts.dwg 140Sheet No.OfSheets594 85+009109159209259309109159209259300102030405060700-10-20-30-40-50-60-7085+509109159209259309109159209259300102030405060700-10-20-30-40-50-60-7085+829109159209259309109159209259300102030405060700-10-20-30-40-50-60-7085+619109159209259309109159209259300102030405060700-10-20-30-40-50-60-7084+969109159209259309109159209259300102030405060700-10-20-30-40-50-60-7084+819109159209259309109159209259300102030405060700-10-20-30-40-50-60-70Ex.℄920.5P.℄920.41 Ex.℄920.8P.℄920.73 Ex.℄920.9P.℄920.82 Ex.℄922.5 P.℄922.27 Ex.℄922.8 P.℄922.61 Ex.℄923.4 P.℄923.23 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W L13.67'920.59R13.67'920.17R25.00'921.17R25.00'921.17L26.58'921.13L26.58'921.1310.8%7.2%7.2%4.2%4.2%2.0%2.0%L13.67'920.91R13.67'920.49R13.67'920.49R25.00'921.49R25.00'921.49L28.00'921.28L28.00'921.2810.8%7.2%7.2%2.6%2.6%2.0%2.0%R13.67'921.00L13.67'921.00R23.92'921.53R23.92'921.53L28.00'921.33L28.00'921.335.2%5.2%2.3%2.3%2.0%2.0%R13.67' 922.74 L13.67' 922.45 R20.00' 923.45 R20.00' 923.45 L20.00' 922.63 L20.00' 922.63 11.2%11.2%2.9%2.9%0.5%2.0%L13.67' 922.79 R13.67' 922.72 R30.00' 925.49 R30.00' 925.49 L20.00' 922.88 L20.00' 922.88 10.8%19.7%19.7%1.4%1.4%1.0%2.0%L13.67' 923.41 R13.67' 923.34 R30.00' 925.74 R30.00' 925.74 L20.00' 923.41 L20.00' 923.41 10.8%16.4%16.4%0.0%0.0%1.1%2.0%VALDERS AVENUE NSTA: 84+81 - STA: 85+82X43Save: 12/6/2023 3:13 PM sprall Plot: 12/7/2023 2:48 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X06_Valders (S) WinHts.dwg 140Sheet No.OfSheets595 86+009109159209259309109159209259300102030405060700-10-20-30-40-50-60-7086+509159209259309359159209259309350102030405060700-10-20-30-40-50-60-7087+009159209259309359159209259309350102030405060700-10-20-30-40-50-60-7087+229159209259309359159209259309350102030405060700-10-20-30-40-50-60-7086+579159209259309359159209259309350102030405060700-10-20-30-40-50-60-7086+419159209259309359159209259309350102030405060700-10-20-30-40-50-60-70Ex.℄923.9P.℄923.70 Ex.℄924.8P.℄924.59 Ex.℄925.0P.℄924.75 Ex.℄925.1 P.℄924.88 Ex.℄925.7 P.℄925.58 Ex.℄925.9 P.℄925.56 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R13.67'924.24L13.67'923.88R20.00'924.74R20.00'924.74L20.00'924.11L20.00'924.117.9%7.9%3.7%3.7%1.2%2.0%R13.67'925.17R20.00'926.65R20.00'926.65L13.67'924.35L13.67'924.35L25.00'925.25L25.00'925.2523.5%23.5%6.8%8.9%8.9%1.5%2.0%R13.67'925.34R20.00'926.98R20.00'926.98L13.67'924.51L25.00'925.37L25.00'925.3726.0%26.0%6.8%8.2%8.2%1.5%2.0%R13.67' 925.47 R20.00' 926.93 R20.00' 926.93 L13.67' 924.64 L13.67' 924.64 L25.00' 925.45 L25.00' 925.45 23.1%23.1%6.8%7.5%7.5%1.6%2.0%R13.67' 926.21 L13.67' 925.76 R20.00' 927.36 R20.00' 927.36 L25.00' 925.90 L25.00' 925.90 18.1%18.1%1.2%1.2%1.9%2.0%L13.67' 925.74 R13.67' 925.78 R40.00' 929.26 R40.00' 929.26 L20.00' 925.84 L20.00' 925.84 10.8%13.8%13.8%1.5%1.5%2.0%2.0%VALDERS AVENUE NSTA: 86+00 - STA: 87+22X44Save: 12/6/2023 3:13 PM sprall Plot: 12/7/2023 2:48 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X06_Valders (S) WinHts.dwg 140Sheet No.OfSheets596 87+509159209259309359159209259309350102030405060700-10-20-30-40-50-60-7088+009109159209259309109159209259300102030405060700-10-20-30-40-50-60-7088+459109159209259309109159209259300102030405060700-10-20-30-40-50-60-7087+679109159209259309109159209259300102030405060700-10-20-30-40-50-60-7087+599159209259309359159209259309350102030405060700-10-20-30-40-50-60-7087+379159209259309359159209259309350102030405060700-10-20-30-40-50-60-70Ex.℄925.8P.℄925.33 Ex.℄925.5P.℄924.97 Ex.℄925.1P.℄924.65 Ex.℄924.7 P.℄924.31 Ex.℄923.2 P.℄922.57 Ex.℄921.3 P.℄920.48 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W L13.67'925.51R13.67'925.51 R30.15' 927.27 R30.15' 927.27 L20.00'925.76L20.00'925.7610.8%10.6%10.6%4.0%4.0%1.6%2.0%R13.67'925.48L13.67'925.15 R34.96' 926.73 R34.96' 926.73 L20.00'925.47L20.00'925.475.9%5.9%5.0%5.0%0.8%2.0%L13.67'924.83R13.67'924.62 R47.15' 926.37 R47.15' 926.37 L20.00'925.42L20.00'925.422.8%5.7%5.7%9.2%9.2%0.3%2.0%L13.67' 924.49 R13.67' 924.22 R49.39' 926.16 R49.39' 926.16 L20.00' 924.95 L20.00' 924.95 2.8%5.9%5.9%7.2%7.2%0.7%2.0%R13.67' 922.75 L13.67' 922.75 R27.05' 922.86 R27.05' 922.86 L20.00' 923.33 L20.00' 923.33 0.8%0.8%9.2%9.2%2.0%2.0%L13.67' 920.66 R13.67' 920.24 R13.67' 920.24 R34.00' 920.91 R34.00' 920.91 L20.00' 921.22 L20.00' 921.22 2.8%3.5%3.5%8.8%8.8%2.0%2.0%VALDERS AVENUE N AND WINNETKA HEIGHTS DRIVESTA: 87+37 - STA: 88+45X45Save: 12/6/2023 3:13 PM sprall Plot: 12/7/2023 2:48 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X06_Valders (S) WinHts.dwg 140Sheet No.OfSheets597 88+509109159209259309109159209259300102030405060700-10-20-30-40-50-60-7089+009059109159209259059109159209250102030405060700-10-20-30-40-50-60-7089+259059109159209259059109159209250102030405060700-10-20-30-40-50-60-7089+179059109159209259059109159209250102030405060700-10-20-30-40-50-60-7088+639109159209259309109159209259300102030405060700-10-20-30-40-50-60-70Ex.℄921.1P.℄920.29 Ex.℄920.6P.℄919.84 Ex.℄919.5 P.℄918.88 Ex.℄919.0 P.℄918.60 Ex.℄918.8 P.℄918.49 R/W R/W R/W R/W R/W R/W R/W88+929059109159209259059109159209250102030405060700-10-20-30-40-50-60-70R/W R/WEx.℄919.7P.℄919.05 WINNETKA HEIGHTS DR. AND VALDERS AVE. N.INTERSECTIONWINNETKA HEIGHTS DR. AND VALDERS AVE. N.INTERSECTIONWINNETKA HEIGHTS DR. AND VALDERS AVE. N.INTERSECTIONL13.67'920.47R13.67'920.05 R34.00' 921.00 R34.00' 921.00 L20.00'920.95L20.00'920.952.8%5.3%5.3%7.6%7.6%2.0%2.0%L13.67'920.02R13.67'919.60R13.67'919.60 R34.00' 920.56 R34.00' 920.56 L20.00'920.45L20.00'920.452.8%5.3%5.3%6.7%6.7%2.0%2.0%R13.67'919.23L13.67'919.23R20.00'919.60R20.00'919.60L20.00'919.45L20.00'919.455.9%5.9%3.6%3.6%2.0%2.0%L13.67' 919.06 L20.00' 919.10 L20.00' 919.10 2.0%2.0%0.6%0.6%L13.67' 918.36 L13.67' 918.36 L25.00' 918.74 L25.00' 918.74 2.0%2.0%2.8%3.7%3.7%5.5%L13.67' 918.26 L25.00' 918.73 L25.00' 918.73 2.0%2.0%2.8%5.2%5.2%WINNETKA HEIGHTS DRIVESTA: 88+50 - STA: 89+25X46Save: 12/6/2023 3:13 PM sprall Plot: 12/7/2023 2:48 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X06_Valders (S) WinHts.dwg 140Sheet No.OfSheets598 89+509059109159209259059109159209250102030405060700-10-20-30-40-50-60-7090+009059109159209259059109159209250102030405060700-10-20-30-40-50-60-7089+859059109159209259059109159209250102030405060700-10-20-30-40-50-60-7089+729059109159209259059109159209250102030405060700-10-20-30-40-50-60-7089+379059109159209259059109159209250102030405060700-10-20-30-40-50-60-70Ex.℄918.6P.℄918.34 Ex.℄918.4P.℄918.18 Ex.℄918.1 P.℄917.91 Ex.℄918.0 P.℄917.74 Ex.℄917.9 P.℄917.56 R/W R/W R/W R/W R/W R/W R/W R/W89+599059109159209259059109159209250102030405060700-10-20-30-40-50-60-70R/W R/WEx.℄918.3P.℄918.07WINNETKA HEIGHTS DR. AND VALDERS AVE. N.INTERSECTIONWINNETKA HEIGHTS DR. AND VALDERS AVE. N.INTERSECTIONL13.67'918.11L25.00'918.48L25.00'918.482.0%2.0%2.8%3.7%3.7%0.3%L13.67'918.36L26.23'918.55L26.23'918.552.0%2.0%1.5%1.5%R13.67'918.25L13.67'918.25R20.00'918.52R20.00'918.52L28.46'918.44L28.46'918.444.3%4.3%1.3%1.3%2.0%2.0%L13.67' 918.09 R13.67' 917.67 R13.67' 917.67 R30.00' 919.26 R30.00' 919.26 L32.13' 918.30 L32.13' 918.30 10.8%9.2%9.2%1.2%1.2%2.0%2.0%L13.67' 917.92 R13.67' 917.51 R13.67' 917.51 R30.00' 919.42 R30.00' 919.42 L25.00' 918.09 L25.00' 918.09 10.8%12.1%12.1%1.5%1.5%2.0%2.0%R13.67' 917.74 L13.67' 917.74 R20.43' 918.33 R20.43' 918.33 L25.00' 917.86 L25.00' 917.86 8.7%8.7%1.1%1.1%2.0%2.0%WINNETKA HEIGHTS DRIVESTA: 89+37 - STA: 90+00X47Save: 12/6/2023 3:13 PM sprall Plot: 12/7/2023 2:49 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X06_Valders (S) WinHts.dwg 140Sheet No.OfSheets599 90+509059109159209259059109159209250102030405060700-10-20-30-40-50-60-7091+009059109159209259059109159209250102030405060700-10-20-30-40-50-60-7091+509059109159209259059109159209250102030405060700-10-20-30-40-50-60-7091+589059109159209259059109159209250102030405060700-10-20-30-40-50-60-7090+809059109159209259059109159209250102030405060700-10-20-30-40-50-60-7090+589059109159209259059109159209250102030405060700-10-20-30-40-50-60-70Ex.℄917.5P.℄917.21 Ex.℄917.5P.℄917.17 Ex.℄917.4P.℄917.06 Ex.℄917.2 P.℄916.96 Ex.℄916.9 P.℄916.66 Ex.℄916.9 P.℄916.59 R/W R/W R/W R/W R/W R/W R/W R/W R13.67'917.39L13.67'917.39R20.00'918.07R20.00'918.07L25.00'917.77L25.00'917.7710.6%10.6%3.3%3.3%2.0%2.0%R13.67'917.35R20.00'918.04R20.00'918.04L13.67'916.93L13.67'916.93L25.00'917.68L25.00'917.6810.9%10.9%6.8%6.4%6.4%2.0%2.0%R13.67'917.24R20.00'918.09R20.00'918.09L13.67'916.82L13.67'916.82L23.21'917.49L23.21'917.4913.4%13.4%6.8%7.1%7.1%2.0%2.0%R13.67' 917.14 L13.67' 917.14 R20.00' 917.83 R20.00' 917.83 L20.00' 917.30 L20.00' 917.30 10.8%10.8%2.4%2.4%2.0%2.0%R13.67' 916.84 L13.67' 916.84 R20.00' 917.34 R20.00' 917.34 L35.00' 917.04 L35.00' 917.04 7.9%7.9%0.9%0.9%2.0%2.0%L13.67' 916.77 R13.67' 916.35 R13.67' 916.35 R30.00' 918.64 R30.00' 918.64 L35.00' 916.94 L35.00' 916.94 10.8%15.4%15.4%0.8%0.8%2.0%2.0%WINNETKA HEIGHTS DRIVESTA: 90+50 - STA: 91+58X48Save: 12/6/2023 3:13 PM sprall Plot: 12/7/2023 2:49 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X06_Valders (S) WinHts.dwg 140Sheet No.OfSheets600 92+009059109159209259059109159209250102030405060700-10-20-30-40-50-60-7091+759059109159209259059109159209250102030405060700-10-20-30-40-50-60-70Ex.℄916.7P.℄916.42 Ex.℄916.3P.℄916.10L13.67'916.60R13.67'916.18 R30.00' 918.47 R30.00' 918.47 L24.96'916.57L24.96'916.5710.8%15.4%15.4%0.2%0.2%2.0%2.0%R13.67'916.28L13.67'916.28R20.00'916.98R20.00'916.98L20.00'916.52L20.00'916.5211.0%11.0%3.7%3.7%2.0%2.0%WINNETKA HEIGHTS DRIVESTA: 91+75 - STA: 92+00X49Save: 12/6/2023 3:13 PM sprall Plot: 12/7/2023 2:49 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X06_Valders (S) WinHts.dwg 140Sheet No.OfSheets601 100+509059109159209259059109159209250102030405060700-10-20-30-40-50-60-70101+009059109159209259059109159209250102030405060700-10-20-30-40-50-60-70101+509059109159209259059109159209250102030405060700-10-20-30-40-50-60-70101+949059109159209259059109159209250102030405060700-10-20-30-40-50-60-70101+739059109159209259059109159209250102030405060700-10-20-30-40-50-60-70100+349059109159209259059109159209250102030405060700-10-20-30-40-50-60-70Ex.℄918.6P.℄918.15 Ex.℄918.7P.℄918.05 Ex.℄918.2P.℄917.49 Ex.℄917.3 P.℄916.56 Ex.℄916.6 P.℄916.09 Ex.℄916.0 P.℄915.63 R/W R/W R/WR/W R/WR/W R/W R/W R/W R/W R/W R/W R13.67'918.33L13.67'918.33R20.00'919.13R20.00'919.13L20.00'919.17L20.00'919.1712.6%12.6%13.3%13.3%2.0%2.0%R13.67'918.23L13.67'918.23R20.00'918.86R20.00'918.86L20.00'919.14L20.00'919.1410.0%10.0%14.4%14.4%2.0%2.0%R13.67'917.67L13.67'917.67R20.00'918.31R20.00'918.31L20.00'918.36L20.00'918.3610.1%10.1%10.9%10.9%2.0%2.0%R13.67' 916.74 L13.67' 916.79 R20.00' 916.98 R20.00' 916.98 L20.00' 917.62 L20.00' 917.62 3.7%3.7%13.1%13.1%2.0%1.6%L13.67' 916.43 R13.67' 915.86 R30.00' 916.06 R30.00' 916.06 L20.00' 916.91 L20.00' 916.91 2.8%0.6%0.6%7.6%7.6%2.0%0.6%R13.67' 915.39 R13.67' 915.39 R30.00' 916.05 R30.00' 916.05 L13.67' 915.69 L13.67' 915.69 L30.00' 917.66 L30.00' 917.66 2.8%4.5%4.5%10.8%12.6%12.6%2.0%0.6%VALDERS AVENUE NSTA: 100+34 - STA: 101+94X50Save: 12/6/2023 11:40 AM sprall Plot: 12/7/2023 2:50 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X07_Valders (N).dwg 140Sheet No.OfSheets602 102+009059109159209259059109159209250102030405060700-10-20-30-40-50-60-70102+509059109159209259059109159209250102030405060700-10-20-30-40-50-60-70102+659009059109159209009059109159200102030405060700-10-20-30-40-50-60-70102+389059109159209259059109159209250102030405060700-10-20-30-40-50-60-70102+149059109159209259059109159209250102030405060700-10-20-30-40-50-60-70101+949059109159209259059109159209250102030405060700-10-20-30-40-50-60-70Ex.℄916.0P.℄915.63 Ex.℄915.8P.℄915.49 Ex.℄915.5P.℄915.16 Ex.℄914.8 P.℄914.54 Ex.℄914.5 P.℄914.22 Ex.℄914.1 P.℄913.80 R/WR/W R/WR/W R/WR/W R/W R/W R/W R/W R/W R/W R13.67'915.39R13.67'915.39 R30.00' 916.05 R30.00' 916.05 L13.67'915.69L13.67'915.69L30.00'917.66L30.00'917.662.8%4.5%4.5%10.8%12.6%12.6%2.0%0.6%R13.67'915.67R20.00'915.92R20.00'915.92L13.67'915.60L30.00'917.64L30.00'917.643.9%3.9%10.8%13.3%13.3%2.0%1.0%R13.67'915.34R20.00'915.71R20.00'915.71L13.67'915.25L13.67'915.25L30.00'917.54L30.00'917.545.9%5.9%10.8%15.4%15.4%2.0%0.9%L13.67' 914.89 R13.67' 914.30 R13.67' 914.30 R29.00' 914.69 R29.00' 914.69 L20.00' 915.52 L20.00' 915.52 2.8%2.3%2.3%10.1%10.1%2.0%0.6%L13.67' 914.49 R13.67' 913.98 R29.00' 914.51 R29.00' 914.51 L20.00' 915.34 L20.00' 915.34 2.8%3.8%3.8%13.4%13.4%2.0%1.2%L13.67' 913.99 R13.67' 913.57 R13.67' 913.57 R29.00' 914.21 R29.00' 914.21 L20.00' 914.97 L20.00' 914.97 2.8%4.9%4.9%15.5%15.5%2.0%1.9%VALDERS AVENUE NSTA: 101+94 - STA: 102+65X51Save: 12/6/2023 11:40 AM sprall Plot: 12/7/2023 2:50 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X07_Valders (N).dwg 140Sheet No.OfSheets603 103+009009059109159209009059109159200102030405060700-10-20-30-40-50-60-70103+329009059109159209009059109159200102030405060700-10-20-30-40-50-60-70103+509009059109159209009059109159200102030405060700-10-20-30-40-50-60-70103+629009059109159209009059109159200102030405060700-10-20-30-40-50-60-70102+989009059109159209009059109159200102030405060700-10-20-30-40-50-60-70102+879009059109159209009059109159200102030405060700-10-20-30-40-50-60-70Ex.℄913.6P.℄913.24 Ex.℄913.2P.℄912.96Ex.℄913.3P.℄913.00 Ex.℄912.6 P.℄912.41 Ex.℄912.4 P.℄912.20 Ex.℄912.2 P.℄912.10 R/WR/W R/W R/W R/W R/W R/W R/W VALDERS AVE. N. & VALDERS CT.INTERSECTIONVALDERS AVE. N. & VALDERS CT.INTERSECTIONVALDERS AVE. N. & VALDERS CT.INTERSECTIONVALDERS AVE. N. & VALDERS CT.INTERSECTIONR13.67'913.42R20.00'913.50R20.00'913.50L13.67'913.00L13.67'913.00L25.00'914.11L25.00'914.111.2%1.2%10.8%8.9%8.9%2.0%2.0%R13.67'913.18R20.00'913.28R20.00'913.28L13.67'912.76L25.00'914.01L25.00'914.011.6%1.6%10.8%11.2%11.2%2.0%2.0%L13.67'912.72L25.00'913.98L25.00'913.9810.8%11.4%11.4%2.0%2.0%L13.67' 912.59 L20.00' 913.73 L20.00' 913.73 2.0%1.0%18.1%18.1%L13.67' 912.38 L20.00' 913.38 L20.00' 913.38 2.0%1.3%15.8%15.8%L13.67' 911.86 L13.67' 911.86 L35.00' 914.48 L35.00' 914.48 2.0%1.8%10.8%12.8%12.8%VALDERS AVENUE NSTA: 102+87 - STA: 103+62X52Save: 12/6/2023 11:40 AM sprall Plot: 12/7/2023 2:50 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X07_Valders (N).dwg 140Sheet No.OfSheets604 104+009009059109159209009059109159200102030405060700-10-20-30-40-50-60-70104+509009059109159209009059109159200102030405060700-10-20-30-40-50-60-70104+689009059109159209009059109159200102030405060700-10-20-30-40-50-60-70104+159009059109159209009059109159200102030405060700-10-20-30-40-50-60-70103+979009059109159209009059109159200102030405060700-10-20-30-40-50-60-70103+759009059109159209009059109159200102030405060700-10-20-30-40-50-60-70Ex.℄912.0P.℄911.99 Ex.℄911.8P.℄911.81 Ex.℄911.7P.℄911.79 Ex.℄911.7 P.℄911.66 Ex.℄911.5 P.℄911.38 Ex.℄911.4 P.℄911.29 R/WR/W R/WR/W R/WR/W R/W R/W R/W R/W R/W R/W R13.67'912.17R25.00'912.23R25.00'912.23L13.67'911.75 L35.00'914.27L35.00'914.270.5%0.5%10.8%12.1%12.1%2.0%2.0%L13.67'911.99R13.67'911.57R25.00'911.96R25.00'911.96L20.00'912.67L20.00'912.672.8%3.9%3.9%10.7%10.7%2.0%2.0%L13.67'911.97R13.67'911.55R25.00'911.96R25.00'911.96L20.00'912.64L20.00'912.642.8%4.2%4.2%10.7%10.7%2.0%2.0%L13.67' 911.84 R13.67' 911.43 R13.67' 911.43 R25.00' 911.91 R25.00' 911.91 L20.00' 912.51 L20.00' 912.51 2.8%5.4%5.4%10.4%10.4%2.0%2.0%R13.67' 911.56 L13.67' 911.56 R30.00' 911.71 R30.00' 911.71 L20.00' 911.77 L20.00' 911.77 0.9%0.9%3.3%3.3%2.0%2.0%L13.67' 911.47 R13.67' 911.05 R13.67' 911.05 R25.00' 911.68 R25.00' 911.68 L20.00' 911.51 L20.00' 911.51 6.8%4.6%4.6%0.7%0.7%2.0%2.0%VALDERS AVENUE NSTA: 103+75 - STA: 104+68X53Save: 12/6/2023 11:40 AM sprall Plot: 12/7/2023 2:50 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X07_Valders (N).dwg 140Sheet No.OfSheets605 105+009009059109159209009059109159200102030405060700-10-20-30-40-50-60-70105+509009059109159209009059109159200102030405060700-10-20-30-40-50-60-70105+539009059109159209009059109159200102030405060700-10-20-30-40-50-60-70105+659009059109159209009059109159200102030405060700-10-20-30-40-50-60-70105+169009059109159209009059109159200102030405060700-10-20-30-40-50-60-70104+859009059109159209009059109159200102030405060700-10-20-30-40-50-60-70Ex.℄911.3P.℄911.20 Ex.℄911.2P.℄911.13 Ex.℄911.1P.℄911.05 Ex.℄910.9 P.℄910.78 Ex.℄910.9 P.℄910.75 Ex.℄910.8 P.℄910.66 R/WR/W R/WR/W R/WR/W R/W R/W R/W R/W R/W R/W L13.67'911.38R13.67'910.97R13.67'910.97R25.00'911.48R25.00'911.48L20.00'911.52L20.00'911.526.8%2.8%2.8%2.2%2.2%2.0%2.0%R13.67'911.31 R30.00' 911.60 R30.00' 911.60 L13.67'910.89L30.00'912.71L30.00'912.711.8%1.8%10.8%11.3%11.3%2.0%2.0%R13.67'911.23 R30.00' 911.63 R30.00' 911.63 L13.67'910.81L13.67'910.81L30.00'912.87L30.00'912.872.5%2.5%10.8%13.4%13.4%2.0%2.0%R13.67' 910.96 L13.67' 910.96 R21.84' 911.06 R21.84' 911.06 L28.02' 911.55 L28.02' 911.55 1.3%1.3%4.1%4.1%2.0%2.0%R13.67' 910.93 R20.00' 911.02 R20.00' 911.021.5%1.5%2.0%2.0%R13.67' 910.84 R20.00' 910.97 R20.00' 910.972.1%2.1%2.0%2.0%VALDERS AVENUE NSTA: 104+85 - STA: 105+65X54Save: 12/6/2023 11:40 AM sprall Plot: 12/7/2023 2:51 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X07_Valders (N).dwg 140Sheet No.OfSheets606 106+009009059109159209009059109159200102030405060700-10-20-30-40-50-60-70106+239009059109159209009059109159200102030405060700-10-20-30-40-50-60-70Ex.℄910.5P.℄910.38 Ex.℄910.2P.℄910.20R/WR/W R/W R/WR13.67'910.56L13.67'910.56R20.00'910.73R20.00'910.73L20.00'911.02L20.00'911.022.7%2.7%7.3%7.3%2.0%2.0%R13.67'910.38L13.67'910.38 R30.00' 910.58 R30.00' 910.58 L20.00'911.19L20.00'911.191.3%1.3%12.8%12.8%2.0%2.0%VALDERS AVENUE NSTA: 106+00 - STA: 106+23X55Save: 12/6/2023 11:40 AM sprall Plot: 12/7/2023 2:51 PM X:\FJ\G\GOLDV\170054\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV170054X07_Valders (N).dwg 140Sheet No.OfSheets607 RESOLUTION NO. 23-110 A RESOLUTION ACCEPTING FEASIBILITY STUDY AND ORDERING CONSTRUCTION OF CERTAIN PROPOSED PUBLIC IMPROVEMENTS ON PROJECT NO. 24-01: 2024 PAVEMENT MANAGEMENT PROGRAM WHEREAS, pursuant to Resolution of the City Council No. 22-085 adopted October 6, 2022 a report has been prepared by Short Elliott Hendrickson, Inc. (the “Feasibility Study”) with reference to proposed Improvement No. 24-01, the improvement of the following streets: All properties in the SE ¼ of the NE ¼ of Section 30, Township 118 North, Range 21 West; within the City of Golden Valley, Hennepin County, Minnesota, which are adjacent to the following streets: Duluth Street: Wisconsin Avenue North to Winnetka Avenue North Westbend Road: Wisconsin Avenue North to Valders Avenue North Winnetka Heights Drive: Orkla Drive to Valders Avenue North Wisconsin Avenue North: Duluth Street to Westbend Road Wisconsin Avenue North: Westbend Road to 23rd Avenue North Orkla Drive: Westbend Road to 23rd Avenue North Valders Avenue North: Duluth Street to Winnetka Heights Drive Valders Avenue North: Winnetka Heights Drive to 23rd Avenue North Valders Court (mill and overlay): Valders Avenue North to east cul-de-sac Properties in the SW ¼ of the NE ¼ of Section 30, Township 118 North, Range 21 West; within the City of Golden Valley, Hennepin County, Minnesota, which are adjacent to the following streets: Wisconsin Avenue North: Duluth Street to Westbend Road Properties in the NE ¼ of the SE ¼ of Section 30, Township 118 North, Range 21 West; within the City of Golden Valley, Hennepin County, Minnesota, which are adjacent to the following streets: Duluth Street: Wisconsin Avenue North to Winnetka Avenue North by improving said streets; and 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 608 WHEREAS, a public hearing was held on Improvement No. 24-01 on this day December 19, 2023 at 6:30 pm at Golden Valley City Hall, 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 THE CITY OF GOLDEN VALLEY, MINNESOTA that this Council approves as follows: 1. The Feasibility Study is hereby approved. 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 has prepared plans and specifications for the making of such improvement. 5. The City Clerk shall prepare an Advertisement for Bids and cause to be inserted in the official paper an advertisement for bids upon the making of such improvement under such approved plans and specifications. The advertisement shall be published for 14 days, shall specify the work to be done, shall state that bids will be received by the clerk until 10 am on January 30, 2024, at which time they will be publicly opened in the city council chambers of the city hall by the city engineer, will then be tabulated, and will be considered by the council on March 5, 2024. Any bidder whose responsibility is questioned during consideration of the bid will be given an opportunity to address the council on the issue of responsibility. No bids will be considered unless sealed and filed with the clerk and accompanied by a cash deposit, cashier’s check, bid bond or certified check payable to the City of Golden Valley for 5% percent of the amount of such bid. 6. The council will consider the assessment of abutting properties for at least 20% of the cost of the improvement pursuant to Minnesota Statutes, Chapter 429 at an estimated total cost of the improvement of $9,000,000. Passed by the City Council of the City of Golden Valley, Minnesota this 19th day of December, 2023. ____________________________ Shepard M. Harris, Mayor Attested: ____________________ Theresa Schyma, City Clerk 609 EXECUTIVE SUMMARY Community Development 763-512-2345 / 763-512-2344 (fax) Golden Valley City Council Meeting December 19, 2023 Agenda Item 4B. Public Hearing and Consideration of Resolution No. 23-111 and Ordinance No. 775 for Future Land Use and Zoning Map Amendments at 604 Lilac Drive N Prepared By Myles Campbell, Planner Jason Zimmerman, Planning Manager Summary Poquet Auto, operating as ABC Investments, LLC, is proposing two planning actions to expand the range of uses allowed at 604 Lilac Drive North. The site is currently guided and zoned Office, but the request is to reguide and rezone the property to Retail/Service (Commercial) in order to allow for supplemental auto dealership use as well as other commercial activities in the remainder of the building. 604 Lilac is a 1.04 acre property, with a one-story building constructed in 1951. Originally operated as a series of restaurants, in 2004 the building was converted to operate as a MRI Clinic. The site is bounded by Poquet Auto (Commercial) to the west, Valley Village Apartments (Medium Density Residential) to the east, a multi-tenant office building to the north, and Highway 55 to the south. The site is served by 47 off-street parking spaces. Proposal In the short-term the applicant would like to clean up the site, utilize it for overflow parking associated with the dealership, and dedicate some office space for its employees. Commercial zoning would also allow a broader range of uses, and the applicant is exploring options of leasing space to a catering kitchen in the future. Removal of the MRI machine and subsequent renovations would be required to move forward with use of the commercial kitchen. Staff Review For a full analysis on the site's suitability for commercial versus office use, please refer to the staff memo's attached along with this executive summary. In brief, The site had previously been zoned and guided for commercial use prior to the 2040 Comprehensive Plan, when it was reguided to office to match the then still active MRI clinic Surrounding commercial and office uses would not exist in conflict with the proposed use by the applicant Traffic counts along this stretch of Lilac Drive are low enough that the immediate use or a 610 potentially more intensive use incorporating the commercial kitchen would not overexert the local roadway The change is consistent with Comprehensive Plan goals around job creation and enhancement of existing employment centers Neighborhood Notification and Discussion at Planning Commission As required by City policy, additional notice was provided for this item to neighboring properties, along with the City's own regular notice for both the informal hearing at Planning Commission and tonight's formal hearing at City Council. Staff has not received any advance comments on the agenda item, and there were no commenters from members of the public at the November 27th Planning Commission hearing. At that hearing by the Planning Commission, both staff and the applicant presented the land use and zoning cases for consideration. Overall, the commission was supportive of the applicant's goals at revitalizing the site which has been vacant for a few years. They had questions about the short-term use as inventory storage and employee offices, and a few commissioners also pushed for additional details regarding a more active user of the building, recognizing that overflow parking was likely not the highest and best use of the property long-term. That said, the Planning Commission did vote unanimously to recommend approval of both items to Council. Metropolitan Council Review As the future land use map is part of the 2040 Comprehensive Plan, the change in land use will need to be reviewed by the Metropolitan Council. City Staff has been in communication with Metropolitan Council representatives, who have confirmed this would be considered an administrative amendment due to its minimal impact on regional planning and systems. Legal Considerations Golden Valley is the legal authority on changes to its zoning map, although the Metropolitan Council would ultimately need to also update the future land use map, as it is a part of the Comprehensive Plan. Equity Considerations The change in land use and zoning would provide designations more likely to attract a business to the vacant property, broadening the economic base in this part of the City. Recommended Action Motion to adopt Resolution No. 23-111 to approve the requested amendment to the Future Land Use Map, changing the guided land use for 604 Lilac Drive N from Office use to Retail/Service use. Motion to adopt Ordinance No. 775 to approve the requested amendment to the Zoning Map, changing the zoning for 604 Lilac Drive N from Office to Commercial. Supporting Documents Staff Memo to Planning Commission - Land Use Change Staff Memo to Planning Commission - Zoning Map Amendment 611 604 Lilac Dr N ALTA Survey Zoning Map Future Land Use Map Resolution No. 23-111 - Land Use Amendment - 604 Lilac Dr N Ordinance No. 775 - Zoning Map Amendment - 604 Lilac Dr N 612 1 Date: November 27, 2023 To: Golden Valley Planning Commission From: Jason Zimmerman, Planning Manager Subject: Informal Public Hearing – Future Land Use Map Amendment for 604 Lilac Drive N Property address: 604 Lilac Drive N Applicant: ABC Investments, LLC Property owner: Lake Region Bank Current use: Vacant medical office Lot size: 1.04 acres Guided Land Use: Office Proposed Land Use: Retail/Service Current Zoning: Office Proposed Zoning: Commercial Adjacent uses: Multi-tenant office (north), multifamily (east, south), ROW (west) 2022 aerial photo (Hennepin County) Summary of Request Poquet Auto, operating as ABC Investments, LLC, is proposing two planning actions to expand the range of uses allowed at 604 Lilac Drive North. The site is currently guided and zoned Office, but the request is to reguide and rezone the property to Retail/Service (Commercial) in order to allow v v 613 2 for supplemental auto dealership use as well as other commercial activities in the remainder of the building. Existing Conditions 604 Lilac Drive is a 1.04 acre property in the northeast quadrant of Highway 100 and Olson Memorial Highway. It sits just to the south of a multitenant office building and to the west of a multifamily property (the Valley Village Apartments). Across Lilac Drive to the northwest is Poquet Auto; a MnDOT stormwater pond is to the southwest. A one-story building was originally constructed on the site in 1951 and operated as a variety of restaurants through 2003. In 2004, the building was sold and remodeled for a stand -up MRI clinic. This business continued through approximately 2020; the building has been vacant since roughly 2021. The building still contains significant elements of a commercial kitchen, along with a large MRI machine. There are 47 parking spaces encircling the building. Proposal Poquet Auto would like to purchase the property and utilize it for employee parking and potentially rehabilitate the commercial kitchen for use as a catering kitchen . This would require removal of the MRI machine and renovation of the existing kitchen. The remainder of the building could become dedicated office space. Neighborhood Notification and Public Comments As required under the City’s Neighborhood Notification Policy, a neighborhood mailing was sent on November 16. Information was also posted on the Golden Valley Speaks website. Staff will summarize any comments and responses at the meeting on November 27. Required Process Support from the Planning Commission and City Council for this proposal would also necessitate review and approval from the Metropolitan Council for the change in land use. Staff have confirmed this would be administrative in nature. 614 3 Future Land Use Map (City of Golden Valley - 2040 Comprehensive Plan) Staff Review The City Code does not set specific standards for changing a future land use designation, and the City Council – with the input of the Planning Commission – has a great deal of latitude in deciding if the request is consistent with the overall direction and vision of the Comprehensive Plan. In making a determination, the City should take into account the land use descriptions outlined in the Comp Plan as well as any potential impacts on the character of the area. For reference, it is important to understand what both the existing and proposed land uses entail and the expectations placed on those land uses in the Comprehensive Plan. The 2040 Comp Plan has the following description of the Office use designation: 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 Retail/Service use designation is described as follows: This category includes land used for the provision of goods and services, which encompasses a large variety of establishments such as shops, restaurants, medical offices, hotels, and entertainment facilities. This land use is located near high-density residential, office, and institutional uses while generating employment and providing services in the community. 615 4 Traffic No significant change in traffic patterns is expected between an office and a commercial use, though future commercial development could increase the number of daily trips. Traffic counts on Lilac Drive North in this area are low and additional trips could easily be accommodated. Context The current land uses in proximity to the site are complementary to the use being proposed. The adjacent property to the north is a multi-tenant office, while the use to the east and south is multifamily. Poquet Auto is another commercial use to the northwest. Prior to the adoption of the 2040 Comprehensive Plan, the property was guided for Commercial use. Given the medical office present, the change to Office was implemented. Comprehensive Plan Consistency Finally, staff reviewed the goals and policies of the Comprehensive Plan to help determine if this proposed change in land use was following the intent of the City’s central guiding document. Based on the application materials, staff found the following goals and policies to support the reguiding of the site for Retail/Service use. Land Use • Goal 1: Create a Complete Community – Strive for a diverse and balanced community that contains a variety of residential areas, major employers, retail, service, institutions, and parks and open spaces. Objective 1.4 – Enhance employment centers Economic Competitiveness • Goal 3: Retain and Expand Existing Job Base – Work to accommodate the needs of existing businesses across industries and to support growth and expansion that is compatible with surrounding neighborhoods. Objective 4 – Facilitate business growth and expansion in Golden Valley Staff Findings In order to provide support for the recommendation below, staff is offering the following findings of fact related to reguiding 604 Lilac Drive N to a Retail/Service use designation: 1. The change in guided land use allows for a wider variety of businesses to occupy a vacant site. 2. Any traffic impacts associated with the change in designation would be minimal and could be absorbed by the adjacent roadway. 3. The proposal returns the land use designation to what it had been for many years, suggesting there would be no noticeable impact to the surrounding area. 616 5 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 604 Lilac Drive N from Office use to Retail/Service use. Attachments: Future Land Use Map (1 page) Site survey (1 pages) 617 1 Date: November 27, 2023 To: Golden Valley Planning Commission From: Jason Zimmerman, Planning Manager Subject: Informal Public Hearing – Zoning Map Amendment for 604 Lilac Drive N Summary of Request Poquet Auto, operating as ABC Investments, LLC, is proposing two planning actions to expand the range of uses allowed at 604 Lilac Drive North. The site is currently guided and zoned Office, but the request is to reguide and rezone the property to Retail/Service (Commercial) in order to allow for supplemental auto dealership use as well as other commercial activities in the remainder of the building. Existing Conditions For details on the background of this rezoning request and the existing conditions of the site itself, please refer to the accompanying memo on the proposed change in guided land use. Proposal The zoning request would change the designated zoning from Office to Commercial. Neighborhood Notification and Public Comments As required under the City’s Neighborhood Notification Policy, a neighborhood mailing was sent on November 16. Information was also posted on the Golden Valley Speaks website. Staff will summarize any comments and responses at the meeting on November 27. Required Process Support from the Planning Commission and City Council for this proposal would also necessitate review and approval from the Metropolitan Council for the change in land use. Staff have confirmed this would be administrative in nature. v 618 2 Zoning Map (City of Golden Valley) 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) The rezoning request seeks to change the site’s zoning from Office to Commercial. The purpose statements for both districts follow: Office 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. 619 3 Commercial The purpose of the Commercial Zoning District is to provide for the establishment of commercial and service activities which draw from and serve customers in the community and are located in areas which are well served by collector and arterial streets. Th e district and its regulations should encourage business activity and vitality in support of the City's Economic Competitiveness goals and policies. Allowed Uses The Office district allows for offices, clinics, and financial institutions by-right., Adult day care, child care, financial institutions with drive-thrus, and laboratories by conditional use permit. The Commercial district allows a wide variety of retail, service, care, office, and automotive uses while generally prohibiting manufacturing and other warehouse uses. Many of these are permitted – or by-right – while others require a conditional use permit. Traffic As described in the land use memo, traffic associated with the proposed zoning change would be minimal. Context The current zoning in proximity to the site is complementary to the zoning being proposed. The adjacent property to the north is zoned Office, the property to the east and south is zoned Medium Density Residential (R-3), and the use to the northwest (Poquet Auto) is zoned Commercial. Prior to the adoption of the 2040 Comprehensive Plan, the property was zoned Commercial. Given the medical office present, the rezoning to Office was implemented. Other Zoning Requirements While any future use would need to be evaluated for the amount of parking required, the site generally complies with the requirements of the Commercial zoning district and could support a wide range of businesses, including office use by Poquet Auto and potentially a catering kitchen. Staff Findings In order to provide support for the recommendation below, staff is offering the following findings of fact related to rezoning 604 Lilac Drive N to a Commercial designation: 1. The change in zoning allows for a wider variety of businesses to occupy a vacant site. 2. Any traffic impacts associated with the change in designation would be minimal and could be absorbed by the adjacent roadway. 3. The proposal returns the zoning designation to what it had been for many years, suggesting there would be no noticeable impact to the surrounding area. 620 4 Recommended Action Based on the findings above, staff recommends approval of the requested amendment to the Zoning Map, changing the zoning for 604 Lilac Drive N from Office to Commercial. Attachments: Zoning Map (1 page) 621 622 M edi c i neLakeBranchIkePond Colonial Pond Ottawa Pond Glen-woodPond EgretPond LilacPond DuluthPond St.CroixPond Chicago Pond LilacPond Pond CTurners PondGlen 1 Pond DuckPond Loop EPond Loop FPond Sweeney LakeWirth LakeTwin LakeB a s s ett C re e k Hampshire Pond DecolaPond A NorthRicePond West RingPond Cortlawn Pond DecolaPonds B & C Westwood Lake SchaperPond SouthRicePond East RingPond Bassett CreekDecolaPondE DecolaPond F BreckPond NatchezPond MinnaquaPond WirthPond Toledo/AngeloPond HoneywellPond StrawberryPond DecolaPond D Bas s e tt Cr ee k BassettC r e e k Basset t Cr eekBassettC r e e k BassettC reekSweeney L akeBranchNW LoopPondBoone Avenue PondMain Stem Pond B Pond C Bassett Creek NatureArea Pond Medicine Lake BrookviewPond A Hidden LakesPond 1 Pond 2A Pond 2B Pond 3 Schaper BallfieldPond Pond O Pond J Spirit of Hope Church Pond GoldenRidgePond Golden Meadows Pond SoccerFieldPond WestPond 201GeneralMillsPond HaroldPond Medicine Lake Road Pond Xenia MitigationPond 10th AvePond SpringPond Briar-woodPond LaurelHills Pond JFB NWPond LogisPond BrownieLake BirchPond MinnaquaWetland GrimesPondBassett CreekPark Pond SweeneyLakeBranchPond M Pond F Pond DP ond E Dover HillPondLiberty BasinS w e e n e y L akeBranchBrookviewGolf Course LionsPark WesleyPark Sochacki Park SchaperPark ScheidParkHampshirePark MedleyPark Briarwood Laurel Avenue Greenbelt Glenview TerracePark North TyrolPark Western AvenueMarsh Nature Area GeartyPark Sandburg AthleticFacility NatchezPark ValleyView ParkPennsylvaniaWoods BassettCreekNature Area WildwoodPark IsaacsonPark SouthTyrol Park SeemanPark AdelineNature Area YosemitePark StockmanPark Golden OaksPark St CroixPark LakeviewPark SweeneyPark Perpich CenterBall Fields Ronald B. Davis Community Center Brookview Park Westwood HillsNature Center (SLP) (MPRB) Theodore WirthRegional Park Eloise Butler WildflowerGarden and Bird Sanctuary Wirth LakeBeach Golden RidgeNature Area General Mills NaturePreserve General Mills ResearchNature Area BooneOpenSpace GoldenHills Pond MadisonPond SouthTyrolPond LibraryHill IdahoWetland GeorgiaOpen Space ArdmoreNorth&SouthPonds JanalynPond MeadowPond O p e n S p a c e OrklaOpenSpace PicnicPavilion Chalet SochackiPark (Three Rivers Park Dist.) 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St.MargaretMary Good ShepherdCatholic Church&Good ShepherdSchool GoldenValleyLutheranChurch Spirit ofHopeChurch Oak Grove Church HennepinCounty SheriffCommunications Hennepin CountyLibrary Fire Station#3 Valley Community Presbyterian Church ChristianLifeCenter UnityChristChurch RedeemerReformedChurch FireStation#2 Valley of PeaceLutheran Church Golden ValleyCemetery Golden ValleyHistoricalSociety BrookviewCommunityCenter Breck IceArena WaterReservoir U.S.Post Office Loveworks Academy forVisual & Performing Arts On FireMinistry C I T Y O F N E W H O P E C I T Y O F C R Y S T A L C I T Y O F R O B B I N S D A L E CITY OF MINNEAPOLISC I T Y O F S T . L O U I S P A R K CITY OF MINNEAPOLISCITY OFST. LOUIS PARKCITY OF ROBBINSDALECITY OF CRYSTAL CITY OF CRYSTALC I T Y O F N E W H O P E CITY OF PLYMOUTHCITY OF MINNEAPOLISC I T Y O FST. L O U I S P A R KCITY OFPLYMOUTH74 83 94 88 7 5 13 34 8 25 78 87 79 6 75 86 27 56 66 90 46 3365 71 6795 51 70 8163 53 22 93 91 76 84 3947 1-A 72 61 59 68 30-B 77 1-B 42 28 44 89 36 24 18-A 55 2658 95 26-A34 14 48 54 41 98 96 97 100 109 121 120 118 115117123 113 114 110 122 124 112 C C B B A A City of G old en Va lleyCommunity Deve lopment Department7800 Go lden Valley R oadGolden Valley, MN 554 27-458 8763-593 -8095www.g olde nvalle ymn.go v Official Zoning Map Zoning Districts I:\Maps\ZoningMap.pdf ORDINANCE NO. 244, 2ND SERIES This is the Official Zoning Map referred to in Section 113.56 of the Zoning Chapter of the City Code of the City of Golden Valley. Adopted this 20th day of December 2022. 59 Planned Unit Development (PUD) See the "Official Flood Zone Profile and Map" on file with the City - The collection of floodprofiles contained in the Flood Insurance Study, Volumes 1 of 2 and 2 of 2, Hennepin County, Minnesota, all jurisdictions, dated November 4, 2016, including the Flood Insurance Rate Mapsfor the City of Golden Valley, panels 27053C0194F, 27053C0213F, 27053C0214F, 27053C0332F, 27053C0351F, 27053C0352F and 27053C0354F, dated November 4, 2016. Flood Plain Management Zoning Overlay District I-394 Overlay Zoning District (A, B, & C) Shoreland Overlay District See Section on Shoreland Managementfor setback distance from protected waters. A (R-1) Single-Family Residential (R-2) Moderate Density Residential (R-3) Medium Density Residential (R-4) High Density Residential (MU-E) Mixed Use Employment (MU-N) Mixed Use Neighborhood (MU-C) Mixed Use Community (O) Office (C) Commercial (LI) Light Industrial (I) Industrial (I-A) Assembly: Places of Worship,Schools, Libraries, Museums,Cemeteries: Assembly (I-C) Civic: City, County, and StateFacilities (I-M) Medical: Convalescent Homes,Nursing Homes, Hospitals (I-P) Parks & Natural Areas: Parks,Playgrounds, Natural Areas, GolfCourses Not Zoned Print Date: 9/29/2023Sources: Hennepin County Surveyors Office for Property Lines (2023). City of Golden Valley for all other layers. 0 800 1,600 2,400 3,200400Feet I Approved Amendments Most recent amendment: Ordinance 760 on March 21, 2023 Contact the Community Development Department at City Hall for a list of past amendments. 623 !!! !!! ! !!!! ! ! ! ! ! ! ! ! !!!!! ! !!! ! !!!!! ! ! ! !!! ! !!!!!!!! !!!!!!!! ! ! ! ! ! ! ! ! ! ! ! ! ! !!! ! ! ! ! ! ! ! !!!!!!!!!! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !!! ! !!!!!!!!!!!!!!!! ! !!!!!!!!!!!!!!!! ! ! !!!!!!!!!!!! ! !! !!!! !!!!! ! ! !! ! ! ! ! ! ! ! !!!!! ! !!!!!!!!!!!!! !!!!! !!!! !!!! !!!!!!!!!!!!! ! ! !!!!!!M edi c i neLakeBranchIkePond Colonial Pond Ottawa Pond Glen-woodPond EgretPond LilacPond DuluthPond St.CroixPond Chicago Pond LilacPond Pond CTurners PondGlen 1 Pond DuckPond Loop EPond Loop FPond Sweeney LakeWirth LakeTwin LakeB a s s ett C re e k Hampshire Pond DecolaPond A NorthRicePond West RingPond Cortlawn Pond DecolaPonds B & C Westwood Lake SchaperPond SouthRicePond East RingPond Bassett CreekDecolaPondE DecolaPond F BreckPond NatchezPond MinnaquaPond WirthPond Toledo/AngeloPond HoneywellPond StrawberryPond DecolaPond D Bas s e tt Cr ee k BassettC r e e k Basset t Cr eekBassettC r e e k BassettC reekSweeney L akeBranchNW LoopPondBoone Avenue PondMain Stem Pond B Pond C Bassett Creek NatureArea Pond Medicine Lake BrookviewPond A Hidden LakesPond 1 Pond 2A Pond 2B Pond 3 Schaper BallfieldPond Pond O Pond J Spirit of Hope Church Pond GoldenRidgePond Golden Meadows Pond SoccerFieldPond WestPond 201GeneralMillsPond HaroldPond Medicine Lake Road Pond Xenia MitigationPond 10th AvePond SpringPond Briar-woodPond LaurelHills Pond JFB NWPond LogisPond BrownieLake BirchPond MinnaquaWetland GrimesPondBassett CreekPark Pond SweeneyLakeBranchPond M Pond F Pond DP ond E Dover HillPondLiberty BasinS w e e n e y L akeBranchBrookviewGolf Course LionsPark WesleyPark Sochacki Park SchaperPark ScheidParkHampshirePark MedleyPark Briarwood Laurel Avenue Greenbelt Glenview TerracePark North TyrolPark Western AvenueMarsh Nature Area GeartyPark Sandburg AthleticFacility NatchezPark ValleyView ParkPennsylvaniaWoods BassettCreekNature Area Wildw oodPark IsaacsonPark SouthTyrol Park SeemanPark AdelineNature Area YosemitePark StockmanPark Golden OaksPark St Cr oixPark LakeviewPark SweeneyPark Perpich CenterBall Fields Ronald B. Davis Community Center Brookview Park Westwood HillsNature Center (SLP) (MPRB) Theodore WirthRegional Park Eloise Butler WildflowerGarden and Bird Sanctuary Wirth LakeBeach Golden RidgeNature Area Gener al Mills Natur ePreserve General Mills ResearchNature Area BooneOpenSpace GoldenHills Pond MadisonPond SouthTyrolPond LibraryHill IdahoWetland GeorgiaOpen Space ArdmoreNorth&SouthPonds JanalynPond MeadowPond O p e n S p a c e OrklaOpenSpace PicnicPavilion Chalet SochackiPark (Three Rivers Park Dist.) Bassett Valley Open Space ByrdBluffOpenSpace → FishingDock PaisleyPark XeniaOpenSpace DahlbergOpenSpace Minnaqua Greenbelt (TRPD) (Mpls Park & Rec Board) Plymouth Avenue The Trailhead 456766 456770 456766 456740 456740 4567156 4567102 §¨¦394 §¨¦394 Æÿ55 Æÿ55 Æÿ100 Æÿ100 £¤169 £¤169 34th Ave N Medicine Lake Rd BroggerCir Knoll St Lilac Dr NLilac Dr NThotland Rd Mendelssohn Ave NWinnetka Ave NSunnyridgeCir Western Ave (WaterfordDr)Hillsboro Ave NZealandAve N Aquila Ave NOrkla DrWisconsin Ave N23rd Ave N KalternLn Wynnwood Rd 25th Ave N Bies DrJonellen Ln Sumter Ave NRhodeIslandAveNPatsy Ln Valders Ave NWinnetka Ave NDuluth St Florida Ave NSandburg Rd HeritageCirKentley Ave Wynnwood Rd Kenneth Way Unity Ave NB a s s e ttC r e e k D rQuailAveNScott Ave NLilac Dr NLowry Ter 33rd Ave N Noble Ave NCross LnQuail Ave NScott Ave NRegent Ave NToledo Ave NIndiana Ave N(BridgewaterRd)(WaterfordCt)(Hid d e nLnkesPkwy)Meadow Ln NFrance Ave NTopel Rd Unity Ave NPhoenix St Parkview TerWelcomeAveNWelcomeC ir W e l c o meAveNXeniaAveNZ a n e Av e NLindsay St St Croix Ave N St Croix Ave N Yosemite Ave NWolfberryLnBrunswick Ave NCounty Rd 102Westmore Way Green Valley Rd Louisiana Ave NKelly DrMaryland Ave NOlympia St Winsdale St Winnetka Ave NYukon CtWesleyDr Wesley Dr Plymouth Ave N 10th Ave N Kelly DrVarner CirPennsylvania Ave NFaribault StQuebec Ave NRhode Island Ave NPhoenix St Knoll St County Rd 156Jersey Ave NCountryClubDr P h o e n ix S tDouglas DrGeorgia Ave NCou n ty Rd40 Hampshire Ave NWestch esterCirJersey Ave NGardenParkQuebe c Av e SWinnetka Ave NWally St Ensign Ave N7th Ave N Golden Valle y Rd Decatur Ave N10th Ave N Natchez Ave NXerxes Ave N (Mpls)Olson Memorial Hwy Cutacross Rd Olson Memorial Hwy Earl St Flag Ave NHampshire LnJersey Ave NFloridaAveNEdgewoodAve NDouglas DrDuluth Ln Scott Ave N Drake Rd Lowry Ter Kyle Ave NQuail Ave NPerry Ave NNoble Ave NCulver Rd Dawnview Ter Dona Ln Noble Ave NScottAveNGl e ndenTer Culver R d Marie Ln W Hampton Rd RegentAveNPerryAveNLilac Dr N27th Ave N Merribee Dr Kyle Ave NHampton RdOrchard Ave NMarie Ln E Lee Ave NKyle Ave NDresde n L n Kewanee W ay 26th Ave N Me ri d i a n D r P a r k v i e w B l v d Terrace LnManor DrMcNair DrByrd Ave N B a s s ettCreekDrMaryHillsDrZenith Ave NVista DrXerxes Ave NYork Ave NS t M a rg are t D rZephyr PlXerxes Ave NXerxes Ave N (Mpls)(SkylineDr)Spruce TrKyle PlW e s t b r o o k R d Noble Ave Frontage RdCircleDownOrchard Ave NPerryAveNWindsorWayWestbendR dUnity Ave NG reenview LnRegent Ave NSorell Ave Frontenac Ave Quail Ave NSt Croix Ave N Winsdale St StCroixCirAngelo DrUnity Ave NAlfred Rd Spring Valley RdN o b l e DrMajor DrAdeline LnAngelo DrAngelo DrWills PlToledo Ave NOttawa Ave NKillarney DrZane Ave NWoodstock A v e Woodstock Ave Loring LnYosemiteAveN Turners Crossroad NWestchesterCirN F r ontageRdFlorida Ave NHampshire Ave NPlymouth Ave N Idaho Ave NOlympia StHampshire Ave NArcher Ave NKelly DrPennsylvania Ave NDuluth St Xylon Ave NWisconsin Ave NSumter Ave NBoone Ave NWinsdale St Meadow Ln N DahlbergD r Woodstock Ave Poplar Dr Meadow Ln NChatelain T e r Natchez Ave NEdgewood Ave NK i n g s t o n C i r Glenwood Ave Country Club DrValdersAveNOrkla DrElgin PlDecaturAveN Indiana Ave NRoanoke CirWestern Ave Western Ave Harold Ave Loring Ln WestwoodDrNArdmoreDrWinsdale St Knoll St Oak Grove CirDuluth St Zane Ave NDouglas Dr27th Ave N Bonni e Ln Medicine Lake Rd Madison Ave W Nevada Ave NLouisiana Ave NCounty Rd 70 ValdersAve NValders Ave N23rd Ave N Rhode IslandAve NCounty Rd 156Medicine Lake Rd Mendelssohn Ave NWinsdale St St Cro ix Ave N June Ave NLegend DrLegendLn General Mills BlvdBoone Ave NSunnyridge LnGlenwood Ave Janalyn CirJanalyn CirGlencrest Rd Meadow Ln SWayzata BlvdWestwood Dr SWestwoodLn StrawberryLnOttawa Ave NOttawa Ave SNatchez Ave S Tyrol Crest SussexRdJune Ave SWayzata Blvd FairlawnWayNatchez Ave SOttawa Ave SPrincetonAve SDouglas Ave Circle DownTurners Crossroad SGolden Hills Dr Laurel AveLaurel Ave Hampshire Ave SDakota Ave SBrunswick Ave SKing Hill RdGlenwood Ave Colonial Dr Medicine Lake Rd FloridaAveSAlley Market StMarket St Louisiana Ave SLaurel AvePennsylvania Ave SRhode Island Ave SSumter Ave SUtah Ave SGregory Rd VermontAve SWi sc o ns i n AveSGeneral Mills BlvdHanley RdRidgeway Rd Laurel Ave QubecAve S County Rd 102Nevada Ave SColonial RdLouisianaAveSKentucky Ave SJersey Ave SHeathbrookeCir G len w o o d P kw y(Carriage Path)Xenia Ave SFlorida CtLilacD r NOlson Memorial Hwy Schaper Rd Lilac Dr NG o lden V alley R dLilac Dr N(WoodlandTrail)(Wat.Dr) BassettCreek Ln (NobleDr)France Ave S (Mpls)N Frontage Rd S Frontage Rd Olson Mem HwyAdair Ave NAdair Ave NWestbrookRd 34th Ave N Mendelssohn Ave NAlley-Unimproved--Unimproved- Wayzata Blvd Wayzata BlvdBoone Ave NG o ld e n V a lle y D rSchullerCirN F r o n t a g e R d S F r o n t a g e R d Rhode IslandAve N Pennsylvania Ave SAlley Alley (Private)AlleyAlleyLilac Dr NXerxes Ave N (Mpls)Harold Ave WestwoodDr N Ardmore DrT h e o d o r e Wirt h P k w y Tyrol Tr(Mendelssohn Ln)AlleyS Frontage Rd AlpinePassBren n e r PassDou g la s Ave QuentinAveSTyrol TrailTy r olTr a ilSunsetRidge Westw oodDrS RavineTrTyrol Trai l J analyn C irMadd usLn MeadowLnS AvondaleRdBurntsideDr S u nnyridgeLnBru n swickAveNLeberLn C loverleafDrCloverLnCl overleaf D r TheodoreWirthPkwyBeverly Ave B u rn tsideDrSpringValleyRdT oledoAveN Duluth St GoldenValle y R dSpringValleyCirC oun ty Rd 66 (Island Dr)(IslandDr)GoldenValley Rd TheodoreWirthPkwyW irth P kw yW ay z a t aBl vd G le n w o o d P kwyPlymouthAve N (Mpls)ZenithAveNCrest vi ewA ve By r d A v e N Hwy 55 Glenwood Ave Bassett CreekDrLegend DrLeeAveNLeeAveNMajorAveNLeeAveNE l m daleRd AdellA veM in n a quaDr M innaquaD r ToledoAveNOrdwayMa rkayRidge Orchard Ave NN o r m a n d y P l CherokeePlQuailAveNRegentAveNTr ito n DrT r ito n D rL o w r y Ter 3 3rd AveN SandburgLn Lamplighter L n BrookridgeAveNValeCrestRdWinfieldAveCounty Rd 66 P ark Place Blv d (SLP)I-394SFr o n tage R d (SLP)Xeni aAveSCounty Rd 70 L ilacD rNLilacDrNLilacD r NConstanceDrWConstanceDrESandburg Rd S Frontage Rd N Frontage Rd N Frontage RdOlsonMemorialHwy S F r o n t a g e R d O l s o n M e m o r ia lH w y OlsonMemorialHwy Valleywo odCirYosemite CirLawn TerR adisson Rd Turnpike RdA lle y AlleyTu r n pikeR d Col on ial Dr GlenwoodAve BrunswickAve NMeanderRd MeanderRdIdahoAveNHaroldAve Wayzata Blvd I-394SFrontageRd Edgewo odAveSIdahoAveNCortlawnCirWCortlawn Cir S CortlawnCirN Dawn v i e wTerCounty Rd 70 EdgewoodAveSK in gCreekRdKentu ckyAveNLouisianaAveNMarylandAve SRhodeIslandAveSRidgewayRdEwaldTe rWestern Ter FieldD r Brookview Pk w y N Harold Ave HalfMoonDr RidgewayRdG oldenValleyR d(B a s sett Creek Blvd) Lewis Rd 10thAve N EllisLnPlym outhAveN Plymouth Ave N Faribault St OrklaDrCastleCt Winnetka Height s D rKelly Dr Maryland A v eNHampshire Pl Olympia St Oregon Ave NQuebecAveNValdersAveNOrklaDrKnoll S tWisconsin AveNWinsdaleSt Mandan AveNCounty Rd 102AquilaAveNAquila AveNZealandAveNJulianne Ter Ju lia nneTerPatsy Ln WisconsinAveNAquilaAveNWestbend Rd WinnetkaHeightsDr ZealandAveNOrklaDrValdersCtValdersAve NWinnetkaHeights Dr A q uilaAveNZealandAveNS cottAveNRose ManorDuluthSt Duluth St CavellAveNEnsignAveNElg in Pl 23 r d Ave N Medle y L n (Medley Rd) (Medley C ir)H illsboroAveN(English Cir )(MayfairR d)(Kin g sVa l l e y Rd)(K ings V al leyRdE)(KingsValle yRd W ) ( S tr o d e n C ir)(Tama rin Tr ) (Mar qui sRd) Ski Hill R d MajorCirLeeAveNMajorAveNRhodeIslandAveNG o ld e n V alleyR d G o ld e n V a lle y R dG olden V alleyR d Hwy100H w y 10 0Hwy100Hwy100Hwy100Hwy100 H w y 3 9 4 Hwy 394 Hwy 394 Hwy 394 Hwy 394ColoradoAve NHwy169Hwy169Hwy169Hwy169Hwy169Colorado Ave SGoldenHills DrPaisleyLnPaisleyLn I-394NFrontageRd I -3 9 4 N Frontage Rd WayzataBlvd I-394SFrontag e R d York AveNValeryRdW asatchLn Hwy 55 Hwy 55 H w y 5 5 O l s o n M e m o r i a l H w yHwy 55 H w y 5 5 County Rd 40 County Rd 40 Glenwood A v e CountyR d 4 0 CountyRd40 GoldenValley R d C o u nty Rd 66ManchesterDr County Rd 156OregonAveS24th Ave N LilacDrNRoanokeRdLouisianaAveN Turnpike RdLilacLoop (Sunnyridge Ln)WisconsinAveN GettysburgCt(Laurel Pt) (Laure lCurv)Independence Ave NGettysburg Ave NFlag Ave NWheelerBlvdAlleyNaper St B e t ty CrockerDr Decatur Ave N(WesleyCommonsDr)Winnetka Ave S Winnetka Ave SHanley RdBrookviewPkwySWayzataBlvd I-394 S Front a g e R d Olympia St Independence Ave NHillsboro Ave NGettysburg Ave NU n io n P acific Railroad Canadian Pacific Railroad B u rlin g to n N o rt h e r n Sant aFeRailroadCanadianPacificRailroadC anadianP acificR ailroadC anadia n P a c i f i c R ailroad U nion Pacific R a i l r o a d Breck School SandburgMiddle School Perpich Center for Arts Education MNDOT District Office & State Highway Patrol NobleElementarySchool CalvaryLutheranChurch Speak theWord Church 10th AvenueCold Storage School ofEngineeringand Arts GovernmentCenter &Fire Station #1 MeadowbrookElementarySchool King of GraceLutheranChurchand School Churchof St.MargaretMary Good ShepherdCatholic Church&Good ShepherdSchool GoldenValleyLutheranChurch Spirit ofHopeChurch Oak Grove Church HennepinCounty SheriffCommunications Hennepin CountyLibrary Fire Station#3 Valley Community Presbyterian Church ChristianLifeCenter UnityChristChurch RedeemerReformedChurch FireStation#2 Valley of PeaceLutheran Church Golden ValleyCemetery Golden ValleyHistoricalSociety BrookviewCommunityCenter Breck IceArena WaterReservoir U.S.Post Office Loveworks Academy forVisual & Performing Arts On FireMinistry C I T Y O F N E W H O P E C I T Y O F C R Y S T A L C I T Y O F R O B B I N S D A L E CITY OF MINNEAPOLISC I T Y O F S T . L O U I S P A R K CITY OF MINNEAPOLISCITY OFST. LOUIS PARKCITY OF ROBBINSDALECITY OF CRYSTAL CITY OF CRYSTALC I T Y O F N E W H O P E CITY OF PLYMOUTHCITY OF MINNEAPOLISC I T Y O FST. L O U I S P A R KCITY OFPLYMOUTHCity of G old en Va lley, En gine ering7800 Go lden Valley R oadGolden Valle y, MN 55 427-45 88763-593 -8030www.golde nvalleymn .go v 2020-2040Future Lan d Use 0 800 1,60 0 2,40 0 3,20 0400Feet I Print Date: 1/20/2022Sources:-Hennepin County Surveyors Office for Property Lines (2022) -City of Golden Valley for all other layers. Res ide ntia l Low Den sity – up to 5 units per acre Mo derate Den sity – 5 to 8 u nits p er a cre Me dium Den sity – 8 to 3 0 units per acre High De nsity – 2 0 to 10 0 u nits p er acre Comm erc ial Office Retail/Service Indus tria l Ligh t Industrial Ind ustrial Mix ed Us e Neig hborh ood Community Institutiona l Asse mb ly Civic Me dical Ope n Spac e Pa rks an d Natural Areas Water Fe ature Right-of-Wa y Railro ad Righ t-of-Wa y (p ublic an d private) 624 RESOLUTION NO. 23-111 RESOLUTION FOR AMENDMENT TO THE FUTURE LAND USE MAP DESIGNATING 604 LILAC DRIVE NORTH FOR RETAIL/SERVICE USE WHEREAS, the City Council has met at the time and place specified in a notice duly published with respect to the subject matter hereof and has heard all interested persons, and it appearing in the interest of the public that the Future Land Use Map as heretofore adopted and enacted by the City of Golden Valley be amended; and WHEREAS, the area affected will be legally described as follows: Lot 2, Block 1, Valley Village Jax Addition, 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 604 Lilac Drive North for Retail/Service use. Adopted by the City Council this 19thday of December, 2023. _____________________________ Shepard M. Harris, Mayor ATTEST: _____________________________ Theresa Schyma, City Clerk 625 ORDINANCE NO. 775 AN ORDINANCE AMENDING THE CITY CODE CHAPTER 113 Amending the Zoning Map and Rezoning 604 Lilac Drive North ABC Investments, LLC, Applicant The City Council for the City of Golden Valley hereby ordains as follows: Section 1. City Code chapter 113 entitled “Zoning” is amended in Section 113-55 Subd. (b) by changing the zoning designation of the property at 604 Lilac Drive North from Office to Commercial. Section 2. The tracts of land affected by this ordinance are legally described as: Lot 2, Block 1, Valley Village Jax Addition, 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 19th day of December, 2023. _____________________________ Shepard M. Harris, Mayor ATTEST: _____________________________ Theresa Schyma, City Clerk 626 EXECUTIVE SUMMARY Community Development 763-512-2345 / 763-512-2344 (fax) Golden Valley City Council Meeting December 19, 2023 Agenda Item 4C. Public Hearing and Consideration of: Resolution No. 23-112 amending the Future Land Use map for 4100 Golden Valley Road Ordinance No. 776 amending the Zoning map for 41 00 Golden Valley Road Approval of a Preliminary Plan for Lot Consolidation of 4000 and 4100 Golden Valley Road Prepared By Myles Campbell, Planner Jason Zimmerman, Planning Manager Summary Unity Christ Church is proposing three planning actions to allow for the combination of two lots they own at 4000 and 4100 Golden Valley Road. 4000 Golden Valley Road is the location of their church building, while 4100 Golden Valley Road is a one-story single-family rental owned by the church. They are requesting a change in the guided land use for 4100 Golden Valley Road, a change in the zoning designation of the same address, and a new plat that would combine the two properties into one. This would allow for a planned expansion of the church building to provide ADA compliant access and additional space for the church. Combined, the two lots would be 2.53 acres. Adjacent uses include single-family residential to the north, west and east and medical offices to the south. Current street access is provided from Golden Valley road for the single-family home and Mary hills Drive for the Church itself. The church also has a paved footpath connecting to the city sidewalk along Golden Valley Road. Proposal Unity Church would like to reguide (and rezone) the lot at 4100 from Low Density Residential use (and Single-Family Residential zoning) to Institutional - Assembly so that it can be combined with the church lot. They desire to expand the southwest corner of the church building by 2,125 sq. ft. in order to provide ADA accessibility as well as create a larger community gathering space and additional administrative space. Given the current location of the building on the lot, there is no room to expand without impacting the side yard setback, necessitating either the lot combination or a variance. The expansion would remove six parking spaces, but with the reconfiguration of the interior of the church, the number of seats in the worship area would be reduced. This would reduce the number of required parking spaces by 11 and the church would be in compliance with City requirements: 627 Seats Parking spaces provided Parking spaces required Existing 256 84 86 Proposed 223 78 75 The existing single-family home at 4100 was purchased by the church in 1998. If reguided and rezoned, and then combined with 4000 Golden Valley Road, it would become an accessory structure/use to the church itself, similar to other religious institutions with residential facilities such as rectories or parsonages. As part of this proposal, staff and the church have discussed the existing driveway and curb cut for the single-family home. The plan is to rework this access so that the curb cut is removed and access is instead provided through the north parking lot of the church. Staff Review For a full analysis on the land use and zoning change, and replatting, please refer to the respective memos to the Planning Commission. Land Use and Zoning The use and ownership of the home at 4100 Golden Valley Road would not change, causing little to no impact on surrounding properties. The proposal provides an opportunity to improve safety by removing the curb cut along Golden Valley Road at the intersection with Hidden Lakes Parkway. The proposal allows the church to improve access for those with mobility challenges. Without updates to Institutional zoning to accommodate residential accessory uses (planned but not yet adopted), the single-family home would be considered non-conforming. Replatting No minimum lot requirements for Institutional zoned properties to be met through the replat. Engineering staff flagged changes to drainage and utility easements as well as the need to rework access from Golden Valley Road as conditions of plat approval. Required Notification and Discussion at Planning Commission As required by City Policy, additional notice was provided for this item to neighboring properties, along with the City's own regular notice for both the informal hearing at the Planning Commission, and tonight's formal hearing at the City Council. In addition to the replatting activity along a County road, staff has also notified Hennepin County staff of the proposal. Staff has not received any advance comments on this agenda item, although there was a resident who attended the informal hearing at the Planning Commission to ask some questions around the reduction in parking. Church representatives clarified that in addition to their own off-street parking, event and overflow parking was occasionally provided by Courage Kenny across the street. At that hearing by the Planning Commission, both staff and the applicant presented. Overall, the Commission was supportive of the applicant's goals although had some questions as to the future remodel of the church and the long-term plans for the single-family home, given pending zoning language that was also being considered at the same meeting. They did agree with the Church's goals to improve accessibility and with the engineering department's comments around improving 628 intersection safety at Golden Valley Road and Hidden Lakes Parkway. The Planning Commission recommended approval with the following conditions: 1. All required drainage and utility easements shall be included on the final plat. 2. The applicant shall work with staff to modify access to 4100 Golden Valley Road by removing the existing curb cut and driveway and rerouting access through the north parking lot of the church to Mary Hills Drive. 3. The applicant shall incorporate any changes to the final plat required by Hennepin County as a result of their review. 4. The City Attorney will conduct a title review prior to approval of the final plat. 5. A park dedication fee equal to 6% of the land value shall be paid prior to the release of the final plat pending review by the City Attorney. Following the meeting at Planning Commission, the applicant contacted the City to request that the 6% park dedication fee be waived because their project would not be creating new residential units. The Community Development Director and City Attorney reviewed the request and recommend removing condition number 5 relating to the park dedication fee. This recommendation is reflected in the proposed action before the Council tonight. Metropolitan Council Review As the future land use map is part of the 2040 Comprehensive Plan, the change in land use will need to be reviewed by the Metropolitan Council. City staff has been in communication with Metropolitan Council representatives, who have confirmed this would be considered an administrative amendment due to its minimal impact on regional planning and systems. Financial or Budget Considerations Religious institutions are non-taxed entities, and as such the added 0.83 acres that was previously zoned single-family would not be eligible for property taxes. Legal Considerations The City Attorney has completed all requested review other than a title review of the subject property. That review will be conducted prior to final approval of the plat. Equity Considerations The City of Golden Valley is committed to hearing all entitlement requests without any bias towards one applicant over another. This is as true for religious institutions as for commercial businesses, residents, and other groups that we work with. The proposed changes to the church building would increase accessibility for those with mobility challenges. Recommended Action Motion to adopt Resolution No. 23-112 to approve the requested amendment to the Future Land Use Map, changing the guided land use for 4100 Golden Valley Road from Low Density Residential use to Institutional - Assembly use. Motion to adopt Ordinance No. 776, to approve the requested amendment to the Zoning Map, changing the zoning for 4100 Golden Valley Road from Single-Family Residential (R-1) to Institutional - Assembly (I-A). 629 Motion to approve the proposed minor platting action subject to the following conditions: 1. All required drainage and utility easements shall be included on the final plat. 2. The applicant shall work with staff to modify access to 4100 Golden Valley Road by removing the existing curb cut and driveway and rerouting access through the north parking lot of the church to Mary Hills Drive. 3. The applicant shall incorporate any changes to the final plat required by Hennepin County as a result of their review. 4. The City Attorney will conduct a title review prior to approval of the final plat. Supporting Documents Planning Commission Minutes of November 13, 2023 Staff Memo - PC - Land Use_Unity Church Staff Memo - PC - Zoning_Unity Church Staff Memo - PC - Replat_Unity Church Unity Church_Narrative for Lot Combination Unity Church Site Plans Unity Church Floor Plan and Exteriors Unity Church Preliminary Plat Resolution No. 23-112 - Land Use Amendment - 4100 Golden Valley Rd Ordinance No. 776 - Zoning Map Amendment - 4100 Golden Valley Rd 630 REGULAR MEETING MINUTES This meeting was conducted in a hybrid format with in-person and remote options for attending, participating, and commenting. The City used Webex to conduct this meeting and members of the public were able to monitor the meetings by watching it on Comcast cable channel 16, by streaming it on CCXmedia.org, or by dialing in to the public call-in line. 1. Call to Order The meeting was called to order at 6:30 pm by Chair Brookins. Roll Call Commissioners present: A. Barnstorff, A. Brookins, B. Fricke, G. Cohen, M. McCormick, B. Meredith, M. Ruby, C. Segelbaum Commissioners absent: Staff present: Jason Zimmerman – Planning Manager, Myles Campbell – Planner Council Liaison: Denise La Mere-Anderson 2. Land Acknowledgement 3. Approval of Agenda MOTION made by Commissioner Meredith, seconded by Commissioner Cohen, to approve the agenda of November 13, 2023. MOTION CARRIED 4. Approval of Minutes October 9, Regular Meeting MOTION made by Commissioner Ruby, seconded by Commissioner McCormick, to approve the minutes of October 9, 2023. MOTION CARRIED 5. Informal Public Hearing Applicant: Unity Christ Church Address: 4100 Golden Valley Road a) Land Use Change for 4100 Golden Valley Road b) Zoning Map Amendment for 4100 Golden Valley Road c) Preliminary Plan for 4000 and 4100 Golden Valley Road Jason Zimmerman – Planning Manager, explained why this one item had three subitems and thus required three votes. November 13, 2023 – 6:30 pm City Council Chambers Hybrid 631 City of Golden Valley Planning Commission Regular Meeting November 13, 2023 – 6:30 pm 2 Staff started by showing a map of the neighborhood and where the church is located. Zimmerman discussed the Future Land Use Map, the Zoning Map, and reviewed the zoning districts. He discussed the existing conditions at 4000 and 4100 Golden Valley Road; the church owns the property at 4100 and has been renting it out. [Staff experienced some technical issues during this time, there was audio but no video] The applicant would like to combine 4100 into 4000 and then replat so the entire area is one lot. Unity is proposing a building expansion on the main building and while it will remove some parking spots in the front area, the minimum number of parking spaces is still met. Zimmerman reviewed the proposal for the land use change at 4100 Golden Valley Road. The land use would go from Low Density Residential to Institutional - Assembly and then the Zoning would go from Single-Family Residential (R-1) to Institutional - Assembly (I-A). Moving forward, the home on the lot being combined with the church would become church housing. Lot Requirements • No minimum lot size or lot width requirements in the Institutional subdistricts • The combination of the two lots could create nonconformities for the single-family home (pending other changes to the text in the Institutional zoning district) Additional Staff Comments • Engineering staff provided three comments: 1. The proposed drainage and utility easements along the west and north property lines must be increased from 5 feet to 6 feet in width in order to comply with City requirements. 2. If the lots are combined, the curb cut and driveway from 4100 onto Golden Valley Road must be removed and access to the home rerouted through the north parking lot of the church and to Mary Hills Drive. 3. 4000 Golden Valley Road was inspected for compliance with the City’s Inflow and Infiltration requirements and was found to be out of compliance. The City has drafted a deposit agreement to ensure that the work needed to make the corrections will be completed. Staff reviewed the nine factors and findings for platting. All were met or conditionally met. Recommended Action Staff recommends approval of the requested amendment to the Future Land Use Map, changing the guided land use for 4100 Golden Valley Road from Low Density Residential use to Institutional - Assembly use. Findings: 1. Under the proposed modification, the use and ownership of 4100 Golden Valley Road would not change, indicating little to no impact on surrounding properties. 632 City of Golden Valley Planning Commission Regular Meeting November 13, 2023 – 6:30 pm 3 2. Reguiding the property and allowing it to be combined with 4000 Golden Valley Road provides an opportunity to improve safety on Golden Valley Road at the intersection with Hidden Lakes Parkway. 3. The proposal allows the church to improve access to the building for those with mobility challenges. Recommended Action Staff recommends approval of the requested amendment to the Zoning Map, changing the zoning for 4100 Golden Valley Road from Single-Family Residential (R-1) to Institutional - Assembly (I-A). Findings: 1. Under the proposed modification, the use and ownership of 4100 Golden Valley Road would not change, indicating little to no impact on surrounding properties. 2. Rezoning the property and allowing it to be combined with 4000 Golden Valley Road provides an opportunity to improve safety on Golden Valley Road at the intersection with Hidden Lakes Parkway. 3. The proposal allows the church to improve access to the building for those with mobility challenges. 4. The rezoning would carry the risk that the existing structure would become nonconforming with respect to certain zoning standards if other changes to the Institutional zoning district being considered by the City are not approved. Recommended Action Staff recommends approval of the proposed minor platting action, subject to the following conditions: 1. All required drainage and utility easements shall be included on the final plat. 2. The applicant shall work with staff to modify access to 4100 Golden Valley Road by removing the existing curb cut and driveway and rerouting access through the north parking lot of the church to Mary Hills Drive. 3. The applicant shall incorporate any changes to the final plat required by Hennepin County as a result of their review. 4. The City Attorney will conduct a title review prior to approval of the final plat. 5. A park dedication fee equal to 6% of the land value shall be paid prior to the release of the final plat. Commissioner Segelbaum asked what the risk to the City is if these actions are taken and the Church finds itself unable to go through with the expansion as planned. Staff noted that the guided land use and the zoning are considered independent of the development as the decision is based on the zoning and use making sense for that location. Many of the conditions are triggered by items listed with the requests and many will only occur if the plat moves forward. Segelbaum asked if a few conditions could be related to the first two requests but staff said unlikely. Specifically, the sewer condition is on the church lot, and if they stay two plats, both driveways can stay. Additionally, conditions are typically not attached to the zoning change. 633 City of Golden Valley Planning Commission Regular Meeting November 13, 2023 – 6:30 pm 4 Chair Brookins asked about building permits and the replat, staff responded that the replat would have to occur first. The conversation continued around setbacks, the distance differences in different zonings, and curb cuts. Segelbaum asked if the church can rent the home to the public. The church has been renting to an outside party for the last few years, moving forward the general zoning language may change to ensure someone associated with the church lives/utilizes the home. Chair Brookins invited the applicant to speak. Reverend Pat Williamson, Applicant, gave a brief history of Unity Church, described that the building is not fully accessible but the expansion will allow them to be so. He described the church as a destination church as folks come from hours away for service, however most folks that attend Unity are from Golden Valley. The parish exceeded their capital campaign to fund the desired expansion and enhancements. Commissioner Cohen noted he drove through the site prior to the meeting and mentions a sign that said overflow parking is at Courage Center and folks can take a shuttle back to the church. He asked how often the overflow parking is used. The applicant responded that it works very well and they tend to shuttle 35-40 people back and forth. The Courage Center allows Unity to have overflow parking there on weekends, and Unity allows overflow for the Courage Center on weekdays. Chair Brookins opened the public forum at 7:09pm. Duane King 4025 Wasatch Lane I’ve lived in my home since 1967. One thing I noticed in these presentations is that the neighborhood hasn’t been mentioned. We wouldn’t want to stand in the way of the congregation but we are concerned because 6 parking spaces will be lost. My first question is, will the parking on our street expand as a result? I also noticed that it was designated as a low-density area, in general terms I think that’s true but we are a very large neighborhood. There were no remote callers. There were no comments on Golden Valley Speaks. Chair Brookins closed the public forum at 7:14pm. Staff noted the number of parking spots is set based on the number of seats in the building. This renovation will improve accessibility but also reduce the seating for the church. Based on this and city code, the parking lot spaces meets requirements. Commissioner Segelbaum asked if staff knew about resident concern about traffic. Staff responded that they’re aware of parking issues in the area but they are unrelated to the church. 634 City of Golden Valley Planning Commission Regular Meeting November 13, 2023 – 6:30 pm 5 MOTION made by Commissioner Ruby, seconded by Commissioner McCormick, to recommend approval of the requested amendment to the Future Land Use Map, changing the guided land use for 4100 Golden Valley Road from Low Density Residential use to Institutional - Assembly Use. MOTION CARRIED MOTION made by Commissioner Ruby, seconded by Commissioner McCormick, to recommend approval of the requested amendment to the Zoning Map, changing the zoning for 4100 Golden Valley Road from Single-Family Residential (R-1) to Institutional - Assembly (I-A). MOTION CARRIED MOTION made by Commissioner Ruby, seconded by Commissioner McCormick, to recommend approval of the proposed minor platting action, subject to the 5 conditions listed by staff. MOTION CARRIED 6. Discussion – Sacred Communities Myles Campbell – Planner, gave a brief review over the MN Legislature adoption of new regulations, defined a sacred community, and discussed a site map that listed all the places of worship in Golden Valley. Staff discussed lot cover, sizes of structures, and impervious surfaces. Staff is seeking to add language regarding rectories, parsonages, and other living quarters associated with places of worship to draw distinction between these existing uses and sacred communities. Campbell discussed the proposed zoning changes: Section 113-1 Definitions • Add definition for Sacred Communities based on language from state statute Section 113-87 Summary Use Tables • Add as a conditional use to the economic, institutional and mixed-use tables • Include a note that they must be associated with a place of worship Staff presented proposed zoning changes for Sacred Community requirements and Religious Institution Living Quarters Language being added to the Institutional zoning district. Next Steps • Informal Public Hearing o Recommendation to City Council • Formal Public Hearing o Enact code language in advance of any inquiries from places of worship The conversation circled around requirements, language, and thus far no current places of worship have reached out to the city about offering a sacred community. 635 City of Golden Valley Planning Commission Regular Meeting November 13, 2023 – 6:30 pm 6 – End of Televised Portion of Meeting – 7. Council Liaison Report Council Member La Mere-Anderson updated the Commission on the results of the 2023 election, including the ballot questions regarding the Local Sales Tax. She reported that the use of goats to control invasive vegetative species was approved by the City Council, but the keeping of honeybees was not. The HRA budget/levy would be discussed at the November 12 Council Work Session. She also reported on progress hiring additional Police officers. Zimmerman informed the Commission that he would be leaving the city in December and starting a new job with a private planning firm. 8. Other Business Commissioner Cohen will be the representative to the BZA for November. 9. Adjournment Meeting adjourned at 8:04pm. ________________________________ ________________________________ Secretary, Mary McCormick Amie Kolesar, Planning Assistant 636 1 Date: November 13, 2023 To: Golden Valley Planning Commission From: Jason Zimmerman, Planning Manager Subject: Informal Public Hearing – Future Land Use Map Amendment for 4100 Golden Valley Road Property address: 4100 Golden Valley Road Applicant: Unity Christ Church Property owner: Unity Christ Church Current use: Single-family home Lot size: 0.81 acres Guided Land Use: Low Density Residential Proposed Land Use: Institutional - Assembly Current Zoning: Single-Family Residential (R-1) Proposed Zoning: Institutional - Assembly (I-A) Adjacent uses: Single-family homes (west, north), church (east), medical uses (south) 2022 aerial photo (Hennepin County) 637 2 Summary of Request Unity Christ Church is proposing three planning actions to allow for the combination of two lots they own at 4000 and 4100 Golden Valley Road. 4000 Golden Valley Road is the location of their church building, while 4100 Golden Valley Road is a one-story single-family rental owned by the church. They are requesting a change in the guided land use for 4100 Golden Valley Road, a change in the zoning designation of the same address, and a new plat that would combine the two properties into one. This would allow for a planned expansion of the church building to provide ADA compliant access and additional gathering space. Existing Conditions 4100 Golden Valley Road is a single-family lot owned by Unity Christ Church. The lot is 90 feet wide but over 400 feet deep. The existing single-family home was constructed in 1951 and has had a rental license with the City since 2012. A driveway exits onto Golden Valley Road opposite Hidden Lakes Parkway. Being on a hillside, the lot generally slopes from north to south. Proposal Unity Church would like to reguide (and rezone) the lot at 4100 from Low Density Residential use (and Single-Family Residential zoning) to Institutional - Assembly so that it can be combined with the church lot. They desire to expand the southwest corner of the church building by 2,125 sq. ft. in order to provide ADA accessibility as well as create a larger community gathering space. Given the current location of the building on the lot, there is no room to expand without impacting the side yard setback. The expansion would remove six parking spaces, but with the reconfiguration of the interior of the church, the number of seats in the worship area would be reduced. This would reduce the number of required parking spaces by 11 and the church would be in compliance with City requirements: Seats Parking spaces provided Parking spaces required Existing 256 84 86 Proposed 223 78 75 The existing single-family home at 4100 was purchased by the church in 1998. It has continued to provide rental housing to outside parties while owned by the church. If reguided and rezoned, and then combined with 4000 Golden Valley Road, it would become an accessory structure/use to the church itself. Neighborhood Notification and Public Comments As required under the City’s Neighborhood Notification Policy, a neighborhood mailing was sent on October 30. Information was also posted on the Golden Valley Speaks website. Staff will summarize any comments and responses at the meeting on November 13. 638 3 Required Process Support from the Planning Commission and City Council for this proposal would also necessitate review and approval from the Metropolitan Council for the change in land use. Staff have confirmed this would be administrative in nature. Staff Review The City Code does not set specific standards for changing a future land use designation, and the City Council – with the input of the Planning Commission – has a great deal of latitude in deciding if the request is consistent with the overall direction and vision of the Comprehensive Plan. In making a determination, the City should take into account the land use descriptions outlined in the Comp Plan as well as any potential impacts on the character of the area. For reference, it is important to understand what both the existing and proposed land uses entail and the expectations placed on those land uses in the Comprehensive Plan. The 2040 Comp Plan has the following description of the Low Density Residential use designation: This category includes primarily single-family detached units but may include single-family and two-family attached units in scattered locations as appropriate. This land use should be surrounded by other land uses with minimal impacts, such as institutional and open space. The Institutional - Assembly use designation is described as follows: This category includes education facilities at all levels, the cemetery, places of worship for all denominations, and miscellaneous religious installations. Traffic Whether used as a single-family home that is owned and rented by the church, or for housing supporting church operations, the amount of traffic generated would be the same. Engineering staff point out that removing the driveway that provides access from Golden Valley Road and rerouting access through the north parking lot to Mary Hills Drive would improve the safety of the intersection of Golden Valley Road and Hidden Lakes Parkway. I/I Compliance 4100 Golden Valley Road was inspected for compliance with the City’s Inflow and Infiltration requirements and was found to be compliant. Context The current land uses in proximity to the site are complementary to the use being proposed. The adjacent properties to the west and north are single-family homes, while the church lot to the east is already guided for Institutional - Assembly use. The ownership and use of the property are not expected to change if the request is granted, but the combination of the two lots would modify access. 639 4 Comprehensive Plan Consistency Finally, staff reviewed the goals and policies of the Comprehensive Plan to help determine if this proposed change in land use was following the intent of the City’s central guiding document. Based on the application materials, staff found the following goals and policies to support the reguiding of the site for Institutional - Assembly use. Land Use • Goal 1: Create a Complete Community – Strive for a diverse and balanced community that contains a variety of residential areas, major employers, retail, service, institutions, and parks and open spaces. Objective 1.3 – Preserve assembly facilities (schools, places of worship, etc.) as important spaces for social interaction Transportation • 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. Objective 1 – Increase safety by reducing crashes on the roadway network, especially at intersections Staff Findings In order to provide support for the recommendation below, staff is offering the following findings of fact related to reguiding 4100 Golden Valley Road to an Institutional - Assembly use designation: 1. Under the proposed modification, the use and ownership of 4100 Golden Valley Road would not change, indicating little to no impact on surrounding properties. 2. Reguiding the property and allowing it to be combined with 4000 Golden Valley Road provides an opportunity to improve safety on Golden Valley Road at the intersection with Hidden Lakes Parkway. 3. The proposal allows the church to improve access to the building for those with mobility challenges. 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 4100 Golden Valley Road from Low Density Residential use to Institutional - Assembly use. Attachments: Future Land Use Map (1 page) Narrative (2 pages) Site Plans (3 pages) Floor Plans and Exteriors (5 pages) 640 1 Date: November 13, 2023 To: Golden Valley Planning Commission From: Jason Zimmerman, Planning Manager Subject: Informal Public Hearing – Zoning Map Amendment for 4100 Golden Valley Road Summary of Request Unity Christ Church is proposing three planning actions to allow for the combination of two lots they own at 4000 and 4100 Golden Valley Road. 4000 Golden Valley Road is the location of their church building, while 4100 Golden Valley Road is a one-story single-family rental owned by the church. They are requesting a change in the guided land use for 4100 Golden Valley Road, a change in the zoning designation of the same address, and a new plat that would combine the two properties into one. This would allow for a planned expansion of the church building to provide ADA compliant access and additional gathering space. Existing Conditions For details on the background of this rezoning request and the existing conditions of the site itself, please refer to the accompanying memo on the proposed change in guided land use. Proposal The zoning request would change the designated zoning from Single-Family Residential (R-1) to Institutional - Assembly (I-A). Neighborhood Notification and Public Comments As required under the City’s Neighborhood Notification Policy, a neighborhood mailing was sent on October 30. Information was also posted on the Golden Valley Speaks website. Staff will summarize any comments and responses at the meeting on November 13. Required Process Support from the Planning Commission and City Council for this proposal would also necessitate review and approval from the Metropolitan Council for the change in land use. Staff have confirmed this would be administrative in nature. 641 2 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) The rezoning request seeks to change the site’s zoning from Single-Family Residential (R-1) to Institutional - Assembly (I-A). The purpose statements for both districts follow: Single-Family Residential (R-1) The purpose of the Single-Family Residential (R-1) Zoning District is to provide for detached single-family dwelling units at a low density along with directly related and complementary uses. Institutional – Assembly (I-A) 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 The R-1 district allows for single-family homes as well as residential facilities and foster family homes. The Institutional - Assembly subdistrict allows places of worship, schools, libraries, and museums by-right, as well as adult day care centers, child care centers, and cemeteries by conditional use permit. Traffic As described in the land use memo, traffic associated with the proposed zoning change would be negligible. Context The current zoning in proximity to the site is complementary to the zoning being proposed. The adjacent properties to the west and north are single-family homes, while the church lot to the east is already zoned Institutional - Assembly. The ownership and use of the property are not expected to change if the request is granted, but the combination of the two lots would modify access. 642 3 Other Zoning Requirements Side and rear setbacks in the Institutional zoning district are significantly greater than those in the R-1 district. Structures must be 50 feet from all side and rear lot lines, instead of the typical 12.5 to 15 feet for side yards and 25 feet for rear yards in a single-family district. Given those differences, as a standalone lot the existing single-family home would be nonconforming with respect to both side lot lines. However, if the two lots were to be combined, as requested, the setback from the east property line would no longer be an issue. The setback from the west property line (15 feet) would still be nonconforming with respect to the Institutional requirement of 50 feet. If the lots were to be combined, the home would become an accessory structure. As such, it would be out of compliance with both the height restrictions for accessory structures (10 feet from the floor to the top plate) and the size (limited to 1,000 square feet). There are two other places of worship in the city that have single-family structures that provide housing associated with the principal use – St. Margaret Mary and Good Shepard. In both cases, these structures are nonconforming with respect to many of the zoning requirements for accessory structures in the Institutional zoning district. Separately, staff are bringing forward for consideration changes to the Institutional district standards in order to acknowledge the new “sacred communities” requirements imposed by the State. As part of those proposed changes, staff are also recommending adjustments be made to accommodate rectories, parsonages, parish houses, etc., associated with a place of worship. The applicant is aware that these changes have not yet been approved, and that moving forward with the rezoning and the lot combination carry some risk that the structure will need to be modified to comply with zoning requirements. Staff Findings In order to provide support for the recommendation below, staff is offering the following findings of fact related to rezoning 4100 Golden Valley Road to an Institutional - Assembly designation: 1. Under the proposed modification, the use and ownership of 4100 Golden Valley Road would not change, indicating little to no impact on surrounding properties. 2. Rezoning the property and allowing it to be combined with 4000 Golden Valley Road provides an opportunity to improve safety on Golden Valley Road at the intersection with Hidden Lakes Parkway. 3. The proposal allows the church to improve access to the building for those with mobility challenges. 4. The rezoning would carry the risk that the existing structure would become nonconforming with respect to certain zoning standards if other changes to the Institutional zoning district being considered by the City are not approved. 643 4 Recommended Action Based on the findings above, staff recommends approval of the requested amendment to the Zoning Map, changing the zoning for 4100 Golden Valley Road from Single-Family Residential (R- 1) to Institutional - Assembly (I-A). Attachments: Zoning Map (1 page) 644 1 Date: November 13, 2023 To: Golden Valley Planning Commission From: Jason Zimmerman, Planning Manager Subject: Informal Public Hearing – Preliminary Plan for 4000 and 4100 Golden Valley Road Property address: 4000 and 100 Golden Valley Road Applicant: Unity Christ Church Property owner: Unity Christ Church Current use: Single-family home and church Lot size: 2.53 acres total Guided Land Use and Current Zoning: Low Density Residential and Institutional - Assembly Proposed Land Use and Zoning: Institutional - Assembly (I-A) Adjacent uses: Single-family homes (west, north, east), medical uses (south) 2022 aerial photo (Hennepin County) 645 2 Summary of Request Unity Christ Church is proposing three planning actions to allow for the combination of two lots they own at 4000 and 4100 Golden Valley Road. 4000 Golden Valley Road is the location of their church building, while 4100 Golden Valley Road is a one-story single-family rental owned by the church. They are requesting a change in the guided land use for 4100 Golden Valley Road, a change in the zoning designation of the same address, and a new plat that would combine the two properties into one. This would allow for a planned expansion of the church building to provide ADA compliant access and additional gathering space. Existing Conditions For details on the background of this subdivision request and the existing conditions of the site itself, please refer to the accompanying memo on the proposed change in guided land use. Proposal The proposed platting action would combine two existing lots and replat them into one new lot. The two existing structures are expected to remain. Required Process Support from the Planning Commission and City Council for this proposal would also necessitate review and approval from the Metropolitan Council for the change in land use. Staff have confirmed this would be administrative in nature. Staff Review Lot Requirements Unlike some other zoning districts, the City’s Institutional subdistricts have no minimum lot size or lot width requirements. Therefore, the two parcels being modified by combining them into one meet the platting standards and are found to be acceptable. As outlined in the memo regarding the proposed rezoning, the combination of the two lots would create nonconformities for the single-family home if other changes to the Institutional zoning district being considered by the City are not approved. Additional Department Review Engineering staff have reviewed the preliminary plat and have offered the following comments: • The proposed drainage and utility easements along the west and north property lines must be increased from 5 feet to 6 feet in width in order to comply with City requirements. • If the lots are combined, the curb cut and driveway from 4100 onto Golden Valley Road must be removed and access to the home rerouted through the north parking lot of the church and to Mary Hills Drive. • 4000 Golden Valley Road was inspected for compliance with the City’s Inflow and Infiltration requirements and was found to be out of compliance. The City has drafted a 646 3 deposit agreement to ensure that the work needed to make the corrections will be completed. The Fire Department has reviewed the application and has no comments or concerns. The Hennepin County Transportation Division is reviewing the proposed platting action due to its adjacency to a County Road (Golden Valley Road). Any comments or recommendations they provide will be shared at the public hearing. Qualification Governing Approval of a Minor Platting Action According to Section 109-121 of the City’s Platting Regulations, the following govern approval of minor platting actions with staff comments related to this request: Factor/Finding 1. A minor platting action shall be denied if the proposed lots do not meet the minimum area and dimensional requirements for the Zoning District in which they are located, or if vehicular access is not provided from an abutting improved street. Standard met. The new lot would continue to meet the standards of the Institutional Zoning District. Vehicular access to the lot is provided from Mary Hills Drive. 2. A minor platting action may be denied upon the City’s determination that a resulting new lot is encumbered by steep slopes or excessive wetness. Standard met. There are no steep slopes or excessive wetness present that would encumber the lots. 3. A minor platting action may be denied if sewer and water connections are not directly accessible by each proposed lot. Standard met. Established sewer and water connections exist, though corrections to fix existing inflow and infiltration issues with the sanitary sewer line must be completed. A deposit agreement with the City is in place to ensure this work is done. 4. Approval shall be conditioned on the granting of easements for necessary public purposes. Standard conditionally met. New drainage and utility easements have been proposed as a part of the preliminary plat. Minor adjustments are necessary and shall be included on the final plat. 647 4 5. Approval may be conditioned on the requirements of outside public agencies with jurisdiction. Standard conditionally met. The proposed plat has been sent to Hennepin County for review and any required changes must be incorporated into the final plat. 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 any additional title review is necessary prior to approval of the final plat. 7. Minor platting actions 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 change in existing traffic patterns is anticipated as a result of the proposed platting action. 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 conditionally met. A park dedication fee of 6% of the land value shall be required prior to the release of the final plat. There are no pending or levied deferred assessments. 9. The conditions spelled out shall provide the only basis for denial of a minor platting action. Approval will be granted to any application that meets the established conditions. Standard met. Recommended Action Staff recommends approval of the proposed minor platting action subject to the following conditions: 1. All required drainage and utility easements shall be included on the final plat. 2. The applicant shall work with staff to modify access to 4100 Golden Valley Road by removing the existing curb cut and driveway and rerouting access through the north parking lot of the church to Mary Hills Drive. 3. The applicant shall incorporate any changes to the final plat required by Hennepin County as a result of their review. 4. The City Attorney will conduct a title review prior to approval of the final plat. 5. A park dedication fee equal to 6% of the land value shall be paid prior to the release of the final plat. 648 5 Attachment Draft Plat for Unity Church Addition (1 page) 649 6701 West 23rd Street l St. Louis Park, MN 55426 Phone: (763) 541-9552 l Fax (763) 541-9857 www.vanmanab.com October 6, 2023 City of Golden Valley Attn: Jason Zimmerman, Planning Manager 7800 Golden Valley Road Golden Valley, MN 5427 RE: Narrative Concerning Lot Combination Request for Unity Church – 4000 Golden Valley Road A. CONTACT INFORMATION: Unity Christ Church Contact: Nancy Maiello 4000 Golden Valley Road Golden Valley, MN 55422 Nancy@unityminneapolis.org 763-521-4793 Vanman Architects and Builders Contact: Angie Knodel, AIA 6701 West 23rd Street St. Louis Park, MN 55426 angie@vanmanab.com 612-965-8570 B. LEGAL DESCRIPTION / SITE DATA: The site is located at 4000 and 4100 Golden Valley Road. Unity Church currently owns both properties. The 4000 property is currently zoned as I-A, Assembly, Places of Worship Metes & Bounds: Com At A Pt In The N Line Of Se 1/4 Of Ne 1/4 Dis 308 7/10 Ft W From The Ne Cor Thereof Th S Par With E Line Thereof 740 Ft To The Actual Note: This Is A Partial Metes & Bounds Description. The 4100 property is currently zoned as R-1 Single Family Residential. Metes & Bounds: That Part Of The W 90 Ft Of E 648 7/10 Ft Of The Se 1/4 Of Ne 1/4 Lying Nly Of Golden Valley Road And Sly Of Blk 1 Mary Hills 650 6701 West 23rd Street l St. Louis Park, MN 55426 Phone: (763) 541-9552 l Fax (763) 541-9857 www.vanmanab.com C. HISTORY NARRATIVE: For more than 100 years, our spiritual community has been a home to many who seek a deeper relationship with Spirit. Unity Church began as a small study group, Unity Truth Center, in 1919. Over 54 years, they met at various locations until purchasing the former Mormon Church at 4000 Golden Valley Road in 1973. Our church has flourished and given birth to several Unity communities throughout Minnesota that continue today. For many years, we have known that our facility is not what it needs to be. Lack of full accessibility creates barriers to participation and prevents some from feeling welcomed and valued in our spiritual community. We desire a hospitality space large enough to bring everyone together as a faith community or to gather for weddings, celebrations of life, or christenings. Our congregation is eager for a truly welcoming facility with versatile, flexible spaces. D. PROPOSED PROJECT AND USES: The proposed plan for Unity Church is to construct a 2-story addition on the southwest corner of the existing building. This addition will include a new main entry to the building, an elevator, new offices, ADA restrooms as well as a community room with an upper-level deck. The existing building will be remodeled to provide ADA access throughout the worship and fellowship areas as well as an updated and refreshed look throughout the interior. The building would be used primarily on Sunday Mornings, from 8 am to 1 pm. The building would also be used throughout the week for classes and events. Office hours would be kept during the week from 8 am to 5 pm. E. BUILDING AESTHETICS: This addition will also create a new look to the church as well as provide a welcoming and identifiable entrance to the building off of Golden Valley Road. The Entry will consist of glass, wood or faux wood look materials to create the warm and inviting entry. The addition will also consist of EFIS material in contrasting colors to create a new updated, timeless look to complement the existing building. F. EXISTING SITE There will be minimal work on the site mostly consisting of the area around the addition and new entry. The intent is for the parking counts and the seats in worship to remain as is. 651 GOLDEN VALLEY RDGOLDEN VALLEY RDMARY HILLS DR N10-6-23REMOVALS PLANUNITY CHURCH ADDITIONVANMAN ARCHITECTS AND BUILDERS, INC.GOLDEN VALLEY, MN21-0566C3C1SHEET NO. OF SHEETSREV. NO. DATE BY DESCRIPTIONDESIGNED DRAWNCHECKEDDATE:PROJECT NO:Engineers & Land Surveyors, Inc.SSOCIATES9 West Division StreetBuffalo, MN 55313(763)682-4727Fax: (763)682-3522www.ottoassociates.comFeet01020652 GOLDEN VALLEY RDMARY HILLS DR 10-6-23SITE PLANUNITY CHURCH ADDITIONVANMAN ARCHITECTS AND BUILDERS, INC.GOLDEN VALLEY, MN21-0566C3C2NFeet03060SHEET NO. OF SHEETSREV. NO. DATE BY DESCRIPTIONDESIGNED DRAWNCHECKEDDATE:PROJECT NO:Engineers & Land Surveyors, Inc.SSOCIATES9 West Division StreetBuffalo, MN 55313(763)682-4727Fax: (763)682-3522www.ottoassociates.comCONCRETE SIDEWALK PAVEMENT SECTIONDETAIL ANCONCRETE SIDEWALK W/INTEGRAL CURBDETAIL BN653 GOLDEN VALLEY RDMARY HILLS DR N10-6-23GRADING & EROSIONCONTROL PLANUNITY CHURCH ADDITIONVANMAN ARCHITECTS AND BUILDERS, INC.GOLDEN VALLEY, MN21-0566C3C3SHEET NO. OF SHEETSREV. NO. DATE BY DESCRIPTIONDESIGNED DRAWNCHECKEDDATE:PROJECT NO:Engineers & Land Surveyors, Inc.SSOCIATES9 West Division StreetBuffalo, MN 55313(763)682-4727Fax: (763)682-3522www.ottoassociates.comFeet01020SILT FENCE DETAIL654 UP DN UP 185 SF STOR 143 SF STOR 1577 SF FRIENDSHIP HALL 103 SF UTILITY 100 SF DISH 210 SF MEDITATION ROOM 154 SF KITCHEN 255 SF FLEX OFFICE 332 SF BOOKSTORE 66 SF TOILET 99 SF STORAGE 1751 SF GARDEN COURT 347 SF GARDEN COURT EXTENSION 511 SF SOLAR COURT administration circulation classroom multi-purpose utility worship 181 SF HALL 86 SF UTILITY 14 SF STOR 176 SF STORAGE welcoming - Sunday fellowship kiosk for sign ups small groups overflow wedding receptions receiving line green room for rehearsals waiting space sound proof office equipment mailboxes storage for office supplies furnace shower storage fire riser storage brooms / dustpanspaper / cleaningsprinkler circuit panels volunteer name tagsmeetings receptions meals sunday fellowship pancake breakfasts classes overflow mens group volunteer activities refrigerator freezer choir storage chair storage decor team storage paint tools spare lights ladder platforms water intrusion on walls here buckle in wall here at ground levelReplace HVAC ductwork below eliminate floor bump here to match adjacent floor height direct access up full glass doors full glass windows full glass doors NOTE: Sound Isolation between Garden Court and Friendship Hall - New Flooring in Friendship Hall to feel less like a church basement coatscoatscoatspass thru window 223 SEATS (256 existing) - 70 sf of existing stage +160 sf stage modify door with ramp stairs etc camera area sound booth 5.5' deep x 8' wide 1:20 slope here LED 9 x 16 screenADA stage access 100'-0" 100'-0"98'-10 3/4"1:20 slope down step up1:20 slope down step up253 SF office 151 SF office 161 SF reception 386 SF hall 217 SF entry 109 SF vestibule 257 SF women 252 SF men 2054 SF worship MAIN LEVEL NEW BUILDING ADDITION = 2,096 SF LEAVE AS IS - DOOR KITCHEN REMODEL INCLUDE IN PLANS COPYRIGHT C 2023 July 14, 2023 Unity Minneapolis SCALE: 3/16" = 1'-0"A1 2 Main Level Floor Plan 655 DN DN 1216 SF FILLMORE ROOM 103 SF VESTIBULE 439 SF HALL 349 SF NURSERY 94 SF CHAPLAIN & OFFERING 216 SF CLASSROOM MIDWEST 46 SF IT ROOM 87 SF STOR 73 SF STOR 111 SF VESTIBULE 117 SF HALL 184 SF YOUTH MINISTRIES 156 SF HALL 318 SF OPEN CLASSROOM B 313 SF CLASSROOM 120 SF TECH ROOM 193 SF STORAGE administration circulation classroom multi-purpose utility worship 797 SF OPEN TO BELOW 247 SF HALL 98 SF STAIR meetings rehearsals (piano in this room) classes workshops lock-ins sleepovers services smaller ceremonies tables & chairs Christmas decorations prayer shawls banners / flags catch all classes meetings classes meetings classes meetings book study small groups classes meetings book study small groups classes meetings 12 steps book study small groups storage furnace 1983/1991 (3) furnaces down 308 SF UPPER LEVEL LOBBY 124 SF FINANCE OFFICE 335 SF OPEN CLASSROOM A 85 SF HALL 32 SF TOILET coatsUPPER LEVEL NEW BUILDING ADDITION = 1216 SF + 280 SF EXTERIOR DECK 204 SF ELEVATOR LOBBY 189 SF HALL 53 SF FAMILY TOILET 456 SF MULTI-PURPOSE ROOF BELOW locate RTUs here 39 SF ADA toilet 17 SF toilet 69 SF restroom 326 SF DECK ACCESS273 SF DECK COPYRIGHT C 2023 July 14, 2023 Unity Minneapolis SCALE: 3/16" = 1'-0"A2 2 Upper Level Floor Plan 656 VANMAN ARCHITECTS AND BUILDERS - 6701 West 23rd Street, St. Louis Park, Minnesota 55426 - 763.541.9552 - www.vanmanab.com COPYRIGHT 2023C 07/13/2023Unity Minneapolis 657 VANMAN ARCHITECTS AND BUILDERS - 6701 West 23rd Street, St. Louis Park, Minnesota 55426 - 763.541.9552 - www.vanmanab.com COPYRIGHT 2023C 07/13/2023Unity Minneapolis 658 VANMAN ARCHITECTS AND BUILDERS - 6701 West 23rd Street, St. Louis Park, Minnesota 55426 - 763.541.9552 - www.vanmanab.com COPYRIGHT 2023C 07/13/2023Unity Minneapolis 659 MARY HILLS DRIVELOT 1BLOCK1RD GOL D E N VALLE Y C.R. DOC. NO.Engineers & Land Surveyors, Inc.SSOCIATESN Feet03060UNITY CHURCH ADDITIONNVicinity Map660 RESOLUTION NO. 23-112 RESOLUTION FOR AMENDMENT TO THE FUTURE LAND USE MAP DESIGNATING 4100 GOLDEN VALLEY ROAD FOR INSTITUTIONAL - ASSEMBLY USE WHEREAS, the City Council has met at the time and place specified in a notice duly published with respect to the subject matter hereof and has heard all interested persons, and it appearing in the interest of the public that the Future Land Use Map as heretofore adopted and enacted by the City of Golden Valley be amended; and WHEREAS, the area affected will be legally described as follows: The West 90.00 feet of the East 648.70 feet of the Southeast Quarter of the Northeast Quarter of Section 18, Township 29, Range 24, lying Northerly of the centerline of 19th Avenue North, also known as Golden Valley Road, and Southerly of Block 1, MARY HILLS, according to the duly recorded plat thereof. 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 4100 Golden Valley Road for Institutional - Assembly use. Adopted by the City Council this 19thday of December, 2023. _____________________________ Shepard M. Harris, Mayor ATTEST: _____________________________ Theresa Schyma, City Clerk 661 ORDINANCE NO. 776 AN ORDINANCE AMENDING THE CITY CODE CHAPTER 113 Amending the Zoning Map and Rezoning 4100 Golden Valley Road Unity Christ Church, Inc., Applicant The City Council for the City of Golden Valley hereby ordains as follows: Section 1. City Code chapter 113 entitled “Zoning” is amended in Section 113-55 Subd. (b) by changing the zoning designation of the property at 4100 Golden Valley Road from Single-Family Residential (R-1) to Institutional - Assembly (I-A). Section 2. The tracts of land affected by this ordinance are legally described as: The West 90.00 feet of the East 648.70 feet of the Southeast Quarter of the Northeast Quarter of Section 18, Township 29, Range 24, lying Northerly of the centerline of 19th Avenue North, also known as Golden Valley Road, and Southerly of Block 1, MARY HILLS, according to the duly recorded plat thereof. 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 19th day of December, 2023. _____________________________ Shepard M. Harris, Mayor ATTEST: _____________________________ Theresa Schyma, City Clerk 662 EXECUTIVE SUMMARY City Administration 763-512-2345 / 763-512-2344 (fax) Golden Valley City Council Meeting December 19, 2023 Agenda Item 6A. Second Consideration of Ordinance No. 774 - Local Sales and Use Tax Regulations and Adopt Resolution No. 23-113 Authorizing Summary Publication of the Ordinance Prepared By Theresa Schyma, City Clerk Summary At the November 7, 2023 Municipal Election, Golden Valley voters approved three ballot questions authorizing the City to impose a local sales and use tax to pay for projects to modernize its core service operations. The local sales tax of 1.25 percent will provide revenues to pay for the projects, plus interest, and the cost of issuing bonds. Per Minn. Stat. § 297A.99 , the Council must adopt an ordinance imposing the local sales and use tax and establishing an effective date. The proposed ordinance sets the effective date as April 1, 2024. Following approval by Council, staff will notify the Minnesota Department of Revenue, in writing and with required supporting documentation, at least 90 days before the anticipated effective date. First reading of the ordinance was considered at the December 5, 2023 City Council meeting and the Council did not make any suggested changes to the ordinance. What purchases are exempt from the local sales tax? The local sales tax includes the same exemptions as the state sales tax, including clothing, groceries, baby products, and feminine hygiene products. The Minnesota Department of Revenue outlines a full list of nontaxable items, here. How will the sales tax impact Golden Valley residents? The 1.25 percent local sales tax will generate 1¼ cents for every dollar spent — that is, an additional 10 cents for every $8 spent. For Golden Valley residents, the cost of the local sales tax is estimated to be $118.65 a year per resident, or about $9.83 a month, according to research by the University of Minnesota. Legal Considerations The Legal Department and Finance Department worked together to prepare the proposed ordinance. Equity Considerations This item did not require equity review. 663 Recommended Action Motion to approve second consideration of Ordinance No. 774 for local sales and use tax regulations. Motion to adopt Resolution No. 23-113 authorizing summary publication of Ordinance No. 774. Supporting Documents Ordinance No. 774 - Local Sales and Use Tax Resolution No. 23-113 Approving Summary Publication of Ordinance 774 - Local Sales and Use Tax 664 ORDINANCE NO. 774 AN ORDINANCE OF THE CITY OF GOLDEN VALLEY, MINNESOTA, ENACTING CHAPTER 16, ARTICLE I, SECTION 16-3 OF THE CITY CODE: LOCAL SALES AND USE TAX THE CITY COUNCIL OF THE CITY OF GOLDEN VALLEY, MINNESOTA DOES HEREBY ORDAIN: CHAPTER 16, ARTICLE I, SECTION 16-3 LOCAL SALES AND USE TAX (a) Authority. Pursuant to Minnesota Laws 2023, Chapter 64, Article 10, Section 37 (the “Act”), the Minnesota Legislature has authorized the City of Golden Valley, Minnesota to impose a one and one-quarter percent (1.25%) sales and use tax to provide revenues to pay the costs of collecting and administering the tax to the commissioner of revenue of the state of Minnesota and to finance the capital and administrative costs related to the funding of designated projects identified in the Act and approved by the voters at the general election held November 7, 2023. (b) Definitions. For purposes of this chapter, the following words, terms, and phrases have the meanings given them in this section unless the language or context clearly indicates a different meaning is intended. (1)“Act” means Minnesota Laws 2023, Chapter 64, Article 10, Section 37, as amended. (2)“City” means the City of Golden Valley, Minnesota. (3)“Commissioner” means the commissioner of revenue of the state of Minnesota or a person to whom the commissioner has delegated functions. (4)“Designated Projects” means the planning, design, construction, acquisition, betterment, and any other capital and administrative costs of the following projects in the City, including securing and paying debt service on bonds issued to finance all or part of the following projects: i.$45,000,000 plus associated bonding costs for construction of a new public works facility; ii.$15,000,000 plus associated bonding costs for the purchase of land for a new public works facility; and iii.$45,000,000 plus associated bonding costs for construction of a new public safety facility. (5)“Local Sales and Use Tax” means the sales and use tax imposed and collected pursuant to this section. 665 (6)“State Sales and Use Tax Laws and Rules” means those provisions of the state revenue laws applicable to state sales and use tax imposition, administration, collection, and enforcement, including Minnesota Statutes, chapters 270C, 289A, 297A and Minnesota Rules, chapter 8130, as amended from time to time. (c) Local Sales and Use Tax imposed; amount of tax; coordination with State Sales and Use Tax Laws and Rules. A local sales tax is imposed in the amount of one and one-quarter percent (1.25%) on the gross receipts from sales at retail sourced within City limits which are taxable under the State Sales and Use Tax Laws and Rules. A local use tax is imposed in the amount of one and one-quarter percent (1.25%) on the storage, use, distribution or consumption of goods or services sourced within City limits which are taxable under the State Sales and Use Tax Laws and Rules. All of the provisions of the State Sales and Use Tax Laws and Rules apply to the Local Sales and Use Tax imposed by this section. The Local Sales and Use Tax imposed by this section shall be collected and remitted to the Commissioner on any sale or purchase when the state sales tax must be collected and remitted to the Commissioner under the State Sales and Use Tax Laws and Rules and is in addition to the state sales and use tax. (d) Effective date of tax; transitional sales. Except as otherwise provided herein, the Local Sales and Use Tax imposed by this section shall apply to sales and purchases made on or after April 1, 2024, and shall be in addition to all other taxes now in effect. The Local Sales and Use Tax is governed by State Sales and Use Tax Laws and Rules regarding sales that occur during any transition period described therein and, in addition, the Local Sales and Use Tax imposed by this section shall not apply to: (1)The gross receipts from retail sales or leases of tangible personal property or Motor Vehicles made pursuant to a bona fide written contract, which unconditionally vests the rights and obligations of the parties thereto, provided that such contract was enforceable prior to April 1, 2024, and that delivery of the tangible personal property subject thereto is made on or before April 1, 2024. (2)The gross receipts from retail sales made pursuant to a bona fide lump sum or fixed price construction contract, which unconditionally vests the rights and obligations of the parties thereto and which does not make provision or allocation of future taxes, provided that such contract was enforceable prior to April 1, 2024, and that delivery of the tangible personal property used in performing such construction contract is made before April 1, 2024. (3)The purchase of taxable services, including utility services, if the billing period includes charges for services furnished before and after April 1, 2024, but the Local Sales and Use Tax imposed by this section shall apply on the first billing period not including charges for services furnished before April 1, 2024. (4)Lease payments for tangible personal property and Motor Vehicles that includes a period before and after April 1, 2024, but the Local Sales and Use Tax imposed by this section shall apply on a prorated basis to lease payment amounts attributable to that portion of the lease payment period on or after April 1, 2024 and on the entire lease payment for all lease payment periods thereafter. 666 (e) Tax Clearance; Issuance of Licenses. (1)The City may not issue or renew a license for the conduct of a trade or business within the City if the Commissioner notifies the licensing division of the City that the applicant owes delinquent Local Sales and Use Taxes as provided in this section, or penalties or interest due on such taxes. For the purposes of this section, the penalties and interest due on Local Sales and Use Taxes are included in the meaning of Local Sales and Use Taxes. (2)Delinquent Local Sales and Use Taxes do not include a tax liability if: (i) an administrative or court action which contests the amount or validity of the liability has been filed or served, (ii) the appeal period to contest the tax liability has not expired, or (iii) the applicant has entered into a payment agreement and is current with the payments. (3)Applicant means an individual if the license is issued to or in the name of an individual or the corporation, partnership or other entity if the license is issued to or in the name of a corporation, partnership or other entity. (4)A copy of the notice of delinquent taxes given to the licensing division of the City shall also be sent to the applicant taxpayer. In the case of renewal of a license, if the applicant requests a hearing in writing, within 30 days of receipt of the notice of delinquent taxes, then a contested hearing shall be held under the same procedures as provided in Minn. Stat. 270A, as amended, for the state sales and use tax imposed under Minn. Stat. 297A, as amended; provided further that if a hearing must be held on the state sales and use tax, hearings must be combined. (f) Deposit of revenues; costs of administration; termination of tax. (1)All of the revenues, interest, and penalties derived from the Local Sales and Use Tax imposed by this section collected by the Commissioner and remitted to the City shall be deposited by the City Finance Director in the City treasury and shall be credited to the fund established to pay the costs of collecting the Local Sales and Use Tax imposed by this sectionand to finance the capital and administrative costs directly related to completing the Designated Projects. (2)The Local Sales and Use Tax imposed by this section shall terminate at the earlier of (1) 30 years after the tax is first imposed, or (2) when the City Council determines that the amount received from the tax is sufficient to pay for the Designated Projects, plus an amount sufficient to pay interest on and the costs of issuing any bonds issued pursuant to the Act. Any funds remaining after payment of all such costs and retirement or redemption of the bonds due to the timing of the termination of the tax under Minnesota Statutes, section 297A.99, subdivision 12, shall be placed in the general fund of the City. The Local Sales and Use Tax imposed by this section may terminate at an earlier time if the City Council so determines by ordinance. 667 (g) Agreement with the Commissioner. The City may enter into an agreement with the Commissioner regarding each party’s respective roles and responsibilities related to the imposition, administration, collection, enforcement, and termination of the Local Sales and Use Tax imposed by this section. Any such agreement shall not abrogate, alter, or otherwise conflict with the State Sales and Use Tax Laws and Rules, this ordinance, or the Act. (h) Summary publication. The following summary is approved by the City Council and shall be published in lieu of publishing the entire ordinance pursuant to Minnesota Statutes section 412.191: Pursuant to a voter-approved referendum, the City is authorized to and will impose a local sales and use tax of one and one-quarter percent (1.25%) on retail sales made on or after April 1, 2024 to pay for the cost of collecting and administering the taxes and to pay for certain costsrelated to the funding of the planning, design, construction and any other capital and administrative costs of the following projects and plus an amount sufficient to pay interest on and the costs of issuing any bonds issued pursuant to Minnesota Laws 2023, Chapter 64, Article 10, Section 37: (1)$45,000,000 plus associated bonding costs for construction of a new public works facility; (2)$15,000,000 plus associated bonding costs for the purchase of land for a new public works facility; and (3)$45,000,000 plus associated bonding costs for construction of a new public safety facility. (i) Effective Date. This Ordinance amends the City Code by enacting a new Article I, Section 16-3 to Chapter 16. This Ordinance shall be in full force and effect from and after its passageand publication (or publication of a summary thereof in accordance with applicable law). Passed by the City Council of the City of Golden Valley, Minnesota, this 19 th day of December, 2023. _____________________________ Shepard M. Harris, Mayor ATTEST: _____________________________ Theresa Schyma, City Clerk 668 RESOLUTION NO. 23-113 RESOLUTION AUTHORIZING SUMMARY PUBLICATION OF ORDINANCE NO. 774 WHEREAS, the City has adopted the above referenced amendment of the Golden Valley City Code; and WHEREAS, the verbatim text of the amendment is cumbersome, and the expense of the publication of the complete text is not justified. NOW THEREFORE, BE IT RESOLVED,BY THE CITY COUNCIL OF THE CITY OF GOLDEN VALLEY, MINNESOTA that the following summary is hereby approved for official publication: SUMMARY PUBLICATION ORDINANCE NO. 774 ORDINANCE OF THE CITY OF GOLDEN VALLEY, MINNESOTA, ENACTING CHAPTER 16, ARTICLE I, SECTION 16-3 OF THE CITY CODE: LOCAL SALES AND USE TAX This is a summary of the provisions of Ordinance No. 774 which has been approved for publication by the City Council. At the December 19, 2023 City Council meeting, the Golden Valley City Council enacted Ordinance No. 774 enacting Chapter 16, Article I, Section 16-3 of the City Code, imposing a local sales and use tax. The full ordinance is available to the public at the City Clerk’s Office, 7800 Golden Valley Road during normal business hours and online at www.goldenvalleymn.gov/code/. Passed by the City Council of the City of Golden Valley, Minnesota on December 19, 2023. ____________________________ Shepard M. Harris, Mayor Attested: ____________________ Theresa Schyma, City Clerk 669 Event Event Time Location DECEMBER Monday, December 25 City Offices Closed for Christmas Tuesday, December 26 City Offices Closed for Christmas (observed) JANUARY Monday, January 1 City Offices Closed for Observance of New Years Day Tuesday, January 2 City Council Open House for Incoming Elected Officials 5:30 PM Council Conference Room City Council Meeting 6:30 PM Hybrid - Council Chambers Tuesday, January 9 Council Work Session 6:30 PM Hybrid - Council Conference Room Sunday, January 14 Winter Market in the Valley (Indoors)10:00 AM – 1:00 PM Brookview Bassett Creek Room Sweet Potato Comfort Pie: Annual Rev. Dr. Martin Luther King, Jr. Service Holiday 1:00 PM - In-Person Pre-Program 2:00 PM - 4:30 PM - Hybrid Event Hybrid Event - Breck School, 123 Ottawa Ave N Monday, January 15 City Offices Closed for Observance of Rev. Dr. Martin Luther King, Jr. Day 2024 Rev. Dr. Martin Luther King, Jr. Holiday Breakfast 7:00 AM - Doors Open 8:00 - 9:30 AM - Program Hybrid Event - Minneapolis Convention Center Ballroom, 1301 Second Avenue South,Minneapolis Tuesday, January 16 City Council Meeting 6:30 PM Hybrid - Council Chambers Tuesday, January 30 Annual City Council Goal Setting Session 5:30 PM - Dinner 6:00 PM - Session begins Brookview - Valley Room Thursday, January 25 Golden Valley Business Council Meeting 8:30 AM - 9:30 AM Hybrid Brookview - Valley Room FEBRUARY Tuesday, February 6 City Council Meeting 6:30 PM Hybrid - Council Chambers Sunday, February 11 Winter Market in the Valley (Indoors)10:00 AM – 1:00 PM Brookview Bassett Creek Room Tuesday, February 13 Council Work Session 6:30 PM Hybrid - Council Conference Room 670