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03-06-24 City Council Agenda March 6, 2024 — 6:30 PM Council Chambers Hybrid Meeting 1.Call to Order 1A.Pledge of Allegiance and Land Acknowledgement 1B.Roll Call 1C.Proclamation Honoring Women's History Month 1D.New Employee Introductions 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 Check Registers 3B.Licenses: 3B.1.Approve New/Used Motor Vehicle Dealer Licenses for Audi Minneapolis, Porsche Minneapolis, and Twin Cities Performance (Lithia Motors, Inc.) 3C.Bids, Quotes, and Contracts: 3C.1.Approve Interim City Manager Agreement 3D.Adopt Resolution No. 24-020 Approving Public Purpose Spending Authorization 3E.Adopt Resolution No. 24-021 Approving Amendment to Compensation and Classification Tables 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 2633 154 4255 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 2633 154 4255 and webinar password 1234. Press *3 to raise your hand during public comment sections. City of Golden Valley City Council Regular Meeting March 6, 2024 — 6:30 PM 1 4.Public Hearing 4A.Public Hearing on Proposed Improvements for the Zane Avenue and Lindsay Street Reconstruction Project, Project #24-02, Resolution No. 24-022 4B.Adopt Resolution No. 24-023 Confirming Assessment for Levy 25043 to Approve the Special Assessments for the 2024 Pavement Management Project 5.Old Business 6.New Business 6A.2024 Pavement Management Program Project Awards - 1) Award Construction Contract to Northwest Asphalt, Incorporated and 2) Award Contract for Construction Engineering Services to Short Elliott Hendrickson, Incorporated 6B.Review of Council Calendar 6C.Mayor and Council Communications 1. Other Committee/Meeting updates 7.Adjournment City of Golden Valley City Council Regular Meeting March 6, 2024 — 6:30 PM 2 EXECUTIVE SUMMARY Human Resources 763-512-2345 / 763-512-2344 (fax) Golden Valley City Council Meeting March 6, 2024 Agenda Item 1C. Proclamation Honoring Women's History Month Prepared By Seth Kaempfer, Equity and Inclusion Manager Summary March is celebrated as Women's History Month. This month is about celebrating the enduring, undeniable contributions that women have made and continue to make in law, literature, science, education, religion, technology, food, business, entertainment, and many more endeavors. Women's History Month is also an opportunity to bring into view the groundbreaking impact and gains that comes with securing the right to vote, shifting the feminist movement to be intersectional, resoluteness for abolition and emancipation, diversification of labor and sport, continual consciousness of bodily autonomy and consent, and much more. This proclamation calls upon the community in Golden Valley to collectively consider how structural and systemic barriers of sexism, misogyny, misogynoir, transphobia, and the like have and continue to deny a wealth of liberties to women, especially at the intersect of race, class, and gender identity. In addition, this proclamation implores the Golden Valley to recognize and confront gender- and sex- based inequities to lead to a more liberated and rich future. Women's history is foundational in the history of the United States, Minnesota, and Golden Valley. Legal Considerations This item did not require legal review. Equity Considerations This proclamation aligns with the City's commitment to diversity, equity, and inclusion and the City's welcome statement. The City supports and honors individuals of all backgrounds and believes it is critical to acknowledge celebrations such as Women's History Month to both educate community and staff as well as create space for belonging of this richly diverse community. Recommended Action Motion to support a proclamation honoring the month of March as Women's History Month. Supporting Documents Proclamation for Women's History Month 3 CITY OF GOLDEN VALLEY PROCLAMATION HONORING WOMEN’S HISTORY MONTH MARCH 1 – 31, 2024 WHEREAS, in 1978, the Education Task Force of the Sonoma County Commission on the Status of Women planned and implemented Women’s History Week to coincide with International Women’s Day; and WHEREAS, the focus on women’s history grew as more local and national organizations advanced it to a national status becoming Women’s History Month in 1987; and WHEREAS, Women's History Month celebrates the enduring, undeniable contributions that women have made and continue to make in law, literature, science, education, religion, technology, food, business, entertainment, and many more endeavors; and WHEREAS, Women’s History Month is an opportunity to bring into view the groundbreaking impact and gains that comes with securing the right to vote, shifting the feminist movement to be intersectional, resoluteness for abolition and emancipation, diversification of labor and sport, continual consciousness of bodily autonomy and consent, and much more; and WHEREAS, Women’s History is a time to consider how structural and systemic barriers of sexism, misogyny, misogynoir, transphobia, and the like have and continue to deny a wealth of liberties; and WHEREAS, by recognizing, upholding, and anchoring women and womanhood in all facets of life it leads to a more diverse economy, increased health for all, and an abandonment of harmful norms and biases; and WHEREAS, the City of Golden Valley’s DEI Commission is hosting a Building an Equitable Golden Valley Forum on March 14th focused on acknowledging the impact of women and honor today’s inspiring women of Golden Valley. NOW, THEREFORE, BE IT RESOLVED,that the City Council of the City of Golden Valley does hereby proclaim the month of March as “Women’s History Month” and call upon the people of the Golden Valley to recognize the contributions made women and to actively promote the principles of equality, equity, liberty, and justice. I, Mayor Roslyn Harmon, proudly certify this proclamation with my signature and the seal of the City of Golden Valley on March 6 th, 2024. _____________________________ Roslyn Harmon, Mayor 4 EXECUTIVE SUMMARY City Administration 763-512-2345 / 763-512-2344 (fax) Golden Valley City Council Meeting March 6, 2024 Agenda Item 1D. New Employee Introductions Prepared By Theresa Schyma, City Clerk Summary Community Development Director Flores will introduce new Housing and Economic Development Manager Christine Costello. Legal Considerations Legal review is not required on this item. Equity Considerations Equity review is not required on this item. Recommended Action No action is required on this item. 5 EXECUTIVE SUMMARY Administrative Services 763-512-2345 / 763-512-2344 (fax) Golden Valley City Council Meeting March 6, 2024 Agenda Item 3A. Approval of City Check Registers Prepared By Jennifer Hoffman, Accounting Manager 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=1037405&dbid=0&repo=GoldenValley The check register(s) for approval: 02-21-2024 Check Register 02-28-2024 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. 6 EXECUTIVE SUMMARY City Administration 763-512-2345 / 763-512-2344 (fax) Golden Valley City Council Meeting March 6, 2024 Agenda Item 3B.1. Approve New/Used Motor Vehicle Dealer Licenses for Audi Minneapolis, Porsche Minneapolis, and Twin Cities Performance (Lithia Motors, Inc.) Prepared By Theresa Schyma, City Clerk Summary As per City Code, some businesses are required to be licensed by the City. Audi Minneapolis, Porsche Minneapolis, and Twin Cities Performance have been sold to a new owner, Lithia Motors, Inc. The new owner has applied for three new/used motor vehicle dealership licenses from the City. The dealerships have received zoning approval and the City Clerk has reviewed the applications, found the documents are in order, and sees no reason to deny the licenses. The new licenses will be effective through August 31, 2024. Audi Minneapolis, 9393 Wayzata Boulevard Porsche Minneapolis, 9595 Wayzata Boulevard Twin Cities Performance, 9191 Wayzata Boulevard 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 new/used motor vehicle dealer licenses to Lithia Motors, Inc. for the following businesses: Audi Minneapolis, 9393 Wayzata Boulevard Porsche Minneapolis, 9595 Wayzata Boulevard Twin Cities Performance, 9191 Wayzata Boulevard 7 EXECUTIVE SUMMARY Human Resources 763-512-2345 / 763-512-2344 (fax) Golden Valley City Council Work Session March 6, 2024 Agenda Item 3C.1. Approve Interim City Manager Agreement Prepared By Kirsten Santelices, Deputy City Manager/Human Resources Director Summary On March 1, 2024, City Manager Tim Cruikshank retired from the City of Golden Valley, leaving a the City Manager position vacant. As the City Council and City staff work to fill the full-time/regular City Manager position, the City Council selected an Interim City Manager. The Interim City Manager will perform the duties of City Manager of a Statutory Plan B City as outlined in Minnesota law, including but not limited to under Minn. Stat. 412.651, and other duties assigned by the City Council. Financial or Budget Considerations Salary and benefits for this position are absorbed by the 2024 City Manager's department budget. Legal Considerations This item was approved by the City Attorney. Equity Considerations This item completed Equity Review and is consistent with the City's diversity, equity, and inclusion initiatives. Recommended Action Motion to approve an Interim City Manager Agreement. Supporting Documents Interim City Manager Agreement 8 1 INTERIM CITY MANAGER AGREEMENT THIS INTERIM CITY MANAGER AGREEMENT (this “Agreement”) is made this March 6, 2024 (“Effective Date”) by and between Noah Schuchman (“Interim City Manager”), and the City of Golden Valley, Minnesota, a Minnesota municipal corporation (the “City”): RECITALS A. On March 2, 2024 the City of Golden Valley City Manager position became vacant. B. Pursuant to Minn Stat. § 412.641, Subd. 1C, t he City desires to hire an interim City Manager to fulfill the duties of the City Manager on an interim basis while the City conducts a search for a permanent, full-time City Manager. C. The City wishes to hire Noah Schuchman to serve as the Interim City Manager and Noah has the requisite skills, training and experience, and wishes to serve as the Interim City Manager while the City engages in the hiring process to retain a qualified and acceptable full-time, permanent City Manager. NOW, THEREFORE, in consideration of the terms and conditions expressed in this Agreement, the City and Interim City Manager agree as follows : AGREEMENT Section 1. Duties and Responsibilities Interim City Manager agrees to perform the duties of City Manager of a statutory Plan B City as outlined in Minnesota law, including but not limited to Minn Stat. § 412.651, the Golden Valley City Code, and other duties as assigned by the Golden Valley City Council. Interim City Manager understands and acknowledges that the City Council is the policy -making body of the City and agrees to respond promptly and equally to all members of the City Council regarding their concerns. Section 2. Term of Employment The term of this Agreement shall begin on March 7, 2024, and shall continue until September 6, 2024, or until a full-time , permanent City Manager is hired, whichever comes first. Notwithstanding, either party may terminate this Agreement according to the provisions for termination specified in Section 7 herein. This Agreement may be extended by mutual written agreement of the parties . Interim City Manager acknowledges that this Agreement does not constitute a contract of employment or impose on the City any obligation to retain Interim City Manager as an employee and that this Agreement does not prevent Interim City Manager from terminating their employment at any time. 9 2 Nothing in this Agreement shall be construed to deem Interim City Manager as anything other than an at-will employee, nor shall anything in this Agreement be deemed to grant tenure rights to Interim City Manager or limit either party’s ability to terminate this Agreement as otherwise provided herein. Section 3. Compensation For the duration of this Agreement, the City shall pay Interim City Manager at Grade 23, Step 7 of the City’s approved Compens ation and Classification Table as outlined below. Payments shall be made bi- weekly, on the same pay dates as regular full-time employees of the City for services rendered pursuant to this Agreement. The Interim City Manager’s position is exempt from the overtime provisions of the Fair Labor Standards Act (FLSA) and is not eligible for overtime pay. 2024 Wage Schedule Grade 23, Step 7 - $201,094.40 (annual) Section 4. Benefits and Expenses a. Health Benefits. Interim City Manager shall be eligible for all health benefits available to full- time/regular employee s of the City as outlined in the City’s Health Benefit Summary, effective April 1, 2024. b. Paid Time -Off. Interim City Manager shall be credited 40 hours of paid time -off (PTO), and said hours shall be available for immediate use. Interim City Manager shall accrue PTO at a rate of 11.08 hours per pay period, and may use PTO in accordance with the provisions of the PTO policy of the City of Golden Valley Employee Handbook (the “Employee Handbook”). c. Professional Development. The City shall pay the following membership dues and costs on behalf of Interim City Manager: • International City/County Management Association (ICMA); • Minnesota City/County Management Association (MCMA); • Reasonable cost of Interim City Manager’s attendance at the annual conferences of the ICMA, MCMA, and League of Minnesota Cities ; • Additional expenses for conferences or professional development activities not in conflict with the City’s Public Purpose Expenditure Policy or other Employee Handbook policies. d. General Expenses. The City recognizes that Interim City Manager may incur other general business expenses which are eligible for reimbursement under existing City Policy in the course of carrying out their duties . Interim City Manager will follow all reimbursement policies and procedures outlined in the City’s Public Purpose Expenditure Policy and other applicable financial policies, and will seek approval from the City Council for any expenses requiring City Council approval under existing policy. 10 3 e. Other Benefits. Interim City Manager shall be eligible for all benefits outlined in the Employee Handbook and available to other full-time/regular employees of the City, including but not limited to paid holidays, tuition reimbursement, etc. Section 6. Hours of Work Interim City Manager shall devote their full attention to the role of the Interim City Manager. Interim City Manager may set the ir hours of work and shall work the hours necessary to fully discharge the ir duties under this Agreement. Interim City Manager is eligible for a flexible work arrang e ment, including telework, subject to the terms and conditions of section 7 of the Employee Handboo k. Notwithstanding, whenever possible, Interim City Manager shall attend all regular City Council meetings and Council/Manager Work Sessions in person (typically, the first three Tuesdays of each month). In addition, Interim City Manager shall make reasonable efforts to work in-person at the Golden Valley City Hall whenever necessary to meet the needs of City staff the City Council and the community. Interim City Manager shall provide reasonable written notice to the full City Council in anticipation of an absence of three days or more and shall notify the Deputy City Manager/Human Resources Director in advance of any PTO or other leave taken . During the term of this Agreement, Interim City Manager will engage in no outside employment that interferes with or is in conflict with the duties of City Manager or the interests of the City. Prior to engaging in any outside employment or business activity, Interim City Manager shall seek City Council approval pursuant to section 6 of the Employee Handbook. Section 7. Termination a. Termination Without Cause. This Agreement may be terminated either by the City or Interim City Manager at any time with or without cause. If either party wishes to terminate this Agreement without cause, they shall provide the other party four -weeks written notice. b. Termination for Cause . The City may, in its sole discretion, terminate this Agreement for cause immediately and without notice upon occurrence of any one of the following events: i. Interim City Manager fails or refuses to comply with the City’s policies, standards of conduct or regulations or fails or refuses to comply with reasonable direction from the City Council; ii. After an independent investigation, the Interim City Manager is found to have committed an act of fraud, dishonesty, misappropriation of funds, intentional deception of the City Council, embezzlement, or other crimes, or misconduct reflecting poorly on the City in the rendering of services to or on behalf of the City; iii. The City Council hires a new full-time/regular City Manager. c. Termination Pay. Interim City Manager shall be eligible for Termination/Severance pay pursuant to the terms and conditions of section 16 the Employee Handbook. Notwithstanding anything to the contrary in this Agreement or the Employee Handbook, if Interim City Manager terminates 11 4 this Agreement prior to the earlier of September 6, 2024 or the first date of employment of a full-time, permanent City Manager and fails to give four -weeks' written notice of termination, or if the City terminates this Agreement under paragraphs 7(b)(i)—(ii) of this section 7, Interim City Manager shall not be eligible for termination/severance pay. Section 8. Other Terms and Conditions The City Council may fix any other terms and conditions of employment as it may deem appropriate from time to time, provided such terms and conditions do not conflict with this Agreement, the laws of the State of Minnesota, ordinances of the City, or any other applicable laws. Section 9. Review by Independent Counsel Each Party hereby acknowledges that it has had reasonable opportunity to consult with its own counsel regarding this Agreement, and that it fully understands all of the terms and provisions hereof and its rights and obligations hereunder. Section 10. Voluntary Agreement/Entire Agreement Interim City Manager acknowledges and understands the terms of this Agreement, that they have entered into this Agreement voluntarily, and that the complete terms of the parties’ agreement are set forth in this written document, except that the Interim City Manager is also subject to the Employee Handbook of the City of Golden Valley, as they currently exist or as amended from time to time . Where this Agreement and the Personnel Policies of the City of Golden Valley differ, this Agreement shall control. Interim City Manager further acknowledges that they have not relied on any other representations or promises by the City, its agents, employees or representatives except those contained in this Agreement. Any other agreement, whether written or oral, shall be of no force or effect. The parties by mutual written agreement may amend any provision of this Agreement during the life of the Agreement. Such amendments shall be in writing, signed by the parties, and incorporated and made part of this Agreement. Section 11. Severability If any provision, or any portion thereof, contained in this Agreement is held to be unconstitutional, invalid, or unenforceable, the remainder of this A greement or portion thereof shall be deemed severable, shall not be affected, and shall remain in full force and effect. Section 12. 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. 12 5 Section 13. 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. Section 14. 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. Section 15. 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. IN WITNESS WHEREOF, the City and Interim City Manager have caused this Interim City Manager Agreement to be executed by their duly authorized representatives as of the Effective Date. INTERIM CITY MANAGER CITY OF GOLDEN VALLEY ______________________________________ Noah Schuchman ______________________________________ Roslyn Harmon, Mayor 13 EXECUTIVE SUMMARY City Administration 763-512-2345 / 763-512-2344 (fax) Golden Valley City Council Meeting March 6, 2024 Agenda Item 3D. Adopt Resolution No. 24-020 Approving Public Purpose Spending Authorization Prepared By Kirsten Santelices, Deputy City Manager/Human Resources Director Summary The City of Golden Valley is committed to ensuring employees, elected officials, and volunteers have the tools and resources needed to deliver strong, equitable, transparent services to the community. In addition, the City Council believes in approving reasonable spending authorizations under its existing Public Purpose Spending Authorization policy to meet City and community goals. The proposed resolution outlines the reasonable expenses by which the City Council authorizes City staff to execute City initiatives under these policies. Financial or Budget Considerations All eligible items are approved annually by the City Council during its annual budget process. Legal Considerations This resolution and the policies referenced in the resolution were drafted with input from the City Attorney. Equity Considerations The City strives to create and execute policies and practices that support diversity, equity, and inclusion, including appropriately funding initiatives that directly impact the City's diverse workforce and community. The resolution adopting the public purpose spending authorization along with the City's Public Purpose Expenditure Policy authorizes City staff to spend reasonable amounts on efforts to be inclusive, responsive, and transparent both internally and externally. Recommended Action Motion to adopt Resolution No. 24-020 approving public purchase spending authorization. Supporting Documents Resolution No. 24-020 - Public Purpose Spending Authorization 14 RESOLUTION NO. 24-020 RESOLUTION ADOPTING PUBLIC PURPOSE SPENDING AUTHORIZATION WHEREAS, the City of Golden Valley is committed to ensuring that expenditures adhere to the Public Purpose Doctrine under Minnesota State Constitution, Article X, Section 1, which allows cities to spend funds to further a public purpose as authorized by the City Council through the adoption of the City of Golden Valley’s annual budget; and WHEREAS, the City prepares an annual budget to plan for expenditures allowed under the Employee Handbook and the Public Purpose Expenditure Policy and the budget is approved annually by the City Council; and WHEREAS, the Employee Handbook allows department heads to approve the purchase of clothing and apparel for non-uniformed employees to clearly identify them as employees of the City all for the purpose of carrying out the City’s business; and WHEREAS, the Public Purpose Expenditure Policy adopted by Resolution No. 23-033 on May 16, 2023 authorizes the City Council to approve allowable amounts for certain expenditures, including refreshments, meals, and clothing items, pursuant to the aforementioned policies. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Golden Valley that the City Council adopts the following allowable expenses: o Maximum allowable expense for refreshments, may not exceed the per person incidental expenses rate, as prescribed by the U.S. General Services Administration (GSA) Meals and Incidentals Rates and Breakdown Table. o Maximum allowable expenses for meals may not exceed the per person per diem rate, as prescribed by the U.S. General Services Administration (GSA) Meals and Incidentals Rates and Breakdown Table. o Clothing and apparel required for employees to perform their duties, and that are not PPE or uniforms, shall not exceed $100 per person per year. Adopted by the City Council of Golden Valley, Minnesota this 6th day of March, 2024. _____________________________ Roslyn Harmon, Mayor ATTEST: _____________________________ Theresa J. Schyma, City Clerk 15 EXECUTIVE SUMMARY Human Resources 763-512-2345 / 763-512-2344 (fax) Golden Valley City Council Meeting March 6, 2024 Agenda Item 3E. Adopt Resolution No. 24-021 Approving Amendment to 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. Between January and March 2024 the City updated several positions to ensure appropriate departmental delineation of roles and responsibilities, thereby increasing operational effectiveness. The position changes include: Accounting Manager (formerly Accounting Supervisor); Grade 14 to Grade 15 Accountant; Grade 11 to Grade 12 Payroll and Benefits Specialist (formerly Payroll Accountant); Grade 11 to Grade 10 The City also updated a few job titles to more accurately reflect the job duties and align with the external market. Assistant Community Development Director (former Planning Manager) Permit Technician (former Inspections Administrative Specialist) Curling and Lawn Bowling Assistants (clerical error, missing from Comp and Class table) Financial or Budget Considerations All compensation grid adjustments are absorbed within the approved 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. 16 Recommended Action Motion to adopt Resolution No. 24-021 approving amendment to compensation and classification tables. Supporting Documents Resolution No. 24-021 - Compensation Study and Classification Grid Amendment 17 RESOLUTION NO. 24-021 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 by Resolution 23-108 on December 19, 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. 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 18 2 $21.62 $22.68 $23.80 $24.96 $26.18 $27.47 $28.80 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 19 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 Management Analyst/Executive Assistant Permit Technician 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 Payroll and Benefits Specialist Planner Police Support Services Supervisor Water and Natural Resources Specialist 20 11 Building Inspector Crime Analyst Supervisor Deputy Registrar Supervisor Fire Inspector II Greens & Turf Specialist Human Resources Generalist Information Technology Specialist Patrol Officer Police Department Recruiter (Temporary) Recreation & Facilities Supervisor Recreation Supervisor 12 Accountant Deputy Fire Marshal Golf Maintenance Supervisor Restaurant & Catering Manager 13 City Clerk Equity and Inclusion Manager 14 Assistant City Engineer Environmental Resources Supervisor Golf Operations Manager Park Superintendent Street And Vehicle Maintenance Superintendent Utilities Superintendent 15 Accounting Manager Assistant Fire Chief Building Official Sergeant 16 Housing and Economic Development Manager Information Technology Manager 17 Assistant Community Development Director 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 4. The City hereby adopts the following 2024 Seasonal, Variable Hour, Temporary and Intern Positions Compensation Grid, effective March 1, 2024: 21 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 Curling Assistant Golf Maintenance Technician Lawn Bowling Assistant 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 22 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 6th day of March, 2024. ______________________ Roslyn Harmon, Mayor ATTEST: _______________________ Theresa Schyma, City Clerk 23 EXECUTIVE SUMMARY Community Development 763-512-2345 / 763-512-2344 (fax) Golden Valley City Council Meeting March 6, 2024 Agenda Item 4A. Public Hearing on Proposed Improvements for the Zane Avenue and Lindsay Street Reconstruction Project, Project #24-02, Resolution No. 24-022 Prepared By RJ Kakach, PE, Assistant City Engineer Summary At the October 5, 2021 City Council meeting, the City Council directed staff to prepare a feasibility report for the Zane Avenue and Lindsay Street reconstruction project. The proposed project includes reconstruction of 0.80 miles of Municipal State Aid Streets (MSAS) and local streets. The streets included in the project are shown on the attached project location map. 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 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 project also includes installation of a new sidewalk along Zane Avenue consistent with the City's 2040 Comprehensive Plan. The Union Pacific Railroad crossing on Zane Avenue, along with the railroad signal system, will also be replaced with the project. Union Pacific Railroad is drafting an agreement for review for this work which is anticipated to be received in Q2 of 2024 and can be incorporated into the project. Because the crossing replacement process has taken longer than expected, the project is anticipated to take place over two construction seasons. The City's contractor will coordinate with the Union Pacific Railroad team on replacement of the crossing and work within the railroad's right of way. The estimated total project costs for Zane and Lindsay are $10,050,000. 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 $11,300 per residential unit in the project area and $160/LF for commercial and industrial properties in the project area. This 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. 24 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 Special Assessment Policy. Optional assessments to properties for private residential driveway reconstruction or sanitary sewer services rehabilitation are not included. Following Council authorization of the Zane Avenue and Lindsay Street Project, the anticipated project schedule is as follows: April 4, 2024 - Open Bids for Zane/Lindsay May 7, 2024 - Award Contract Zane/Lindsay May 7, 2024 - Public Hearing for Special Assessments June 2024 - Begin Construction Zane/Lindsay August 2025 - Project Completion Zane/Lindsay Financial or Budget Considerations The proposed project funding sources are as follows: Sewer and Water Reserve Fund $ 2,100,000 Storm Sewer Improvement Fund $ 850,000 Street Improvement Fund $ 6,500,000 Zane Avenue Sidewalk Fund 300,000 Railroad Crossing Improvement Fund $300,000 Total Project Funding $10,050,000 These financing sources are consistent with the City’s 2024 Capital Improvement Plan. $750,000 is included from the American Rescue Plan Act (ARPA) funding which will offset costs from the Sewer and Water Reserve fund. State Aid funding will be used to compensate the Street Improvement fund for street costs on Zane Avenue. 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 These items have been submitted to the City Attorney for review and will not be published until they have received City Attorney approval. Equity Considerations The Zane Avenue and Lindsay Street project satisfies Pillar 3 of the Equity Plan Pillars by providing unbiased programs and services to all. Recommended Action Motion to adopt Resolution No. 24-022 accepting Feasibility Report, approving plans and specifications, ordering construction, and authorizing bidding of Certain Proposed Public Improvements for the Zane Avenue and Lindsay Street Reconstruction Project. This item requires a four-fifths vote for approval. Supporting Documents 25 Zane and Lindsay Project Location Map Zane and Lindsay Feasibility Report Zane and Lindsay Project Manual Zane and Lindsay Improvements Plans Resolution No. 24-022 - Zane Lindsay Feasibility Construction Plans 26 !!!!!!!!!!!!Lilac Dr NTopel Rd Phoenix StWelcomeAveNWelcomeCir Z a n e Av e NLindsay St Zane Ave NOak Grove CirLilac Dr NN Frontage Rd S Frontage Rd Olson Mem HwyLilac Dr NOls o n Memorial Hwy Valleywo odCirG o ld e n V a lleyR dHwy100Hwy 55 LilacLoopI 0 350 700175Feet Print Date: 12/28/2023Sources:-Hennepin County Surveyors Office for Property Lines (2023).-City of Golden Valley for all other layers. CIP Streets 2024, 0.53 miles State Aid 2024, 0.27 miles local Zane Ave / Lindsay StReconstruction P roject 27 Feasibility Report Zane Avenue and Lindsay Street Improvements City of Golden Valley, Minnesota City No. 23-02 SAP 128-408-002 GOLDV 163618 | February 21, 2024 28 Feasibility Report Zane Avenue and Lindsay Street Improvements City of Golden Valley, Minnesota City No. 23-02 SAP 128-408-002 SEH No. GOLDV 163618 February 21, 2024 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: February 21, 2024 License No.: 54949 Reviewed By: Scott D. Haupt, PE Date: February 21, 2024 Short Elliott Hendrickson Inc. 3535 Vadnais Center Drive St. Paul, MN 55110-3507 651.490.2000 29 i TABLE OF CONTENTS Page INTRODUCTION ............................................................................................................. 1 PROJECT LEGAL DESCRIPTION ................................................................................. 1 EXISTING CONDITIONS ................................................................................................ 1 Sanitary Sewer .......................................................................................................................... 1 Inflow and Infiltration .............................................................................................................................................1 Sewer Mains .........................................................................................................................................................2 Sanitary Sewer Services ......................................................................................................................................3 Water Main ................................................................................................................................ 3 Stormwater Drainage ................................................................................................................ 3 Streets ....................................................................................................................................... 4 Existing Street Widths ..........................................................................................................................................4 Pavement Sections ...............................................................................................................................................4 Subgrade Conditions ............................................................................................................................................5 Concrete Curb and Gutter ....................................................................................................................................5 Pedestrian Facilities .............................................................................................................................................5 Street Lighting ......................................................................................................................................................6 PROPOSED IMPROVEMENTS ...................................................................................... 6 Public Participation ...............................................................................................................................................6 Sanitary Sewer and Water Main ............................................................................................... 7 Sanitary Sewer Rehabilitation ..............................................................................................................................7 Sanitary Sewer Service Rehabilitation ..................................................................................................................7 Water Main Rehabilitation ....................................................................................................................................8 Stormwater Management .......................................................................................................... 8 Additional Water Quality Measures .................................................................................................................... 10 Streets ..................................................................................................................................... 11 Street Widths ...................................................................................................................................................... 11 Pavement Sections ............................................................................................................................................. 11 Subgrade Corrections ......................................................................................................................................... 11 Concrete Curb and Gutter .................................................................................................................................. 12 Parking ............................................................................................................................................................... 12 Pedestrian Facilities ........................................................................................................................................... 12 Street Lighting .................................................................................................................................................... 13 Tree and Landscape Impacts ............................................................................................................................. 13 Commercial Driveway Improvements ................................................................................................................. 13 Residential Driveway Reconstruction Program .................................................................................................. 13 UPRR Crossing ....................................................................................................................... 14 ESTIMATED COSTS AND PROJECT FINANCING ..................................................... 14 Estimated Project Costs .......................................................................................................... 14 Sewer and Water Costs ...................................................................................................................................... 14 Municipal State Aid (MSA) Eligible Storm Drainage Costs ................................................................................. 14 Storm Drainage Costs – Non MSA ..................................................................................................................... 15 Municipal State Aid (MSA) Eligible Street Costs ................................................................................................ 15 Street Reconstruction Costs – Non MSA ............................................................................................................ 15 Municipal State Aid (MSA) Sidewalk Construction Costs ................................................................................... 15 Union Pacific Railroad (UPRR) Reconstruction Costs ........................................................................................ 15 Total Project Costs ............................................................................................................................................. 15 Proposed Project Financing .................................................................................................... 16 Special Assessments ......................................................................................................................................... 16 Municipal State Aid ............................................................................................................................................. 17 30 ii American Rescue Plan Act ................................................................................................................................. 17 Sewer and Water Reserve Fund ........................................................................................................................ 17 Storm Sewer Improvement Fund ........................................................................................................................ 17 Street Improvement Funds ................................................................................................................................. 17 Bicycle and Pedestrian Improvement Funds ...................................................................................................... 17 Railroad Crossing Improvements Funds ............................................................................................................ 17 Financing Summary ............................................................................................................................................ 18 SUMMARY AND RECOMMENDATIONS ..................................................................... 18 LIST OF EXHIBITS Exhibit 1 Project Location Map Exhibit 2A – 2C 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 Truck Turning Movement Sample Summary of Property Owner Comments Preliminary Assessment Roll 31 1 INTRODUCTION At the October 5, 2021 Council Meeting, the Golden Valley City Council authorized preparation of a feasibility report for the rehabilitation of streets for the Zane Avenue North and Lindsay Street Improvements project. The proposed project includes reconstruction of approximately 0.80 miles of two streets located in an industrial and residential area in the center of the city. Zane Avenue North is a Municipal State Aid Street (MSAS) bound by Olson Memorial Highway Frontage Road North on the south and Golden Valley Road on the north. Lindsay Street is bound by Zane Avenue North on the west and Lilac Drive on the east. 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 NW ¼, and N ½ of the SW ¼, of Section 33, Township 118 North, Range 21 West of the 5th Principal Meridian; within the City of Golden Valley, Hennepin County, Minnesota, that are adjacent to the following streets:  Zane Avenue North: Olson Memorial Highway Frontage Road North to Golden Valley Road  Lindsay Street: Zane Avenue North to Lilac Drive 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 exceed 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. 32 2 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 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 one portion of trunk sewer main that were constructed in the mid 1950’s when sanitary sewer was first available in the City. The local lateral sanitary sewer mains are constructed with eight-inch and nine-inch diameter clay pipes, eight-inch cast iron pipe (CIP) and eight-inch ductile iron pipe (DIP). The trunk sanitary sewer main, which crosses the project area at Zane Avenue North, south of the Union Pacific Railroad (UPRR) at-grade crossing, is constructed with twelve-inch reinforced concrete pipe (RCP). See Exhibits 2A through 2C: Construction Layout for pipe sizes. 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 street reconstruction projects containing clay pipes. Based upon these CCTV results, the local lateral sanitary sewer mains throughout the entire project area will require structural lining as discussed in the “Proposed Improvements” section of this report. Additionally, there were three pipe sags identified along the sanitary sewer along Zane Avenue North that will need to be repaired. The westernmost run of sewer on Lindsay Street is proposed to be replaced entirely because it is at a depth above the street subcut and will be difficult to work around during subcutting. The existing sanitary sewer defects are illustrated on Exhibit 7. 33 3 Sanitary Sewer Services As part of its I/I Reduction Program, the City is offering property owners within the project area an opportunity to have a CCTV inspection performed on the sanitary sewer service to their home. Property owners 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 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 existing mains are 12-inch diameter cast iron pipe (CIP) on Zane Avenue North, and 8-inch CIP on Lindsay Street. 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. In addition, leaky, inoperable gate valves have been discovered throughout the project area. Stormwater Drainage The entire project area is part of the Bassett Creek Watershed, which is contained within the Sweeney Lake subwatershed. Existing catch basins at the intersection of Zane Avenue North and Olson Memorial Highway Frontage Road North collect stormwater from contributing drainage along the southern 200 feet of Zane Avenue and a portion of the frontage road. Stormwater flows west in concrete pipes to a ditch along the Soo Line Railroad track. Existing catch basins on the south side of the Union Pacific Railroad (UPRR) at-grade crossing of Zane Avenue North collect stormwater from contributing drainage along the majority of the Zane Avenue North between Olson Memorial Highway Frontage Road North and the UPRR crossing, with the exception of the abovementioned southernmost 200 feet of Zane Avenue North. Stormwater flows in concrete pipes underneath the railroad tracks and into a storm trunk line that runs parallel to the tracks and continues east beyond the project area. Existing catch basins at the intersection of Zane Avenue North and Lindsay Street collect stormwater from contributing drainage along all of Zane Avenue North to the north of the UPRR crossing, and the westernmost 500 feet of Lindsay Street. Stormwater flows in concrete pipes into a storm trunk line that runs south along the west side of Zane Avenue North and connects to the trunk line that runs along the UPRR track. Existing catch basins on Lindsay Street located approximately 500 feet east of Zane Avenue North collect stormwater from contributing drainage along all of Lindsay Street east of that point. Stormwater flows in concrete pipes into a storm trunk line that runs 34 4 west along the north side of Lindsay Street and connects to the trunk line that runs south along Zane Avenue North. The trunk storm sewer systems conveying discharge from the project site ultimately discharge into Sweeney Lake. Streets The streets within the proposed project area are mainly concrete streets that were originally constructed as development occurred. The original dates of construction throughout the project area generally occurred throughout the 1950’s and 1960’s. There are portions of the project area that have been changed to bituminous pavement since original construction. These bituminous areas include the following: the southernmost 200 feet of Zane Avenue North, 30 feet north and south of the UPRR crossing of Zane Avenue North, the northernmost 50 feet of Zane Avenue North, and the easternmost 250 feet of Lindsay Street. Existing Street Widths The existing width of both streets in the project area is 40 feet as shown in Exhibit 3: Existing Street Widths. Street width is typically measured from face of curb to face of curb. The entire project area has concrete curb and gutter, with integral curb along the concrete portions of the roadway. Pavement Sections Streets in the proposed project area have varying thicknesses of existing bituminous or concrete pavement over varying amount of gravel base. Soil boring locations are shown on Exhibit 5: Proposed Subcut Depths/Soil Boring Locations, and the chart below shows the existing and variable pavement and gravel depths at the boring locations. Soil Boring # Location Concrete Pavement Depth (inches) Bituminous Pavement Depth (inches) Apparent Gravel Depth (inches) 37 Lindsay Street - 7.5 0 38 Lindsay Street 6.5 - 12 39 Zane Avenue North 7.5 - 16.5 40 Zane Avenue North 6.5 - 17.5 41 Zane Avenue North 6.5 - 12 42 Zane Avenue North - 8 10 43 Zane Avenue North 6.5 - 0 44 Zane Avenue North 6.5 - 6 45 Zane Avenue North 8 - 16 46 Zane Avenue North 8 - 4.5 47 Zane Avenue North 8 - 16 48 Lindsay Street 7.5 - 0 49 Lindsay Street 7.5 - 6 As part of the preliminary design for the proposed project, which originally began in 2006, 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: Subcut Depths/Soil Boring Locations for locations of soil borings. 35 5 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 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 concrete pavement distresses include longitudinal and transverse joint spalling, durability cracking, panel cracking, panel breaking, faulted joints, faulted panels, and patching. Common bituminous pavement distresses include longitudinal and transverse cracking, alligator cracking, edge cracking, and patching. Patching is frequently used to cover severe distresses such as durability cracking, faulting, or alligator 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 loose to medium dense fill soils overlying glacial till soils typically classified as clayey sand. The fill varies in thickness from 7 feet to over 16 feet and consists predominantly of silty sand and clayey sand (till). Coarse alluvium (outwash sand) was encountered beneath the fill in a few areas, but till was encountered beneath the fill in most borings. Additionally, ground water was encountered immediately beneath the concrete pavement near the intersection of the Zane Avenue North and Lindsay Street. Ground water immediately beneath a pavement typically results in extreme pavement distress and ultimately pavement failure. Concrete Curb and Gutter The project area contains integral concrete curb that was poured with the concrete pavement, with the exception of a few isolated locations as mentioned previously in this report. Pedestrian Facilities Pedestrian facilities within the project limits include the following: existing concrete sidewalk along the north side of Olson Memorial Highway Frontage Road North, existing concrete sidewalk along the north side of Golden Valley Road, and the bituminous Luce Line Regional Trail which cuts across Zane Avenue North just south of the UPRR crossing. The Luce Line Trail is owned and maintained by Three Rivers Park District. Refer to Exhibit 6: Pedestrian Routes for locations of existing pedestrian facilities within the project area. 36 6 Street Lighting No City-owned street lighting facilities exist within the project area. Xcel Energy owns wooden poles with cobra-head light fixtures that are present at the following locations: the SE quadrant of the UPRR crossing of Zane Avenue North, the SE quadrant of the intersection of Zane Avenue North and Golden Valley Road, and the NW quadrant of the intersection of Lindsay Street and Lilac Drive. 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 Zane Avenue North and Lindsay Street Improvements Project, two project open houses were held. The first open house was held in May 2022 and the second was held in January 2024. The open houses provided business owners and residents with project information and a forum to express concerns and ask questions regarding the proposed project. Business owners and residents 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. All written comments received at or following the open house meetings, are summarized in Appendix A: Summary of Resident Comments. These written comments are an important tool for staff to identify issues that need to be addressed as part of the project design. City staff also contacted each business owner within the project area to schedule individual meetings to gather information on their delivery and access needs and to discuss the proposed improvements and impacts to each property. Based on those who responded, staff conducted 21 meetings (as of the date of this report) with business owners throughout the project design process. Communication with business owners will continue to be an ongoing process up to and throughout project construction. During construction there will be weekly meetings with business owners to provide project and schedule updates, and upcoming construction activities that may impact businesses. Additionally, there will be a full time city representative responsible for communicating project updates and respond to any questions or concerns from business owners during construction. The proposed improvements discussed in this portion of the feasibility report are shown on Exhibits 2A through 2C: Proposed Project Layouts. 37 7 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 the local lateral 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. Additionally, there were three pipe sags identified in the sanitary sewer along Zane Avenue North that will require pipe replacement. The westernmost run of sewer on Lindsay Street is also proposed to be replaced entirely because it is at a depth above the street subcut and will be difficult to work around during subcutting. The existing sanitary sewer defects are illustrated on Exhibit 7. The proposed sanitary sewer improvements are illustrated on Exhibits 2A through 2C: 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 sanitary sewer manhole castings and covers and the rehabilitation and reconstruction of necessary sanitary sewer manholes. These measures have been implemented in past projects of this scope, and are consistent with the City’s efforts to address all sources of I/I. Sanitary Sewer Service Rehabilitation As previously mentioned, property owners, including businesses, 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 spring 2024 for property owners involved with the project. Each property owner, including those who did not participate in the voluntary inspection program as previously mentioned, will be given the opportunity to have repairs performed on their sanitary sewer service. These 38 8 repairs will be performed in conjunction with this project, but will be completed under a separate contract from the public improvements. Property owners will be able to have their sewer services lined, or removed and replaced, as part of this program. Interested property owners 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 property owner 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 8-inch and 12-inch cast iron water main located in the project area be replaced as part of this project with polyvinyl chloride (PVC) plastic pipe of the same pipe diameters. A 24-inch steel casing pipe is proposed to be jacked under the UPRR crossing of Zane Avenue North to house the new 12-inch PVC water main pipe. Larger (3-inch and larger) existing commercial water services will also be replaced with PVC pipe to the right-of-way line. A new gate valve will be installed at the right-of-way line on the new services. Smaller (1-inch and 2-inch) 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 businesses and homes during water main replacement. The proposed water main replacement is shown on Exhibits 2A through 2C: Proposed Project Layouts. In addition to water main replacement, all hydrant and gate valves will be replaced throughout the project area. Additional gate valves and hydrants will be added where needed to meet current spacing requirements. Stormwater Management The entire Zane Avenue North and Lindsay Street Improvements project area is part of the Bassett Creek Watershed and is contained within the Sweeney Lake 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 project design. Quantities of existing street impervious area, post construction impervious area, and the overall decrease in impervious area for the project are summarized in the table on the next page. 39 9 The Zane Avenue North and Lindsay 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 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 that are owned by a city, designed or used for collecting or conveying storm water, not a combined sewer, and 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 have 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- 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, re-development, 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 4.51 4.20 0.31 4.20 8,395 6.7% * Water quality volume is calculated, per the MIDS performance goal, as 0.55 inches of runoff from the new and fully reconstructed impervious surfaces. 40 10 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 Zane Avenue North and Lindsay Street project, the water quality volume, as described above, cannot be treated within the right-of-way. Properties outside the right-of-way were reviewed to locate potential options for water quality volume treatment. The City of Golden Valley has reached out to these property owners in attempts to obtain additional right-of-way or easements, but none of the property owners were interested in participating. As mentioned previously, Zane Avenue North within the project area is a Municipal State Aid Street (MSAS) therefore, it must adhere so certain State Aid design requirements when reconstructed. One of these requirements is stormwater spread cannot exceed the allowable spread on the roadway. Spread is the amount stormwater pools up, or spreads, across the roadway before it makes its way into a catch basin. In order to meet the State Aid spread criteria, many catch basins are proposed to be added compared to the existing conditions, particularly north of the UPRR crossing. This is due to a narrower roadway, flat longitudinal grade, and stormwater from large offsite impervious drainage areas entering the roadway. Lindsay Street is not a State Aid street; therefore, the same spread requirements are not required to be met. However, additional storm sewer is proposed in the westernmost 350 feet to improve drainage at the Zane Avenue North intersection. A sump discharge drainage system is proposed within the project area for residential parcels, which connects into the storm sewer system. 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 property owners 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. 41 11 Streets The City of Golden Valley stresses the use of proper pavement rehabilitation measures for each street reconstruction project. 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 both streets are shown on Exhibits 2A through 2C: Proposed Project Layouts and on Exhibit 4: Proposed Street Widths. The streets for all of Zane Avenue North and the westernmost 520 feet of Lindsay Street are located in a commercial/industrial area. These roadways are proposed to be narrowed from 40 feet to 30 feet, measured face of curb to face of curb. The remaining portion of Lindsay Street is bounded by residential parcels. This portion of the street will be reduced in width from 40 feet to 26 feet, measured face of curb to face of curb, to match the City standard street width for residential streets and consistent with the City’s Pavement Management Policy. Pavement Sections Two bituminous pavement sections are proposed for this project: one section for the commercial/industrial area consisting of all of Zane Avenue North and the westernmost 520 feet of Lindsay Street, and one section for the remaining residential portion of Lindsay Street. The commercial/industrial area will have a thicker section of 7.5-inches of bituminous over 6-inches of class 5 aggregate base, which is the City standard street section for commercial areas, industrial areas, and other streets that carry high volumes of truck traffic. The residential area will have 4.5-inches of bituminous over 6-inches of class 5 aggregate base, which is the City standard street section for residential streets. Bituminous pavement is proposed instead of concrete as a cost savings measure as concrete pavement is significantly more expensive that bituminous pavement. Installation of bituminous pavement also reduces traffic interruptions as cure times on concrete pavement are typically 7 days whereas bituminous pavement can be driven on the day it was placed. Finally, City staff is better equipped to maintain bituminous pavement as the majority of pavement in the city is bituminous. Subgrade Corrections Based upon the subsurface conditions encountered within the project area, it is recommended that subgrade correction occur beneath both streets. 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 both streets in the project area includes subcutting and replacing the excavated soils with a minimum of three feet of 42 12 sand and the above-mentioned bituminous and gravel base street sections. Refer to Exhibit 5: Subcut Depths/Soil Boring Locations for an illustration of the proposed subcut areas and depths. Additionally, perforated PVC draintile is proposed to be placed at the bottom of the sand section, behind and running parallel to the curb and gutter, to help remove of groundwater from the sand section and reduce pavement problems associated with high groundwater, as previously discussed in this report. This perforated draintile is placed within 50 feet of catch basins, or where there are high ground water concerns, and drains into the catch basin and into the storm sewer system. Areas of high ground water concern are on Zane Avenue North, north of the UPRR crossing and the westernmost 500 feet of Lindsay Street. 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 curb and gutter). B618 concrete curb and gutter will be installed on both streets in the project area. Parking The Municipal State Aid (MSA) minimum design standards specify a minimum parking lane width of eight feet in commercial or industrial areas. Due to the proposed road width on Zane Avenue, parking lanes cannot be included and no parking is allowed per MSA design standards. “No Parking” signs are proposed on both sides of the street along the entire length of Zane Avenue to enforce this MSA requirement. “No Parking” signs are also included on both sides of the westernmost 500 feet of Lindsay Street to reduce conflicts with turning trucks and parked vehicles. These proposed parking regulations differ from the existing conditions which have “No Parking” signs at various locations along these routes and do not encompass the entire roadway length. Pedestrian Facilities In the City of Golden Valley’s 2040 Comprehensive Bicycle and Pedestrian Plan, Zane Avenue North (within the project area) is identified for recommended pedestrian improvements. An 8-foot wide concrete sidewalk along the entire east side of Zane Avenue North is proposed with this project. The proposed sidewalk includes pedestrian ramps with detectable warning plates at the following locations: the northeast and northwest quadrants of the Olson Memorial Highway Frontage Road North intersection, the southeast and northeast quadrants of the Lindsay Street intersection, the southeast and northeast quadrants of the Golden Valley Road intersection, and at every driveway crossing the sidewalk on Zane Avenue North. New pedestrian ramps with detectable warning plates are also proposed at the Luce Line Trail crossing of Zane Avenue North. 43 13 The proposed concrete sidewalk along Zane Avenue North also requires the UPRR crossing panels at the at grade crossing to be extended to include a pedestrian railroad crossing. This pedestrian crossing will include pedestrian ramps with detectable warning plates and appropriate signage for pedestrians. 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 street lights. 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 12 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. 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. Commercial Driveway Improvements With the reduction in street width, large trucks entering and exiting commercial properties will be more constrained in the proposed conditions. To alleviate the truck turning constraints, many of the commercial driveways are proposed to be widened and radii increased. Truck turning movements have been simulated using vehicle turning software to assist in designing the appropriate width and radius for each driveway. Proposed geometrics for the project area are illustrated in Exhibits 2A through 2C: Proposed Project Layouts. Example truck turning movements are illustrated in Exhibit 8: Truck Turning Movement Sample. Residential Driveway Reconstruction Program As with past residential street 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, residents 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. 44 14 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. UPRR Crossing With the proposed roadway and sidewalk improvements to Zane Avenue North, the UPRR at-grade crossing of Zane Avenue North will also need to be improved. The existing crossing panels are proposed to be removed and replaced with new concrete crossing panels. These crossing panels will be longer than the existing panels due to the addition of the concrete sidewalk along the east side of Zane Avenue North. The crossing signals and wiring are also proposed to be replaced; the new signals being relocated to account for the narrower road. All improvements described in this section will be completed by UPRR or their contractor. 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 Municipal State Aid (MSA) Eligible Storm Drainage Costs The estimated storm drainage costs include all storm sewer installation, water quality measures, and erosion control eligible for State Aid Funding. Estimated Construction Costs = $ 487,500 Estimated 25% Indirect Costs = $ 162,500 Estimated MSA Storm Drainage Total = $ 650,000 45 15 Storm Drainage Costs – Non MSA The estimated storm drainage costs include all storm sewer installation, water quality measures, and erosion control. Estimated Construction Costs = $ 150,000 Estimated 25% Indirect Costs = $ 50,000 Estimated Storm Drainage Total = $ 200,000 Municipal State Aid (MSA) Eligible Street Costs The estimated street reconstruction costs include all subgrade correction, pavement, curb and gutter, and turf restoration eligible for State Aid Funding. Estimated Construction Costs = $ 3,750,000 Estimated 25% Indirect Costs = $ 1,250,000 Estimated MSA Street Total = $ 5,000,000 Street Reconstruction Costs – Non MSA The estimated street reconstruction costs include all subgrade correction, pavement, curb and gutter, and turf restoration. Estimated Construction Costs = $ 1,125,000 Estimated 25% Indirect Costs = $ 375,000 Estimated Street Reconstruction Total = $ 1,500,000 Municipal State Aid (MSA) Sidewalk Construction Costs The estimated sidewalk construction costs include sidewalk on Zane Avenue North. Estimated Construction Costs = $ 225,000 Estimated 25% Indirect Costs = $ 75,000 Estimated Sidewalk Construction Total = $ 300,000 Union Pacific Railroad (UPRR) Reconstruction Costs The estimated UPRR construction costs include new crossing, signals, and signal equipment at the UPRR crossing of Zane Avenue North. UPRR facilities are constructed by UPRR and paid for by the City. Estimated Construction Costs = $ 225,000 Estimated 25% Indirect Costs = $ 75,000 Estimated UPRR Reconstruction Total = $ 300,000 Total Project Costs Estimated Sewer and Water Costs = $ 2,100,000 Estimated Storm Drainage Costs = $ 850,000 Estimated Street Reconstruction Costs = $ 6,500,000 Estimated Sidewalk Construction Costs = $ 300,000 Estimated UPRR Reconstruction Costs = $ 300,000 Estimated Total Project Cost = $ 10,050,000 46 16 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, the Sewer and Water Reserve Fund, the Storm Water Improvement Fund, Municipal State Aid, and American Rescue Plan Act funds. 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 Zane Avenue North and Lindsay Street Improvements 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 (duplex properties are assessed twice; one per 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. Non-residential parcels, including commercial and industrial properties, are typically assessed on a front-footage basis. 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 20% of that cost. The project costs associated with sanitary sewer, watermain, storm sewer, and sidewalk construction are financed from dedicated funds, and special assessments are not utilized for funding for utilities and sidewalk. Preliminary special assessment rates of $11,300 per single-family residential unit, and $160 per linear foot of frontage for other zonings represent approximately 20% of the estimated street construction costs. The final special assessment rate will be calculated following the opening of construction bids and will be based on actual costs. Based upon the current schedule for the Zane and Lindsay Improvements project, it is anticipated that the construction contract award and the Public Hearing for the Special Assessments will be held at the May 7, 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 $1,158,025.20. 47 17 Municipal State Aid Municipal State Aid will fund a portion of the eligible street, sidewalk and storm sewer costs on Zane Avenue North, which is a Municipal State Aid Street (MSAS). The estimated amount to be funded from this source is approximately $5,000,000. American Rescue Plan Act American Rescue Plan Act (ARPA) will fund a portion of the sanitary sewer and water main work discussed within this report. The estimated amount to be funded from this source is $750,000. 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, of which $750,000 are funded by the above-mentioned ARPA funding. The Sewer and Water Reserve Fund is financed from sanitary sewer and water utility fees. Storm Sewer Improvement Fund All storm drainage improvements not funded by MSA, 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 and MSA funds is $850,000. 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 or MSA funds 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 and MSA funds is $6,500,000. Bicycle and Pedestrian Improvement Funds All sidewalk construction costs not funded by MSA funds will be funded using the Zane Avenue and Linsay Street Bicycle and Pedestrian Improvement Funds. The estimated amount to be funded from this source and MSA funds is $300,000. Railroad Crossing Improvements Funds All UPRR construction costs will be funded using the Zane Avenue and Linsay Railroad Crossing Improvement Funds. The estimated amount to be funded from this source is $300,000. 48 18 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 = $ 850,000 *‡Street Improvement Funds = $ 6,500,000 †Bicycle and Pedestrian Improvement Funds = $ 300,000 Railroad Crossing Improvement Funds = $ 300,000 Estimated Total Project Cost = $ 10,050,000 *Street Reconstruction Bonds are sold, paid back with Special Assessments. †Fully funded by MSA funds ‡Partially funded by MSA funds ‖Partially funded by APRA Funds SUMMARY AND RECOMMENDATIONS This feasibility report for the proposed Zane Avenue North and Lindsay Street Improvements has been prepared in accordance with the Golden Valley City Council’s authorization on October 5, 2021. The proposed improvements are part of the City of Golden Valley’s Capital Improvement Program (CIP), a planning instrument that is used to identify needed capital projects. This report discusses the proposed improvements to streets illustrated on Exhibit 1: Project Location Map, which are proposed to be constructed during the 2024 and 2025 construction seasons. Two construction seasons are anticipated due to unanticipated delays with outside parties. It is proposed that Zane Avenue, north of Lindsay Street, and all of Lindsay Street be constructed in 2024. The remainder of Zane Avenue, south of Lindsay Street, and the UPRR facilities are proposed to be constructed in 2025. This construction phasing schedule may change once City staff has discussions with the selected contractor regarding schedule to provide the most efficient and effective project. Engineering staff has determined that the improvements outlined in this report are feasible from an engineering perspective. These improvements are consistent with similar street reconstruction projects in the City of Golden Valley 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. 23-02, Zane Avenue North and Lindsay Street Improvements, as discussed within this report. Staff further recommends that the City Council authorize advertising for bids to construct the project. 49 Exhibits Exhibit 1 - Project Location Map Exhibit 2A – 2C - 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 - Truck Turning Movement Sample 50 Save: 1/22/2024 12:36 PM sprall Plot: 2/19/2024 10:08 AM X:\FJ\G\GOLDV\163618\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: 163618 PROJECT LOCATION MAP ZANE AVENUE AND LINDSAY STREET IMPROVEMENTS GOLDEN VALLEY, MINNESOTA LEGEND PROJECT LOCATION 2/21/2024 51 9" VSP12" CIP12" CIP8" >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIIIIIIIITV18"SSEWS24"SECTRL5"5"5"5"EE8"8"4"4"4"4"4"4"20" 8"ECTRLECTRLTSXCXCXCXCT-BURT-BURT-BURT-BUR48" RCP24" RCP24" HDPE18" HDPE18" HDPE18" HDPE15" HDPE24" HDPE6" HDPE6" HDPE6" HDPE6" HDPE6" HDPE6" HDPE12" RCP12" RCP12" RCP9259259008151"LANDSCAPING w/ROCK MULCHCONC.CHAIN LINK FENCEBIT.BIT.BIT.GRAVELBIT.BOULDERBOULDERBIT.BIT.GRAVELBIT."PRAIRIE RESTORATION AREA"CONC.MODULAR BLOCKRETAINING WALLT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BUR48" RCP60" RCP72" RCP12" RCP12"P-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURGGGGGGGGGGGGGMODULAR BLOCKRETAINING WALL W/CHAIN LINK FENCESSP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHUPRRUPRRLUCE LINE TRAILLUCE LINE TRAIL70136" RCP>>>>>>>>>>FOFOFOFOFOFOFOFOFOFO>>>>>>FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOSTSTBIT.CONC.BIT.CONC.P-BURP-BURP-BURP-BURP-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-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURGRRRR IIIIIIIIIIIIIST>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>COCOCOCOCOSTCO9" VSP9" VSP16"12" CIP12" CIP>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIIIIIIIIIIITVWWS5" 6" 12" 12" 8" 8" 14" 48"LIFTCOS3X4" 3X4" 4X4" 4X2" 4X4" 14" 24" 18" 12" 12" 12" 12" 18" 10" 20" 10"ECTRL5" 8" 8" 24" 24" 24"XCIII12" HDPE6" HDPE6" HDPE6" HDPE6" HDPEII4" 10" HDPE7015900701BIT.BIT.BIT.PAVERSPAVERSCONC.LANDSCAPINGLANDSCAPING w/ROCK MULCHCONC.CONC."PRAIRIE RESTORATION AREA"MODULAR BLOCKRETAINING WALLPIV12" RCP12" RCP12" RCP12" RCPFMFMFMFMP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURGGGGGGGGGGGGP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHSTORM SIREN5900815BIT.CONC.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-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOT-BURT-BURT-BUR4"4" 8" 6" 10"IIIIIIIIIIIIII>>>>>COCOCO>COSave: 2/19/2024 9:48 AM sprall Plot: 2/19/2024 10:09 AM X:\FJ\G\GOLDV\163618\4-prelim-dsgn-rpts\Exhibits\CONSTRUCTION LAYOUT ZANE AND LINDSAY.dwg 0feetscale30603015PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196www.sehinc.comFILE NO.DATE:163618CONSTRUCTION LAYOUTZANE AVENUE AND LINDSAY STREETIMPROVEMENTSGOLDEN VALLEY, MINNESOTAEXISTING CURB & GUTTERPROPOSED CURB & GUTTERPEDESTRIAN IMPROVEMENTSCONSTRUCTION LIMITSEXISTING SANITARY SEWERPROPOSED SANITARY SEWER IMPROVEMENTSEXISTING WATER MAINPROPOSED WATER MAINEXISTING STORM SEWERPROPOSED STORM SEWERPROPOSED DRAINTILEPROPOSED SIDEWALKDENOTES PROPOSED STREET WIDTH (F-F)>II>>>SEE BELOW LEFT SEE ABOVE RIGHT 0feetscale306030152/21/2024SEE EXHIBIT 2B NO PARKING SIGN (TYP.)NO PARKING PERMITTED ON EITHER SIDE OF THESTREET FOR THE ENTIRE LENGTH OF ZANE AVE N.NO PARKING SIGN (TYP.)NO PARKING PERMITTED ON EITHER SIDE OF THESTREET FOR THE ENTIRE LENGTH OF ZANE AVE N.52 9" VSP9" VSP9" VSP8" CIP9" VSP12" CIP12" CIP12" CIP4" CIP6" CIP8"6"6" >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIIIIIIIIIIISWTTWSTSS20" 6" 8" 10" 10"T12" RCP12" RCPP-BUR125060055905111411092" BIT.BIT.V-CURBBIT.BIT.CONC.CONC.BOULDERSBIT.CONC.BIT.BOULDERSBIT.BIT.BIT.2"GGGGP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OH6005CONC.BIT.GGGGGGGGGGGGGFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOT-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-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-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURFOFOFOFOFOFOFOT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURCAPPED30"IIIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>COCOCO8" C IP12" CIP12" C IP4" 8" >>>>>> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIIIIIIIIII28"TVTELT20"TV18" 20" 12"STEL36"T24" 24"STCOCOP-BURP-BUR10" PVC10" PVC12" RCP51" RCP ARCH15" RCP21" RCP48" RCP12" RCP111411009259259001"6"BIT.BOULDERBOULDERBIT.BIT.CONC.BIT .BIT .BIT .BIT .V-CURBBIT .BIT .BIT .BIT.ROCK MULCHBIT.T-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BUR2"24" RCP48" RCP48" RCP51" RCP ARCH>>12" PCP>>>>>>>>>>6" CMPSTP-BURGGGGGGGGGGGGGGGGP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OH10001100FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOECTRLTVP-BURP-BURP-BURP-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-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURGGGGGT-BURT-BURT-BURT-BURFOFOFOFOFOFOFOFOFOT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURCAPPED30" RR IIIIIIIIIIIIIIIISTCO>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>CO>>>SCO2/21/2024Save: 2/19/2024 9:48 AM sprall Plot: 2/19/2024 10:09 AM X:\FJ\G\GOLDV\163618\4-prelim-dsgn-rpts\Exhibits\CONSTRUCTION LAYOUT ZANE AND LINDSAY.dwg 0feetscale30603015PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196www.sehinc.comFILE NO.DATE:CONSTRUCTION LAYOUTZANE AVENUE AND LINDSAY STREETIMPROVEMENTSGOLDEN VALLEY, MINNESOTAEXISTING CURB & GUTTERPROPOSED CURB & GUTTERPEDESTRIAN IMPROVEMENTSCONSTRUCTION LIMITSEXISTING SANITARY SEWERPROPOSED SANITARY SEWER IMPROVEMENTSEXISTING WATER MAINPROPOSED WATER MAINEXISTING STORM SEWERPROPOSED STORM SEWERPROPOSED DRAINTILEPROPOSED SIDEWALKDENOTES PROPOSED STREET WIDTH (F-F)>II>>>SEE BELOW LEFTSEE ABOVE RIGHT 0feetscale30603015163618SEE EXHIBIT 2A SEE EXHIBIT 2CNO PARKING SIGN (TYP.)NO PARKING PERMITTED ON EITHER SIDE OF THESTREET FOR THE ENTIRE LENGTH OF ZANE AVE N.NO PARKING SIGN (TYP.)NO PARKING PERMITTED ON EITHER SIDE OF THESTREET FOR THE ENTIRE LENGTH OF ZANE AVE N.53 8" CIP8" CIP8" CIP12" CIP8" CIP8" 8"8" CIP8" CIP>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>III IIIIIIIIIIIIISCO42"36"S36"STSTEPPTELTELPSTEL28"28"26"TVTELT20"STEL36"STP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BUR10" PVC51" RCP ARCH12" RCP51" RCP ARCH15" RCP21" RCP12" RCP12" RCP 12" RCP1"8" 110010005735564556255660564056206"BIT.BIT.BIT.BIT.BIT.CONC.CONC.BOULDERBIT.BIT.CONC.LITTLE FREE LIBRARYCONC.SHRUBS w/ROCK MULCHCONC.BIT.MOD BLOCK LANDSCAPE EDGINGw/ WOOD CHIPST-BUR T-BUR T-BUR T-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BUR1" 1"1"1" 1" 1"1"24" RCP48" RCP 51" RCP ARCH44" RCP A R C H>>>>>>>>>>12" RCP12" PCP>>12" PCP>>>>>>STG G GGGG GGGGGGGGGGGGGP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OH1000 1100 8" 8" FO FO FO FOFOFO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOECTRLTVT-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-BURT-BUR T-BURG FOFOFOFOFOT-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-BURT-BUR CAPPED30"I I IIIIIIIIIIIIIIIIIST COCOCO>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>COCO>>>S S8" CIP9" VSP9" VSP8" DIP 8" VCP8" VCP8" VCP8" CIP8" CIP8" CIP>>>>>>>>>>>>>>>>>>>>>>>> > > >>>>>>>>>>I IIIIIIIIIIIIICOCOETVTSSTE11"COS22"S16"SSE23"23"9"S20"20"42"36"SP-BURP-BURP-BURP-BURP-BURP-BURP-BUR8" DIP8" DIP21" RCP15" RCP21" RCP562556055540553055205510 1121935CONC.CONC.BIT.BIT.ROCK MULCHLANDSCAPINGBIT.MODULAR BLOCKRETAINING WALLBIT.CONC.BIT.BIT.LITTLE FREE LIBRARYCONC.SHRUBS w/ROCK MULCHCONC.CONC.CONC.CONC.1"1"1"1"1"1" 1 " 1 " 1" 1" 1" 1" 1" 1" 1"P-BURP-BURP-BURP-BURGGGGGGGGGGGGGGP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHBIT.CONC.T-BURT- B U R T- B U R SCAPPEDIIIIIIIIIIIII>>>>>>>>>>>>>>>>> > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > >>>>>>>>>>>>>>>>>>>>COCOCOCOCOCOCOCOSave: 2/19/2024 9:48 AM sprall Plot: 2/19/2024 10:09 AM X:\FJ\G\GOLDV\163618\4-prelim-dsgn-rpts\Exhibits\CONSTRUCTION LAYOUT ZANE AND LINDSAY.dwg 0feetscale30603015PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196www.sehinc.comFILE NO.DATE:CONSTRUCTION LAYOUTZANE AVENUE AND LINDSAY STREETIMPROVEMENTSGOLDEN VALLEY, MINNESOTASEE ABOVE RIGHT SEE BELOW LEFTEXISTING CURB & GUTTERPROPOSED CURB & GUTTERPEDESTRIAN IMPROVEMENTSCONSTRUCTION LIMITSEXISTING SANITARY SEWERPROPOSED SANITARY SEWER IMPROVEMENTSEXISTING WATER MAINPROPOSED WATER MAINEXISTING STORM SEWERPROPOSED STORM SEWERPROPOSED DRAINTILEPROPOSED SIDEWALKDENOTES PROPOSED STREET WIDTH (F-F)>II>>>0feetscale306030151636182/21/2024SEE EXHIBIT 2BSEE EXHIBIT 2BNO PARKING SIGN (TYP.)NO PARKING PERMITTED ON EITHER SIDEOF THE STREET FOR THE WESTERNMOST500 LF OF LINDSAY STREET.54 Save: 1/22/2024 12:32 PM sprall Plot: 2/19/2024 10:10 AM X:\FJ\G\GOLDV\163618\4-prelim-dsgn-rpts\Exhibits\EXISTING STREET WIDTH.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: 163618 EXISTING STREET WIDTHS ZANE AVENUE AND LINDSAY STREET IMPROVEMENTS GOLDEN VALLEY, MINNESOTA LEGEND 40' FACE OF CURB TO FACE OF CURB 2/21/2024 55 Save: 1/22/2024 12:32 PM sprall Plot: 2/19/2024 10:10 AM X:\FJ\G\GOLDV\163618\4-prelim-dsgn-rpts\Exhibits\PROPOSED STREET WIDTH.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: 163618 PROPOSED STREET WIDTHS ZANE AVENUE AND LINDSAY STREET IMPROVEMENTS GOLDEN VALLEY, MINNESOTA LEGEND 30' FACE OF CURB TO FACE OF CURB 2/21/2024 26' FACE OF CURB TO FACE OF CURB 56 Save: 1/22/2024 12:31 PM sprall Plot: 2/19/2024 10:11 AM X:\FJ\G\GOLDV\163618\4-prelim-dsgn-rpts\Exhibits\SUBCUT DEPTH.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: 163618 SUBCUT DEPTH & SOIL BORING LOCATIONS ZANE AND LINDSAY STREET IMPROVEMENTS GOLDEN VALLEY, MINNESOTA LEGEND 3' SUBCUT SOIL BORING LOCATION 2/21/2024 45 43 44 39 46 48 49 38 37 47 40 41 42 XX 57 Save: 2/19/2024 9:52 AM sprall Plot: 2/19/2024 10:11 AM X:\FJ\G\GOLDV\163618\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: 163618 PEDESTRIAN ROUTES ZANE AVENUE AND LINDSAY STREET IMPROVEMENTS GOLDEN VALLEY, MINNESOTA LEGEND EXISTING PEDESTRIAN ROUTE 2/21/2024 PROPOSED PEDESTRIAN ROUTE 58 1119 1136 1220 1200 1120 1102 5600 5510 1215 5905 / 5 9 5 5 5804 5806 5808 701 917 1106 5640 5620 1107 1150 1200 8156160-786102-12 6100 5900 573856305612621 6005 110911001114125092510005735 6020 609460925527560556255645554056005620564056605505552556055615562556555705 1101 1105 1109 1113 1117 1121 1125 1129 11321114 1110 1135 6000 6100 9195525553755355607 57485768623 935900 6114 6192 1133 1121 55305520551060906088604060706080 E Golden V all e y R d Wel comeAveNLilacDrNPhoenix St ZaneAveNLilac Loop W elcom eCir Lindsay St StateHwyNo1003100 31011583 3102 3103 199 3097 3098 194 195 196 2195197 198 2193 2194 2198 2197 2196 2189 2190 21912192 2188 309927622761 2760 2186A 1581 1466 15822051 2122A 2068 2067 2066 1580 2059 2060 2055A2055 2058 2057 2061 2062 2064 2063 2054 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: Hennepin County, City of Golden Valley, SEH Project: GOLDV 163618 Print Date: 1/22/2024 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. Zane Avenue & Lindsay Street ImprovementsPath: X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\90-GIS\GOLDV163618_SaniDefects\GOLDV163618_SaniDefects.aprxPipe Defects Crack Deposits Fine Roots Fracture Med Roots Pipe Broken Sag Active Service 1 inch = 300 feet Exhibit No. 7Soo Line RROlson Memorial Hwy 5905 UPRR 2/21/2024 59 >>>>>>>>>>>> >> >> >> >> >> >> >> >> >>>>>> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>E8"8"4"4"4"4"4"4"20"8"XC XC XC XC >>>>>>>>>>BIT. BIT. BIT. GRAVEL BIT. BOULDER GRAVEL BIT. "PRAIRIE RESTORATION AREA" MODULAR BLOCK RETAINING WALL W/ CHAIN LINK FENCE SSP-OHP - O H P- O H P-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP - O H P-OHP-OHP-OHP-OH>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>STSTBIT.CONC.BIT.CONC.I I I I I I I I I I ST ST 00+16 00+17 00+18 00+19815 701WB-67 - Interstate Semi-Trailer WB-67 - Interstate Semi-Trailer 4.77'5327.9Max 68.5° HorizMax 10° Vert43.542.523.5417.44.2WB-67 - Interstate Semi-TrailerOverall Length73.501ftOverall Width8.500ftOverall Body Height13.500ftMin Body Ground Clearance1.334ftMax Track Width8.500ftLock-to-lock time6.00sMax Steering Angle (Virtual)28.40°0feetscale20402010ZANE AVE N PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196www.sehinc.comFILE NO.DATE:Save: 2/19/2024 10:52 AM sprall Plot: 2/20/2024 9:31 AM X:\FJ\G\GOLDV\163618\4-prelim-dsgn-rpts\Exhibits\GV163618_Truck Turning.dwg 163618TRUCK TURNING MOVEMENT SAMPLEZANE AVENUE AND LINDSAY STREETIMPROVEMENTSGOLDEN VALLEY, MINNESOTA2/21/202460 Appendix A Summary of Property Owner Comments 61 Open House or OnlineHOUSE No.STREET PROPERTY OWNER(S)Phone NumberEmailInvisible FenceAutomatic Sprinkler System Sump PumpRetaining Walls/ Landscape FeaturesSanitary Sewer Service ProblemsCommentsOL 5600 Lindsay St Kathryn Palmisano 218-760-2531 kmverchota@gmail.comSE corner of the house. Perhaps 40+ feet away from the road. 1 - With this neighborhood's proximity to both the Luce Line trail and the local shopping center (Walgreens and Lunds), there would be benefit to the community to include pedestrian walkways or sidewalks on both Zane and Lindsay. Further, there is a fair amount of business related traffic (including semi-trucks) that use the residential Lindsay street. Improved signage at the intersection of Zane and Lindsay, and alerting business traffic that Lindsay is a residential street would be appreciated. 2 - Are there plans or considerations for pedestrians given this project? I see that a crosswalk will be painted crossing Golden Valley Rd to Zane? There is often semi-truck traffic on Lindsay and Zane and these streets are frequented by pedestrians from the residential areas and the businesses alike, as well as folks accessing the Three Rivers Park Trail. It would help improve safety to include pedestrian safety markings on the road, or to route semis away from Lindsay Street and provide guidnace that they avoid parking in areas pedestrians frequent. OH 5620 Lindsay St Mick & Renee Bergquist 763-360-9812We have occasional standing water on the North side of our lawn. Will Lindsay St be narrowed?Will semi-trucks have weight limits?OH 5625 Lindsay St Leo & Sally Anderson 763-546-5625 Y Front Lawn1. The street will be a safety hazard to the truck drivers for having the street so narrow. 2. Parking on the street with our own cars is going to be a nightmare as well.3. We have garbage trucks going up and down the street, running & stopping. They need room to pick up the garbage.4. We have a school bus that is on this street twice a day. With that being said, we get a lot of traffic on this street.5. A lot of trucks & vans delivering packages & boxes to the neighbor. We also have the Golden Valley sewer truck checking out the manholes!OL 5645 Lindsay St Randy Anderson 763-331-5167 randyanderson@outlook.com Middle of front yard at least 10' from curbUnlike most streets in GV I would venture to guess they do NOT have commercial property with daily semi-truck and trailer traffic. Lindsay St has three commercial properties on the west end of the block and two of those properties use Lindsay St for their semi-truck and trailer dock entrances. Furthermore, multiple semi-truck and trailers come off Hwy 100 down Lilac drive and use the east end of Lindsay St. to access the commercial properties located on Lindsay St. and Zane Ave. An average vehicle width in the us is approximately 6ft. An Average width of a semi-truck and trailer is the US is approximately 9ft. Let's assume that someone that can park fairly well and is about 12" away from the curb. Let's do some math 6+6+9+1+1=23 With those calculations we have about 3ft remaining or 18" on either side. Let's add walkers and bikers to the mix. What about emergency vehicles? A full-sized fire truck can measure 12ft wide according to the math that truck would NOT be unable to pass if vehicles are parked on the street. At the end of the day, I would not oppose a street width of 26ft if Lindsay St did not have the amount of semi-truck and trailer it gets on a daily basis. Maybe the City of Golden Valley could spend a little time seeing what the real-time daily traffic patterns and the frequency of truck traffic that happens on Lindsay St. before creating a possible safety issue.Zane & Lindsay Reconstruction Public Comments62 Appendix B Preliminary Assessment Roll 63 Preliminary Special Assessment RollZANE AVENUE AND LINDSAY STREET RECONSTRUCTIONCity Project 23-02RESIDENTIAL ASSESSMENT RATE= $11,300.00STATE-AID FRONT FOOTAGE RATE= $160.00OTHER ZONINGS LOCAL STREET= $160.00RES. TOTALPID HOUSE NO. STREET CITY/STATE/ZIP PROPERTY OWNERS FRONTAGE NOTES UNITS Non-MSAS MSAS Non-MSAS MSAS ASSMTS.3311821210057 5905 GOLDEN VALLEY RD GOLDEN VALLEY MN 55422 JEW FAM/CHILDREN'S SVC MPLS190.00 4 0 $30,400.00 $30,400.003311821220006 6005 GOLDEN VALLEY RD GOLDEN VALLEY MN 55422 D & S RENTALS LLC361.72 3 0 $57,875.20 $57,875.203311821210059 5525 LINDSAY ST GOLDEN VALLEY MN 55422 G W LAWRENCE ET AL TRUST134.40 2, 16 2 $22,600.00 $22,600.003311821210058 5535 LINDSAY ST GOLDEN VALLEY MN 55422 S F KAROLEWSKI & B M EPSTEIN149.14 2, 17 2 $22,600.00 $22,600.003311821210041 5540 LINDSAY ST GOLDEN VALLEY MN 55422 CLIFTON PROPERTIES LLC181.171, 181$11,300.00$11,300.003311821210042 5600 LINDSAY ST GOLDEN VALLEY MN 55422J PALMISANO & K PALMISANO132.0011$11,300.00$11,300.003311821210048 5605 LINDSAY ST GOLDEN VALLEY MN 55422 CATHARINE W NISAM227.30 2 2 $22,600.00 $22,600.003311821210043 5620 LINDSAY ST GOLDEN VALLEY MN 55422 MICHAEL A BERGQUIST ET AL108.92 1 1 $11,300.00 $11,300.003311821210047 5625 LINDSAY ST GOLDEN VALLEY MN 55422 LEO L ANDERSON JR ETAL125.05 1 1 $11,300.00 $11,300.003311821210044 5640 LINDSAY ST GOLDEN VALLEY MN 55422 A E DIETZ & A DIETZ TRSTES110.00 1 1 $11,300.00 $11,300.003311821210046 5645 LINDSAY ST GOLDEN VALLEY MN 55422R A ANDERSON/D M L ANDERSON136.13 1 1 $11,300.00 $11,300.003311821210045 5660 LINDSAY ST GOLDEN VALLEY MN 55422 DENISE LA MERE-ANDERSON100.00 1 1 $11,300.00 $11,300.003311821210056 5735 LINDSAY ST GOLDEN VALLEY MN 55422 LAKELAND MGMT SERVS INC256.59 7 0 $41,054.40 $0.00 $41,054.403311821230004 5900 OLSON MEMORIAL HWY GOLDEN VALLEY MN 55422STORE MASTER FUNDING XVI LLC528.8830$0.00$84,620.80$84,620.803311821230003 815 ZANE AVE N GOLDEN VALLEY MN 55422 TENNANT COMPANY642.73 4, 13 0 $0.00 $102,836.80 $102,836.803311821210055 900 ZANE AVE N GOLDEN VALLEY MN 55422 GBC PARTNERS LLP273.01 4, 12 0 $0.00 $43,681.60 $43,681.603311821230001 925 ZANE AVE N GOLDEN VALLEY MN 55422 HEINRICH ENVELOPE CO118.30 4 0 $0.00 $18,928.00 $18,928.003311821220002 925 ZANE AVE N GOLDEN VALLEY MN 55422 HEINRICH ENVELOPE CO405.12 4 0 $0.00 $64,819.20 $64,819.203311821210054 1000 ZANE AVE N GOLDEN VALLEY MN 55422 GBC PARTNERS LLP497.84 5, 12 0 $41,611.20 $38,043.20 $79,654.403311821210052 1100 ZANE AVE N GOLDEN VALLEY MN 55422 GBC PARTNERS LLP387.20 5, 10 0 $40,384.00 $21,600.00 $61,984.003311821220007 1109 ZANE AVE N GOLDEN VALLEY MN 55422 IMF LLC543.75 4, 19 0 $0.00 $87,000.00 $87,000.003311821210051 1114 ZANE AVE N GOLDEN VALLEY MN 55422 DM LLC255.00 4, 9 0 $0.00 $40,800.00 $40,800.003311821220004 1250 ZANE AVE N GOLDEN VALLEY MN 55422 TENDRIL INVESTMENTS LLC221.00 3, 8 0 $0.00 $35,360.00 $35,360.003311821210065 5510 LINDSAY ST GOLDEN VALLEY MN 55422 JONATHAN KIM & MELISSA KIM68.70 2, 6, 21 0.5 $5,650.00 $5,650.003311821210064 5520 LINDSAY ST GOLDEN VALLEY MN 55422M F ADLER TR/ADMORE PROP LLC59.96 2, 21 1 $11,300.00 $11,300.003311821210063 5530 LINDSAY ST GOLDEN VALLEY MN 55422 HOLLY SHEETS81.00 1 1 $11,300.00 $11,300.003311821210053 28 GOLDEN VALLEY MN 55422 IMF LLC340.44 5, 19 0 $40,870.40 $13,600.00 $54,470.403311821240025 701 LILAC DR N GOLDEN VALLEY MN 55422 TENNANT COMPANY1,121.19 3, 14 0 $0.00 $179,390.40 $179,390.403311821230004 5509 LINDSAY ST GOLDEN VALLEY MN 55422 V SIVRIVER & I SIVRIVER81.90 6, 15, 22 0.5 $5,650.00$339,070.00 $818,955.20 $0.00 $0.00 $1,158,025.201) Residential, Single Family2) Residential, Multi Family (Two Unit)3) Industrial Corner Lot on 2 State Aid Streets, one of which is being reconstructed, assess State Aid Rate for side of construction4) Industrial with State Aid Street Frontage, Assess State Aid Rate 5) Industrial Corner Lot with Local Street and State Aid Street Frontage, Assess State Aid Rate for State Aid Street, Local Other Zonings for Local Street6) Residential Corner Lot with Local and State Aid Street Frontage, Assess One-Half Unit Residential7) Industrial with Local Street Fronage, Assess Local Rate8) Tax Payer Address: 418 HALSEY AVE SE BUFFALO MN 553139) Tax Payer Address: 6890 HARRISON CIRCLE CHANHASSEN MN 5531710) Tax Payer Address: 450 FERGUSON DR MOUNTAIN VIEW CA 9404311) Tax Payer Address for 925 Zane Avenue: C/O TAYLOR CORPORATION 1725 ROECREST DR NORTH MANKATO MN 5600312) Tax Payer Address: 1000 ZANE AVE N GOLDEN VALLEY MN 5542213) Tax Payer Address: 10400 CLEAN STREET EDEN PRAIRIE MN 5534414) Tax Payer Address: 701 LILAC DR N MINNEAPOLIS MN 5542215) Tax Payer Address: IRYNA SIVRIVER 6480 WAYZATA BLVD GOLDEN VALLEY MN 55426 16) Tax Payer Address: 2455 COMSTOCK LA N PLYMOUTH MN 5544717) Tax Payer Address for 5535 Lindsay Street: BARBARA M EPSTEIN 4121 WENDOVER CT MINNETONKA MN 55345 18) Tax Payer Address: 8445 CENTER DR NE SPRING LAKE PARK MN 55432 19) Tax Payer Address: 12424 CREEK RD W MINNETONKA MN 5530520) Tax Payer Address for 1109 Zane Avenue: 12424 CREEK RD W MINNETONKA MN 5530521) 5510 Lindsay Street and 5520 Lindsay Street is a duplex, Assess One Residential Unit for Each22) Vacant Land - ResidentialDEFERRED ASSESSMENTS LEVIED ASSESSMENTS64 65 Project Manual and Specifications Zane Avenue and Lindsay Street Improvements S.A.P. 128-408-002 City Project No. 23-02 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 March 6, 2024 66 This Page Left Blank Intentionally 67 Certification GOLDV 163618 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: March 6, 2024 Lic. No. 54949 Reviewed By: Scott Haupt Date: March 6, 2024 68 This Page Left Blank Intentionally 69 CITY OF GOLDEN VALLEY, MINNESOTA ADVERTISEMENT FOR BIDS Zane Avenue and Lindsay Street Improvements S.A.P. 128-408-002 City Improvement Project No. 23-02 Notice is hereby given that Online Bids will be received by the City of Golden Valley, Minnesota until 10:00 a.m., April 4, 2024, via QuestCDN for the furnishing of all labor and material for the construction of the Zane Avenue and Lindsay Street Improvements. Major quantities for the Work include. Description Quantity Unit Remove Concrete Pavement (Crush & Salvage) 15,600 SY Clearing/Grubbing 12 TREE Common Excavation 22,900 CY Select Granular Borrow 31,200 TONS Class 5 Aggregate Base 7,930 TONS Bituminous Mixture 6,100 TONS 4”-6” Concrete Walk 18,900 SF Concrete Curb and Gutter 7,100 LF 6”-8” Concrete Driveway Pavement 2,200 SY Sanitary Sewer Lining 3,200 LF Sanitary Sewer Service Wye Grouting/Liners 31 EA Sodding with 4-Inches of Topsoil 11,600 SY 4”-12” PVC (C-900) Water Main 4,800 LF 4”-8” Gate Valve and Box 29 EA 10”-12” Gate Valve and Box 7 EA F&I Hydrant 12 EA 12”-51” Reinforced Concrete Storm Sewer Pipe 2,360 LF 6” Perf PVC Pipe Drain with Sock 4,675 LF Drainage Structures & Castings 55 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/4b960PN Or call in (audio only) +1 872-242-7640, United States, Chicago Phone Conference ID: 677 112 948# 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. 70 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 8950933 on the SEARCH PROJECTS page. 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 March 6, 2024. 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 $80. Bid security in the amount of 5 percent (5%) of the Bid must accompany each Bid in accordance with the Instructions to Bidders. This work shall be subject to the Minnesota Prevailing Wage Act, Minnesota Fair Labor Standards Act, Minnesota Rules 5200.1000 – 5200.1120, Minnesota Department of Labor and Industry (MnDLI) Wage Decision(s), and the MnDLI Truck Rental Rate Schedule, in accordance with MnDLI Prevailing Wages for State Funded Construction Projects for Hennepin County. 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. 71 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 72 \\sehinc.com\panzura\pzprojects\FJ\G\GOLDV\163618\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-V 73 INSTRUCTIONS TO BIDDERS INDEX PAGE 1. PRE-BID MEETING 1 2. PREVAILING WAGE RATES 1 3. EXAMINATION OF PLANS, SPECIFICATIONS AND SITE OF WORK 1 4. BID SECURITY 1 5. CONTRACT DOCUMENTS 2 6. PREPARATION OF PROPOSAL 2 7. CONDITIONS IN BIDDER’S PROPOSAL 3 8. INTERPRETATION OF ESTIMATES 3 9. DELIVERY OF PROPOSALS 3 10. REJECTION OF BIDS 3 11. WITHDRAWAL OF PROPOSALS 3 12. PUBLIC OPENING OF PROPOSALS 3 13. EVALUATION OF BIDS 3 14. DISQUALIFICATION OF BIDDERS 4 15. EQUIPMENT 5 16. SUPPLIERS AND SUBCONTRACTORS 5 17. FURNISHING OF EVIDENCE OF RESPONSIBILITY 5 18. REQUIREMENTS OF CONTRACT BOND 5 19. FAILURE TO EXECUTE CONTRACTS 5 20. AWARD OF CONTRACT 5 74 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. PREVAILING WAGE RATES The contractor will be required to pay not less than the minimum wage rates certified by the Minnesota Department of Labor and Industry (DLI) Prevailing wages for State Funded Construction Projects, Highway and Heavy Construction in Hennepin County, and not less than the minimum DLI certified Truck Rental Rates for the project location. Prevailing Wage Rates and Truck Rental Rates and reporting requirements are included in Appendices J-M. 3. 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. 4. 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 75 IB-2 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. 5. 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 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 6. 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 76 IB-3 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. 7. CONDITIONS IN BIDDER’S PROPOSAL The Bidder shall not stipulate in its Proposal any conditions not provided for on the Proposal Form. 8. 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. 9. 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. 10. 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. 11. 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. 12. 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. 13. 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 77 IB-4 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 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. 14. 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 78 IB-5 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. 15. 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. 16. 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. 17. 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. 18. 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. 19. 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. 20. 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. 79 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: 80 Proposal Form Contractor Questionnaire PF-2 City of Golden Valley, Minnesota Zane Avenue and Lindsay Street Improvements S.A.P. 128-408-002 - City Project No. 23-02 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: 81 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. 82 Proposal Form Contractor Questionnaire PF-4 83 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 84 Proposal Form Contractor Questionnaire PF-6 Subcontractor Name Contract Name Value of Work Major Work Items 85 Proposal Form Contractor Questionnaire PF-7 Certified as true and correct this ______ day of , 20__. ____________________________________ (Company Name) ____________________________________ (Authorized Signature) ____________________________________ (Title) ____________________________________ (Signer Printed Name) 86 Proposal Form PF-8 Line No. Item No. Description Unit Est. Qty 1 2021.501 MOBILIZATION LS 1 2 2101.502 CLEARING EACH 12 3 2101.502 GRUBBING EACH 12 4 2101.505 CLEARING ACRE 0.3 5 2101.505 GRUBBING ACRE 0.3 6 2104.502 REMOVE BOLLARDS EACH 2 7 2104.502 REMOVE GATE VALVE EACH 3 8 2104.502 REMOVE GATE VALVE & BOX EACH 32 9 2104.502 REMOVE HYDRANT EACH 12 10 2104.502 REMOVE DRAINAGE STRUCTURE EACH 14 11 2104.502 REMOVE SIGN TYPE C EACH 41 12 2104.502 SALVAGE BOULDER EACH 1 13 2104.502 SALVAGE SIGN TYPE C EACH 5 14 2104.502 SALVAGE SIGN TYPE SPECIAL EACH 6 15 2104.502 SALVAGE MAILBOX SUPPORT EACH 15 16 2104.503 SAWING CONCRETE PAVEMENT (FULL DEPTH) LF 370 17 2104.503 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LF 1733 18 2104.503 REMOVE SEWER PIPE (STORM) LF 605 19 2104.503 REMOVE SEWER PIPE (SANITARY) LF 416 20 2104.503 REMOVE CURB & GUTTER LF 9444 21 2104.503 SALVAGE CHAIN LINK FENCE LF 110 22 2104.503 REMOVE SANITARY SERVICE PIPE LF 97 23 2104.503 REMOVE WATER SERVICE PIPE LF 760 24 2104.503 REMOVE WATER MAIN LF 4804 25 2104.504 REMOVE CONCRETE DRIVEWAY PAVEMENT SY 825 26 2104.504 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SY 1482 27 2104.504 REMOVE BITUMINOUS PAVEMENT SY 2760 28 2104.518 REMOVE CONCRETE WALK SF 1002 29 2104.602 REMOVE MANHOLE (SANITARY) EACH 2 87 Proposal Form PF-9 Line No. Item No. Description Unit Est. Qty 30 2104.602 REMOVE MANHOLE (WATERMAIN) EACH 3 31 2104.602 REMOVE CASTING (CASTING AND COVER - STORM) EACH 15 32 2104.602 REMOVE CASTING (CASTING AND COVER - WATER MAIN) EACH 3 33 2104.602 REMOVE CASTING (FRAME- SANITARY) EACH 13 34 2104.602 SALVAGE CASTING (COVER- SANITARY) EACH 13 35 2104.603 SALVAGE LANDSCAPE EDGING-BRICK LF 72 36 2104.603 SALVAGE MODULAR BLOCK RETAINING WALL LF 10 37 2104.604 REMOVE CONCRETE PAVEMENT (CRUSH & SALVAGE FOR TEMP. STABILZATION) SY 15550 38 2104.618 SALVAGE CONCRETE PAVERS SF 84 39 2104.618 REMOVE LANDSCAPING MULCH SF 207 40 2106.507 EXCAVATION - COMMON (EV) CY 22840 41 2106.507 EXCAVATION - SUBGRADE (EV) CY 750 42 2106.609 SELECT GRANULAR BORROW MOD 5% TON 31210 43 2108.504 GEOTEXTILE FABRIC TYPE V SY 12600 44 2118.609 AGGREGATE SURFACING SPECIAL (3" MINUS - TEMPORARY DRIVEWAYS) TON 2174 45 2123.61 STREET SWEEPING (WITH PICKUP BROOM) HR 54 46 2211.509 AGGREGATE BASE CLASS 5 TON 7931 47 2301.602 DRILL & GROUT REINF BAR (EPOXY COATED) EACH 247 48 2331.603 JOINT ADHESIVE (MASTIC) LF 14646 49 2357.506 BITUMINOUS MATERIAL FOR TACK COAT GAL 1335 50 2360.509 TYPE SP 9.5 WEARING COURSE MIX (4,F) TON 2513 51 2360.509 TYPE SP 12.5 NON WEAR COURSE MIX (2,C) TON 3139 52 2360.609 TYPE SP 9.5 WEARING COURSE MIX (2,C) - DRIVEWAYS AND TRAILS TON 442 53 2451.609 COARSE FILTER AGGREGATE (DRAIN TILE) TON 1307 54 2451.609 PIPE BEDDING MATERIAL TON 2477 55 2451.609 CRUSHED ROCK TON 150 56 2502.602 6" PVC PIPE DRAIN CLEANOUT ASSEMBLY EACH 21 57 2502.603 6" PERF PVC PIPE DRAIN (W/ SOCK) LF 4676 88 Proposal Form PF-10 Line No. Item No. Description Unit Est. Qty 58 2503.503 6" DUCTILE IRON PIPE SEWER CL 52 LF 97 59 2503.503 8" DUCTILE IRON PIPE SEWER CL 52 LF 140 60 2503.503 10" DUCTILE IRON PIPE SEWER CL 52 LF 276 61 2503.503 51" SPAN RC PIPE-ARCH SEWER CLASS IIIA LF 60 62 2503.503 12" RC PIPE SEWER DESIGN 3006 CLASS V LF 52 63 2503.503 15" RC PIPE SEWER DESIGN 3006 CLASS V LF 791 64 2503.503 18" RC PIPE SEWER DESIGN 3006 CLASS V LF 76 65 2503.503 18" RC PIPE SEWER DESIGN 3006 CLASS III LF 603 66 2503.503 21" RC PIPE SEWER DESIGN 3006 CLASS III LF 425 67 2503.503 24" RC PIPE SEWER DESIGN 3006 CLASS III LF 259 68 2503.503 27" RC PIPE SEWER DESIGN 3006 CLASS III LF 52 69 2503.503 30" RC PIPE SEWER DESIGN 3006 CLASS V LF 10 70 2503.503 48" RC PIPE SEWER DESIGN 3006 CLASS III LF 16 71 2503.603 12" HDPE PIPE SEWER LF 8 72 2503.602 CONNECT TO EXISTING SANITARY SEWER EACH 6 73 2503.602 CONNECT TO EXISTING MANHOLES (STORM SEWER) EACH 2 74 2503.602 CONNECT TO EXISTING STORM SEWER EACH 7 75 2503.602 CONNECT TO EXISTING SANITARY SEWER SERVICE EACH 3 76 2503.602 6" CLEAN-OUT ASSEMBLY (SANITARY) EACH 3 77 2503.602 CONSTRUCT BULKHEAD EACH 2 78 2503.603 CLEAN PIPE SEWER LF 341 79 2503.603 4" PVC PIPE SEWER (SDR-35) LF 273 80 2503.603 6" PVC PIPE SEWER (SDR-35) LF 1691 81 2503.603 LINING SEWER PIPE 8" LF 1556 82 2503.603 LINING SEWER PIPE 9" LF 1620 83 2504.601 TEMPORARY WATER SYSTEM LS 1 84 2504.602 CONNECT TO EXISTING WATERMAIN EACH 17 85 2504.602 HYDRANT EACH 12 86 2504.602 ADJUST VALVE BOX - WATER EACH 1 89 Proposal Form PF-11 Line No. Item No. Description Unit Est. Qty 87 2504.602 1" CORPORATION STOP EACH 18 88 2504.602 2" CORPORATION STOP EACH 4 89 2504.602 4" GATE VALVE & BOX EACH 3 90 2504.602 6" GATE VALVE & BOX EACH 17 91 2504.602 8" GATE VALVE & BOX EACH 9 92 2504.602 10" GATE VALVE & BOX EACH 1 93 2504.602 12" GATE VALVE & BOX EACH 6 94 2504.602 1" SADDLE (STAINLESS STEEL) EACH 18 95 2504.602 2" SADDLE (STAINLESS STEEL) EACH 4 96 2504.602 1" CURB STOP & BOX EACH 18 97 2504.602 2" CURB STOP & BOX EACH 4 98 2504.602 HYDRANT MARKER EACH 12 99 2504.603 4" PVC WATERMAIN LF 80 100 2504.603 6" PVC WATERMAIN LF 336 101 2504.603 8" PVC WATERMAIN LF 1549 102 2504.603 10" PVC WATERMAIN LF 45 103 2504.603 12" PVC WATERMAIN LF 2783 104 2504.603 1" TYPE PE PIPE (SIDR 7 WATER SERVICE) LF 625 105 2504.603 2" TYPE PE PIPE (SIDR 7 WATER SERVICE) LF 147 106 2504.603 24" STEEL CASING PIPE (JACKED) LF 90 107 2504.604 4" POLYSTYRENE INSULATION SY 1372 108 2504.608 DUCTILE IRON FITTINGS (EPOXY COATED) LB 5929 109 2506.502 CONSTRUCT DRAINAGE STRUCTURE DES 48-4020 EACH 20 110 2506.502 CONSTRUCT DRAINAGE STRUCTURE DES 54-4020 EACH 4 111 2506.502 CONSTRUCT DRAINAGE STRUCTURE DES 60-4042 EACH 1 112 2506.502 CONSTRUCT DRAINAGE STRUCTURE DES 66-4042 EACH 1 113 2506.502 CONSTRUCT DRAINAGE STRUCTURE DES 72-4020 EACH 3 114 2506.502 CONSTRUCT DRAINAGE STRUCTURE DES 84-4020 EACH 1 115 2506.502 CONSTRUCT DRAINAGE STRUCTURE DES 96-4020 EACH 1 90 Proposal Form PF-12 Line No. Item No. Description Unit Est. Qty 116 2506.602 CONSTRUCT DRAINAGE STRUCTURE DES 48-4020 (W/ 4' SUMP) EACH 2 117 2506.602 CONSTRUCT DRAINAGE STRUCTURE DES 54-4020 (W/ 4' SUMP) EACH 2 118 2506.602 CONSTRUCT DRAINAGE STRUCTURE DES 72-4020 (W/ 4' SUMP) EACH 1 119 2506.602 CONSTRUCT DRAINAGE STRUCTURE DES STD. 2X3 EACH 17 120 2506.602 CONSTRUCT DRAINAGE STRUCTURE DES 4007 (SANITARY) EACH 2 121 2506.602 CASTING ASSEMBLY (DRIVEWAY CURB STOP) EACH 2 122 2506.602 CASTING ASSEMBLY (NEENAH R-3067-L) EACH 48 123 2506.602 CASTING ASSEMBLY (NEENAH R-3237) EACH 1 124 2506.602 CASTING ASSEMBLY (NEENAH R-2573) EACH 1 125 2506.602 CASTING ASSEMBLY (NEENAH R-1733) (STORM) EACH 2 126 2506.602 CASTING ASSEMBLY (NEENAH R-4342) EACH 2 127 2506.602 CASTING ASSEMBLY SPECIAL (FRAME ONLY – NEENAH R-1733) EACH 12 128 2506.602 CASTING ASSEMBLY SPECIAL (FRAME ONLY – NEENAH R-1733-1) EACH 1 129 2506.602 INSTALL CASTING (SALVAGED COVER) (SANITARY) EACH 13 130 2506.602 CASTING ASSEMBLY (MCDONALD 74M "A" SERIES) EACH 24 131 2506.602 ADJUST FRAME AND RING CASTING (STORM) EACH 8 132 2506.602 ADJUST FRAME AND RING CASTING (GATE VALVE MANHOLE) EACH 1 133 2506.603 RECONSTRUCT SANITARY STRUCTURE LF 16.9 134 2511.602 PLACE BOULDER EACH 1 135 2521.518 4" CONCRETE WALK SF 15596 136 2521.518 6" CONCRETE WALK SF 3284 137 2531.503 CONCRETE CURB & GUTTER DESIGN B612 LF 341 138 2531.503 CONCRETE CURB & GUTTER DESIGN B618 LF 6656 139 2531.503 CONCRETE CURB & GUTTER DESIGN D412 LF 31 140 2531.503 CONCRETE CURB DESIGN B6 LF 110 141 2531.504 6" CONCRETE DRIVEWAY PAVEMENT SY 519 91 Proposal Form PF-13 Line No. Item No. Description Unit Est. Qty 142 2531.603 CONCRETE SILL LF 2096 143 2531.604 8" CONCRETE DRIVEWAY PAVEMENT (HIGH EARLY) SY 725 144 2531.604 7" COMMERCIAL CROSS GUTTER DRIVEWAY (HIGH EARLY) SY 944 145 2531.618 TRUNCATED DOMES SF 534 146 2540.602 INSTALL SALVAGED MAILBOX AND SUPPORT EACH 15 147 2540.603 LANDSCAPE EDGING LF 24 148 2540.603 INSTALL SALVAGED LANDSCAPE EDGING-BRICK LF 72 149 2540.603 INSTALL SALVAGED MODULAR BLOCK RETAINING WALL LF 10 150 2540.618 INSTALL CONCRETE PAVERS SF 84 151 2540.618 CONCRETE PAVERS (F&I) SF 100 152 2557.603 INSTALL CHAIN LINK FENCE LF 110 153 2563.601 TRAFFIC CONTROL LS 1 154 2564.502 INSTALL SIGN TYPE C EACH 5 155 2564.518 SIGNS PANELS TYPE C SF 280.15 156 2564.518 SIGN TYPE SPECIAL SF 62 157 2564.602 INSTALL SIGN TYPE SPECIAL EACH 2 158 2571.502 CONIFEROUS TREE 6' HT B&B EACH 4 159 2571.502 DECIDUOUS TREE 2.5" CAL B&B EACH 14 160 2571.502 DECIDUOUS SHRUB NO 5 CONT EACH 7 161 2571.602 CONIFEROUS SHRUB NO 5 CONT EACH 5 162 2572.603 TEMPORARY FENCE (TREE PROTECTION FENCING) LF 100 163 2573.501 STABILIZED CONSTRUCTION EXIT LS 1 164 2573.501 EROSION CONTROL SUPERVISOR LS 1 165 2573.503 SILT FENCE, TYPE MS LF 1019 166 2573.503 SEDIMENT CONTROL LOG TYPE STRAW LF 91 167 2575.604 ROLLED EROSION PREVENTION CATEGORY 10 SY 610 168 2575.604 SEEDING - MnDOT 38-631 (POLLINATOR PLOT URBAN SE) (W/ 4" TOPSOIL) SY 610 169 2575.604 SODDING TYPE LAWN (W/ 4" TOPSOIL) SY 10913 170 2575.604 MULCH MATERIAL, TYPE SPECIAL (4" THICK) SY 225 92 Proposal Form PF-14 Line No. Item No. Description Unit Est. Qty 171 2575.604 HYDRAULIC MULCH MATRIX (W/ 4" TOPSOIL, SEED & HYDRAULIC MULCH) SY 722 172 2573.502 STORM DRAIN INLET PROTECTION EACH 85 173 2582.603 4" SOLID LINE YELLOW - MULTI-COMPONENT (WR) LF 400 174 2582.603 24" SOLID LINE WHITE - MULTI-COMPONENT (WR) LF 122 175 2582.603 4" BROKEN LINE YELLOW - MULTI-COMPONENT (WR) LF 550 176 2582.618 PAVEMENT MESSAGE - MULTI-COMPONENT (WR) SF 124 177 2582.618 CROSSWALK MULTI COMP (WR) SF 744 178 SPEC PROV F&I MANHOLE BAFFLE (STORM) SF 81.5 BID ALTERNATE A - SANITARY SEWER SERVICE WYE SEALING VIA GROUT PACKER INJECTION METHOD 179 SPEC PROV CHEMICAL GROUT GAL 155 180 SPEC PROV SEAL 8" MAIN TO 6" LATERAL W/ 3' BLADDER EACH 17 181 SPEC PROV SEAL 9" MAIN TO 6" LATERAL W/ 3' BLADDER EACH 14 BID ALTERNATE B - SANITARY SEWER WYE LINERS 182 SPEC PROV SERVICE WYE LINER - 8" MAIN X 6" WYE EACH 17 183 SPEC PROV SERVICE WYE LINER - 9" MAIN X 6" WYE EACH 14 93 Proposal Form PF-15 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: 94 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) 95 \\sehinc.com\panzura\pzprojects\FJ\G\GOLDV\163618\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 $500 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: 96 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 97 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 98 FC - 1 CONTRACT NO. 23-02 AGREEMENT FOR THE ZANE AVENUE AND LINDSAY STREET IMPROVEMENTS PROJECT NO. 23-02 S.A.P. 128-408-002 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 Zane Avenue and Lindsay Street Improvements (23-02) (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. 99 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, 100 FC - 3 regulations or law; or (4) after finding that, for reasons beyond Contractor’s control, 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 Kirsten Santelices, Acting City Manager CONTRACTOR BY ITS 101 SPECIAL CONDITIONS TABLE OF CONTENTS SC-i PAGE 1. GENERAL ............................................................................................................................ 1 2. PROJECT DESCRIPTION ................................................................................................... 1 3. QUALIFICATIONS OF BIDDER ........................................................................................... 1 4. STARTING AND COMPLETION TIME ................................................................................ 2 5. SCHEDULE AND CONSTRUCTION PHASING .................................................................. 3 6. SPECIFICATIONS WHICH APPLY ..................................................................................... 4 7. REFERENCE ....................................................................................................................... 4 8. PRE-CONSTRUCTION CONFERENCE ............................................................................. 5 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 ................................................................ 7 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. UNION PACIFIC RAILROAD REQUIREMENTS ............................................................... 11 21. DRIVEWAY CONSTRUCTION ON PRIVATE PROPERTY .............................................. 12 22. MEASUREMENT AND PAYMENT .................................................................................... 13 23. TREE AND LANDSCAPE PRESERVATION ..................................................................... 13 24. RESPONSIBILITY FOR DAMAGE CLAIMS (1714) ........................................................... 14 25. MOBILIZATION (2021) ...................................................................................................... 14 26. CLEARING AND GRUBBING (2101) ................................................................................. 14 27. REMOVALS AND SALVAGES (2104) ............................................................................... 15 28. SAWING CONCRETE AND BITUMINOUS PAVEMENT (2104) ....................................... 19 29. EXCAVATION AND EMBANKMENT (2106) ...................................................................... 19 30. GEOSYNTHETIC CONSTRUCTION MATERIALS (2108) ................................................ 21 31. AGGREGATE SURFACING (2118) ................................................................................... 22 32. CONTAMINATED AND DEBRIS-IMPACTED SOIL .......................................................... 22 33. WATER USE ON PROJECT (2130) .................................................................................. 25 34. AGGREGATE BASE (2211) .............................................................................................. 25 102 SPECIAL CONDITIONS TABLE OF CONTENTS SC-ii 35. DRILL AND GROUT REINFORCEMENT BAR (EPOXY COATED) (2301) ...................... 25 36. JOINT ADHESIVE (MASTIC) (2331) ................................................................................. 26 37. PLANT MIXED BITUMINOUS MIXTURES (2360) ............................................................. 28 38. PIPE BEDDING (2451) ...................................................................................................... 30 39. CRUSHED ROCK FOR STABILIZATION (2451) .............................................................. 30 40. COARSE FILTER AGGREGATE (2451): .......................................................................... 30 41. CONSTRUCT BULKHEAD (2503) ..................................................................................... 30 42. PIPE SEWERS (2503) ....................................................................................................... 31 43. WATER MAIN CONSTRUCTION (2504) ........................................................................... 32 44. CORPORATION STOPS (2504) ........................................................................................ 33 45. CURB STOP AND BOX (2504) .......................................................................................... 33 46. WATER SERVICE PIPE (2504) ......................................................................................... 33 47. SERVICE SADDLE ............................................................................................................ 34 48. TEMPORARY WATER SYSTEM ....................................................................................... 34 49. FURNISH AND INSTALL HYDRANT (2504) ..................................................................... 35 50. FIRE HYDRANT MARKERS (2504) .................................................................................. 35 51. CONNECT TO EXISTING WATER MAIN (2504) .............................................................. 35 52. ADJUST GATE VALVE BOX (2504) .................................................................................. 35 53. GATE VALVE AND BOX (2504) ........................................................................................ 35 54. DUCTILE IRON FITTINGS (2504) ..................................................................................... 36 55. 4” POLYSTYRENE INSULATION (2504) .......................................................................... 36 56. MANHOLES AND CATCH BASINS (2506) ....................................................................... 36 57. FURNISH AND INSTALL MANHOLE BAFFLE .................................................................. 37 58. FURNISH AND INSTALL CASTING ASSEMBLY (2506) .................................................. 39 59. FURNISH AND INSTALL CASTING FRAME (NEENAH R-1733 FRAME) (2506) ............ 40 60. INSTALL SALVAGED COVER (2506) ............................................................................... 40 61. RECONSTRUCT MANHOLE STRUCTURE (2506) .......................................................... 40 62. ADJUST FRAME & RING CASTING (2506) ...................................................................... 41 63. RANDOM RIPRAP (2511) ................................................................................................. 41 64. WALKS (2521) ................................................................................................................... 41 65. CONCRETE CURB AND GUTTER (2531) ........................................................................ 42 66. CONCRETE SILL (2531) ................................................................................................... 43 67. 7” COMMERCIAL CROSS GUTTER DRIVEWAY (2531) ................................................. 43 68. CONCRETE DRIVEWAY PAVEMENT (2531) ................................................................... 44 103 SPECIAL CONDITIONS TABLE OF CONTENTS SC-iii 69. INSTALL SALVAGED MAILBOX AND SUPPORT (2540) ................................................. 45 70. INSTALL SALVAGED RETAINING WALLS (2540) ........................................................... 45 71. INSTALL SALVAGED LANDSCAPE MATERIALS (2540) ................................................. 45 72. INSTALL SALVAGED CONCRETE PAVERS (WALK) (2540) .......................................... 46 73. FURNISH AND INSTALL CONCRETE PAVERS (WALK) (2540) ..................................... 46 74. INSTALL SALVAGED CHAIN LINK FENCE (2557) .......................................................... 46 75. INSTALL SALVAGED BRICK OR ROCK LANDSCAPE EDGING (2540) ......................... 46 76. TRAFFIC CONTROL AND MAINTENANCE (2563) .......................................................... 47 77. INSTALL SALVAGED SIGNS (2564) ................................................................................. 48 78. FURNISH AND INSTALL SIGN TYPE C (2564) ................................................................ 49 79. FURNISH AND INSTALL SIGN TYPE SPECIAL (2564) ................................................... 49 80. TREES AND SHRUBS AS SPECIFIED (2571) ................................................................. 50 81. TEMPORARY TREE PROTECTION FENCING (2572) ..................................................... 51 82. EROSION AND SEDIMENTATION CONTROL (2573) ..................................................... 51 83. TURF ESTABLISHMENT (2575) ....................................................................................... 52 84. LANDSCAPE EDGING (2575) ........................................................................................... 54 85. MULCH MATERIAL (2575) ................................................................................................ 55 86. PAVEMENT MARKINGS (2582) ........................................................................................ 55 87. RESTORATION ................................................................................................................. 55 88. CLEAN PIPE SEWER ........................................................................................................ 56 89. SANITARY SEWER MAIN REPAIR ................................................................................... 56 90. SANITARY SEWER SERVICE WYE SEALING VIA GROUT PACKER INJECTION METHOD (BID ALTERNATE A) ......................................................................................... 61 91. SANITARY SEWER SERVICE WYE LINING (BID ALTERNATE B) ................................. 72 92. SANITARY SEWER SERVICE REPLACEMENT PROGRAM ........................................... 81 93. PROCEDURES IN THE EVENT OF A SEWAGE SPILL ................................................... 81 104 SC-1 SPECIAL CONDITIONS CITY OF GOLDEN VALLEY FOR CITY PROJECT NO. 23-02 S.A.P. 128-408-002 ZANE AVENUE AND LINDSAY STREET IMPROVEMENTS BID OPENING: April 4, 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 for the reconstruction of the streets in Golden Valley within the following boundaries:  Zane Avenue and Lindsay Street Improvements Project Area: Zane Avenue North from Olson Memorial Highway Frontage Road to Golden Valley Road. Lindsay Street from Zane Avenue North to Lilac Drive.  The Work will include, but is not limited to, the following: Removal of concrete and bituminous 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 two bid alternates: Bid Alternate A includes bid items for service wye sealing. These items are listed under the Sanitary Sewer Service Wye Sealing Via Grout Packer Injection Method section of the Statement of Estimated Quantities (SEQ) of the Plan and of the Proposal Form. Refer to the Specifications for additional details. Bid Alternate B includes bid items for service wye lining utilizing a Cured- in-Place Pipe (CIPP) liner. These items are listed under the Sanitary Sewer Service Wye Liners section of the SEQ of the Plan and of the Proposal Form. Refer to the Specifications for additional details. The City has the right to accept or reject Bid Alternates A or B 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 105 SC-2 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 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 July 31, 2025 (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 October 31, 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 $500 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 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 106 SC-3 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 property owners. This project shall be divided into three (3) areas for project scheduling and shall conform to the requirements on the Construction Sequencing plan sheet(s). 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. F. Coordination with Union Pacific Railroad (UPRR): a. Contractor shall complete all items listed in Section 20 of these Special Conditions in the required timeframe prior to construction within UPRR right of way. b. Contractor shall provide traffic control and road closure, in accordance with the Traffic Control and Maintenance (2563) section of these Special Conditions, for UPRR during the UPRR’s crossing panel replacement and signal work. 107 SC-4 c. Contractor shall saw cut and remove bituminous pavement for UPRR to perform crossing panel replacement and provide temporary driving surface up to the new crossing panels upon UPRR completion, as directed by the Engineer. d. Plan subcutting and storm sewer operations within 25’ of track centerline during UPRR crossing panel replacement operations. e. Installation of aggregate base, pavement, curb and gutter, and sidewalk within UPRR right of way shall be completed after the new crossing panels and signals are placed by UPRR, unless directed otherwise by Engineer. 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 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. 108 SC-5 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  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 8:00 a.m. on Wednesdays at Golden Valley City Hall. Contractor shall also be required to attend weekly meetings with business representatives to discuss upcoming work, access needs/changes, etc. 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 property owners 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. 109 SC-6 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. 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 property owners 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 property owners 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 110 SC-7 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: Golden Valley Zane Ave_Lindsay St Videos 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. 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. 111 SC-8 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. 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. 112 SC-9 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) – Brandon Amam ......... (701.866.7952) Comcast – McClay Lyford ........................................................ (651.925.6372) MCI Communications (Verizon) – Andy Wood .......................... (612.919.1741) Met Council – Manking Lee ....................................................... (651.602.4313) Sprint – Dan Hilliard ................................................................... (612.217.3526) 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 113 SC-10 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 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. C. Contractor shall execute UPRR’s current form of Contractor’s Right of Entry Agreement and to comply with the requirements set forth therein. Applicable fee shall be paid by the Contractor. 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. Separate Miscellaneous Work permits from MnDOT for all work on MnDOT’s right-of-way along North from Olson Memorial Highway Service Road (HWY 55) and Lilac Drive (HWY 100). Contractor shall be required to fulfill all requirements and provide any bonds required of the permit. 114 SC-11 D. Pipeline Crossing Agreement (water main), Pipeline Encroachment Agreement (storm sewer), and Construction and Maintenance Agreements (surface improvements) with Union Pacific Railroad (UPRR). 20. UNION PACIFIC RAILROAD REQUIREMENTS: The Contractor shall conform to all Union Pacific Railroad (UPRR) requirements and associated costs, including those described in the Pipeline Crossing Agreement (Appendix M), Pipeline Encroachment Agreement (Appendix N), required for working in UPRR right of way, including but not limited to: A. Contractor shall execute UPRR’s current form of Contractor’s Right of Entry Agreement and to comply with the requirements set forth therein. Applicable fee shall be paid by the Contractor. B. Contractor shall provide UPRR and the City at least thirty (30) working days advance notice prior to working within twenty-five (25) feet of any track, and upon UPRR’s receipt of such notice, UPRR will determine and inform the City whether a flagman needs to be present or whether Contractor needs to implement any special protective or safety measures. C. Contractor shall meet UPRR insurance requirements, including Railroad Protective Liability Insurance (RPLI), as described in the Exhibit C of the Pipeline Crossing Agreement (Appendix M) and Exhibit C of the Pipeline Encroachment Agreement (Appendix N). More info on RPLI can also be found at the following link: https://www.up.com/real_estate/rrinsurance/liability_insurance/index.htm D. Contractor shall obtain third-party flagging and third-party construction observation via RailPros and complete the Project and Billing form (Appendix O) and send to: utilities.office.staff@railpros.com. i. Pipeline Crossing (watermain) Folder Number: 03328-47 ii. Pipeline Encroachment (storm sewer) Project: 0783985 E. Contractor shall complete a separate UPRR Work Plan (Appendix Q) for both Pipeline Crossing (Folder Number 03328-47) and Pipeline Encroachment (Folder Number 0783985) and send to: utilities.office.staff@railpros.com. F. Contractor shall obtain track monitoring for all work, as required in UPRR Work Plan (Appendix Q) and UPRR’s Guidelines for Track & Ground Monitoring (Appendix R). G. Contractor shall complete a shoring plan, and provide shoring, as required in UPRR Work Plan (Appendix Q) and UPRR’s Guidelines for Temporary Shoring (Appendix S). H. Contractor shall locate UPRR signal cables prior to construction: a. Email the UPRR Manager of Signal Maintenance James Brenner at jrbrenne@up.com 115 SC-12 b. Provide the depth of the casing, the MP and Subdivision given in Exhibit A of the UPRR Agreement (Appendix M and Appendix N). c. Ask them to reply to your email with any instructions. I. Contractor shall call UPRR at 1-800-336-9193 to locate any buried fiber optic cables prior to work within UPRR right of way. If fiber optic cable is present, contractor shall coordinate with the City and the applicable telecommunications companies for the relocation or other protection of the fiber optic cable prior to beginning any work. J. Contractor shall submit a UPRR call before you dig (CBUD) ticket and forward the ticket to utilities.office.staff@railpros.com a. UPRR CBUD: https://www.up.com/aboutup/community/telecom/groups/index.htm K. Contractor shall conform to UPRR safety requirements, including but not limited to those found in UPRR Contractor Minimum Safety Requirements (Appendix T). L. No work of any kind shall be performed, and no person, equipment, machinery, tools, materials, vehicles or other items shall be located, operated, placed or stored within twenty-five (25) feet of any track at any time for any reason except as approved by UPRR or when crossing tracks for work outside UPRR right of way. 21. 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 the Engineer deems the driveway is within the scope of the Contract Work, the 116 SC-13 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. 22. 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. 23. 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. 117 SC-14 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. 24. 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. 25. 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 or B. 26. 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 118 SC-15 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. 27. 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. 119 SC-16 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 or crushed concrete 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 property owners to install either the support furnished by Contractor or a support that the property owner 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 property owners to determine the location for final setting of mailboxes. The unit price bid, per square yard, to Remove Bituminous Pavement, regardless of existing pavement thickness (see chart in plan for existing bituminous thickness) shall be considered compensation in full to remove the full depth of all bituminous from the roadway (including bituminous curb), as directed by the Engineer. Contractor shall dispose of the material at no additional cost in accordance with all applicable rules and regulations. The contractor may choose to reclaim the full depth of bituminous pavement with underlying granular material for reuse on this project as directed by the Engineer. The reclaimed bituminous pavement can be used to cap select granular borrow to provide a drivable surface. 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 (Crush & Salvage for Temporary Stabilization), regardless of existing pavement thickness 120 SC-17 (see chart in plan for existing concrete thickness) shall be considered compensation in full to crush the full depth of all concrete from the roadway (including integral curb) and remove any reinforcement that may be present. Concrete pavement shall be crushed on site, as directed by Engineer, for reuse to cap select granular borrow to provide a drivable surface. Placement and maintenance of crushed concrete to cap select granular borrow, as directed by Engineer, shall be considered incidental to the unit bid price to Remove Concrete Pavement (Crush & Salvage for Temporary Stabilization). Contractor shall provide suitable means to provide dust control during crushing operations, as directed by the Engineer and in accordance with Minnesota Pollution Control Agency’s (MPCA) Fugitive Dust Emissions Management and Best Practices. The contractor shall be required to submit to the Engineer a Fugitive Dust Control Plan prior to any crushing operations. In addition, contractor shall apply water to temporary stockpiles to control dust, as directed by the Engineer. Crushing operations shall not take place adjacent to residential properties, within 100 feet of the railroad track, or in locations as directed by the Engineer. In the event there is excess crushed concrete 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. 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. The unit price bid for Remove Bollards shall be considered compensation in full to remove bollards and bollard foundations in conformance with the plans and as directed by the Engineer. 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. The unit price bid to Salvage Concrete Pavers (Driveway or Walk) shall be considered compensation in full to salvage pavers for driveway or sidewalk, for reuse on this Project. Contractor shall offer any extra pavers to the resident. Contractor shall be responsible for replacing any pavers damaged during construction with matching blocks of the same manufacturer and color necessary 121 SC-18 for rebuilding them, at no additional cost to the Owner. The measurement for Salvage Concrete 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 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, boulders 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 Special) 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. 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 gate valve shall be considered compensation in full to remove all sizes of gate valves inside a gate valve manhole. Removal of the gate valve manhole shall be paid for under a separate bid item. 122 SC-19 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. 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. Contractor shall be required to saw cut bituminous pavement for UPRR to perform crossing panel replacement, as directed by the Engineer. 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. 123 SC-20 The geotechnical report for this project is included in the Appendix. 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. Excavation-Subgrade: Excavation-Subgrade shall be considered as roadbed excavation below the depth indicated in the Plans, as directed by the Engineer. 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 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 124 SC-21 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. 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 125 SC-22 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. AGGREGATE SURFACING (2118): Aggregate Surfacing Special (3” Minus Limestone) shall be constructed in accordance with the Provisions of Section 2118 of MnDOT Specifications except as modified herein. The aggregate material shall be compacted in accordance with MnDOT Specification 2211.3.D.2.b, Quality Compaction Method. Imported material will be measured on a per ton installed basis, based on weight tickets from a certified scale. Aggregate Surfacing Special shall be used for temporary driveways, entrances, or other temporary surfaces, as directed by the Engineer. The unit bid price per ton includes furnishing, placing and compacting aggregate for temporary access during construction, maintaining aggregate surfacing as directed by engineer during construction, and excavating, hauling/disposal off-site. Contractor shall dispose of the material at no additional cost in accordance with all applicable rules and regulations. Aggregate surfacing for temporary access, as described above, shall be constructed a minimum 8” thick, or as directed by engineer. The material shall consist of crushed limestone or recycled concrete but not bituminous asphalt and shall meet the gradation as shown in the following table. Contractor shall provide product source and certification that supplied material meets below gradation requirements. Sieve Percent Passing (%) 3-inch 100 2-inch 90-60 1-inch 80-45 ¾-inch 55-30 #200 3-12 32. 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. 126 SC-23 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 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 127 SC-24 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 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 128 SC-25 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. 33. WATER USE ON PROJECT (2130): Project related water use for compaction, dust control, sod, and landscaping shall be considered incidental. Should the 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. 34. 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 2211.3.D.2.a , 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. 35. DRILL AND GROUT REINFORCEMENT BAR (EPOXY COATED) (2301): This work shall consist of drilling, grouting, and inserting No. 4 x 12-inch-long epoxy 129 SC-26 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. 36. 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. 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 130 SC-27 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. 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. 131 SC-28 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. 37. 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 (4,F) 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. 132 SC-29 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 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. 133 SC-30 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. 38. 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. 39. 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. 40. 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 41. CONSTRUCT BULKHEAD (2503): 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. 134 SC-31 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. 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 135 SC-32 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. All ductile iron pipe (DIP) shall be Class 52 (unless otherwise noted in plans) and wrapped with polyethylene pipe encasement in accordance with the manufacturer’s recommendations. The polyethylene for each pipe shall be overlapped and sealed to keep the water out. The polyethylene pipe encasement shall conform to AWWA C105/A21.5 (8-mil thickness), Class C (Black), and be in tube form. The polyethylene pipe encasement shall be considered incidental. 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, Connect to Existing Manholes, Connect to Existing Sanitary Sewer, 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. 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. 136 SC-33 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 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 137 SC-34 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. Contractor shall connect temporary water to existing services larger than 2” underground at the existing service. Connecting temporary water to and disconnecting from existing water services, including excavation and backfill, shall be incidental to the lump sum unit price for Temporary Water System. The water main installation and temporary water distribution shall be completed in a manner so fire protection can be maintained. The minimum pipe size for the temporary water main pipe on Zane Avenue and the westernmost 500’ of Lindsay Street (commercial properties) is equal to or greater than the diameter of the largest connecting service of that segment, but not less than six-inches. Contractor shall match existing pipe size when temporarily connecting to existing services, or as directed by the Engineer. Contractor shall furnish temporary water system in a manner does not affect jobsite safety and does not affect accesses to businesses or residents. Contractor shall connect temporary water directly to existing main below ground. The contractor may provide two separate temporary systems; one for domestic and one for fire protection. The minimum pipe size for domestic temporary water main pipe servicing any commercial property shall be three-inch for properties with separate domestic and fire water connections or without an internal fire suppression system as directed by engineer. Contractor shall match existing pipe size when temporarily connecting to existing domestic only services, up to three- inch, or as directed by the Engineer. 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 property owners. 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. 138 SC-35 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 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 139 SC-36 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. 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 140 SC-37 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. 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. 141 SC-38 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 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 142 SC-39 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. 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. 143 SC-40 59. FURNISH AND INSTALL CASTING FRAME (NEENAH R-1733 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. 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. 144 SC-41 62. 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. 63. RANDOM RIPRAP (2511): The unit price bid per cubic yard of Random Riprap Class III shall be considered compensation in full for all equipment, materials and labor to furnish and install riprap in accordance to MnDOT Specification 2511 (except as modified below), the detail in the plans, and as directed by the Engineer. All riprap used on project shall be field stone. No limestone will be allowed. Geotextile Fabric, Type IV shall be placed under riprap as shown on the detail in the plans and as directed by the Engineer. The fabric shall meet the requirements of MnDOT Specification 3733 and be paid separately under the Geotextile Fabric, Type IV item. 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”. 145 SC-42 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 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. Contractor shall construct a decorative two-foot wide shoulder using a hand trowel to smooth concrete “windows” in broom finished concrete, as shown in the plans and as directed by Engineer. Shoulder shall be placed at the edge of the concrete walk at locations when concrete walk is at the back of curb. All materials and labor to construct the shoulder shall be considered incidental to the unit bid price for 4” Concrete Walk and 6” Concrete Walk. 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 saw cutting 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. 146 SC-43 Replacement of curbs and driveway panels will be paid for under the bid items for 2531 Concrete Curb and Gutter Design B612, B618 or D412, Concrete Curb Design B6, and 6” or 8” Concrete Driveway Pavement. 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. Integral curb shall be measured as Remove Concrete Pavement as specified under that Section. 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. 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. 7” COMMERCIAL CROSS GUTTER DRIVEWAY (2531): The unit price bid per square yard for 7” Commercial Cross Gutter (High-Early Strength) shall be considered compensation in full to construct the cross gutter driveway in accordance with MnDOT Specifications, the detail in the plans, and as directed by the Engineer. As noted in the plans, or whenever the Engineer deems it necessary, the Contractor shall phase driveway and curb construction to accommodate access to businesses and handicapped residents. This will include multiple mobilizations to ensure adequate cure time on the concrete before placing traffic on it. All 7” Commercial Cross Gutter shall be High-Early strength concrete to allow traffic on driveway sooner than with standard concrete. Compliance with this requirement will not lessen the Contractor’s responsibility to warrant the work in accordance with these Specifications. Measurement shall be made on the actual square yards placed including the triangular area outside of the curb and gutter form the radii and reinforcement bars as detailed in the Plans. 147 SC-44 68. CONCRETE DRIVEWAY PAVEMENT (2531): The unit price bid per square yard for 6” Concrete Driveway Pavement and 8” Concrete Driveway Pavement (High-Early Strength) 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, 8-inch pavement shall be used on all commercial driveways. All reconstructed commercial driveways shall be constructed half at a time, unless otherwise directed by Engineer. 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. All 8” Concrete Driveway Pavement shall be High-Early strength concrete to allow traffic on driveway sooner than with standard concrete. 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 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. 148 SC-45 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 businesses or 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. 69. INSTALL SALVAGED MAILBOX AND SUPPORT (2540): The unit price bid to Install Salvaged Mailbox and Support shall be considered compensation in full to install each mailbox and support as directed by 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. 70. 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. 71. INSTALL SALVAGED LANDSCAPE MATERIALS (2540): The unit price bid to Install Salvage Landscape Materials (inclusive of plastic/brick/rock edging, boulders, 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. 149 SC-46 72. INSTALL SALVAGED CONCRETE PAVERS (WALK) (2540): The unit price bid to Install Salvaged Concrete Pavers (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, and edging to complete the Work to the Engineer’s satisfaction. 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. 73. FURNISH AND INSTALL CONCRETE PAVERS (WALK) (2540): The unit price bid to Furnish and Install Concrete Pavers (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 pavers, aggregate base and sand leveling course, foundation preparation, and edging to complete the Work to the Engineer’s satisfaction. 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. It shall be the Contractor’s responsibility to provide pavers matching color, size, quality and texture of the adjoining existing pavers and to the Engineer’s satisfaction. 74. 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. 75. 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. 150 SC-47 76. 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. Additionally, contractor shall provide and maintain traffic control devices for a detour of the Luce Line Trail, as shown in the Plans, and as directed by the engineer. Contractor shall submit a temporary traffic control plan two weeks prior to construction. In addition to traffic control devices as specified above, the contractor shall furnish a minimum of six (6) temporary traffic signs that read “ZANE AVE AND LINDSAY ST BUSINESS ACCESS” with arrows, as shown in the plans, to use at various locations within the vicinity of the project, as directed by the Engineer. 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 businesses and 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 businesses, deliveries, residents, property owners and emergency vehicles. Access shall include the maintaining of ingress and egress of businesses and private driveways, as well as maintaining temporary aggregate 151 SC-48 driveways, throughout construction except during Engineer approved 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 business’s and 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. Contractor shall provide traffic control and road closure for UPRR during UPRR’s crossing panel and signal work, and shall be considered incidental to the lump sum bid item for Traffic Control. 77. INSTALL SALVAGED SIGNS (2564): The unit price bid for Install Salvaged Signs (Type C, Street Name Signs or Type Special 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. 152 SC-49 78. 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. 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. 79. FURNISH AND INSTALL SIGN TYPE SPECIAL (2564): The unit price bid per square foot for sign panels of each type 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 153 SC-50 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. 80. TREES AND SHRUBS AS SPECIFIED (2571): Property owners 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 property owner 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 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.) 154 SC-51 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.) 81. 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. Where tree fencing and silt fence are placed in the same location, Contractor may utilize the same posts for both applications. 82. 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 hour 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 155 SC-52 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. 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. 83. 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, hydraulic mulch matrix, and seed. 156 SC-53 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:  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. Hydraulic Mulch Matrix (Hydroseeding): The unit price bid per SY of Hydraulic Mulch Matrix shall include 4” of topsoil and the slurry for hydroseeding, including fertilizer, seed, water and Type Hydraulic Mulch. The unit bid price shall be compensation in full to place and maintain per MnDOT specification and the Engineer’s satisfaction. Seed shall be in accordance with MnDOT 3876, mixture 25-131. Fertilizer shall be in accordance with MnDOT 3881 and be a slow-release nitrogen type, 157 SC-54 10-20-20. Type Hydraulic Mulch shall be in accordance with MnDOT 3884, Type B2. Construction requirements for Hydroseeding are as follows: 1. Apply slurry mixture over designated areas at a rate of 6,000 gallons per acre. 2. Apply seed uniformly by hydroseeding method. 3. Application rates for hydroseeding: a. Fertilizer: 75 lbs per 1000 gallons of slurry mix. b. Type Hydraulic Mulch Type B2: 350 lbs per 1,000 gallons of slurry mix. c. Water: 875 gallons per 1,000 gallons of slurry mix. 4. Work shall consist of establishing perennial ground cover by using hydroseeder to hydraulically apply seed, water, fertilizer, and type hydraulic mulch in one operation. 5. This item is in accordance with MnDOT Standard Specification 2575.3M – Rapid Stabilization Method with the following exceptions: a. The specified seed mixture, mixture 22-111, is not to be used for permanent stabilization. Contractor shall use seed mixture 25-131 in accordance with MnDOT 3876. b. Work shall be completed within 7 days of final grading. 6. Apply seed at a rate specified under MnDOT 3876, according to the specified seed mixture. Seeding The unit bid price per SY of Seeding shall include four inches (4”) of topsoil, fertilizer and seed. The unit bid price shall be compensation in full to place and maintain per MnDOT specification and the Engineer’s satisfaction. Seed shall be in accordance with MnDOT 3876, mixture 38-631, applied at a rate of 19.90 pounds/acre or 62 seeds per square feet. Fertilizer shall be in accordance with MnDOT 3881 and be a slow-release nitrogen type, 10 20 20. Rolled Erosion Prevention Products: Contractor shall furnish, install and maintain specified categories of rolled erosion prevention products as shown on the plans or directed by the Engineer. Use only natural fibers in the manufacture of netting and fill material, unless otherwise specified in the Plans or directed by the Engineer. 84. 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. 158 SC-55 85. 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 compensated for by the area in square yards of mulch material acceptably placed. 86. 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 or broken line multi comp shall be made on the basis of actual linear feet of painted line as noted in the Plan. Each thickness and line type shall be measured separately and paid for under separate bid items. Payment for pavement message multi comp shall be made on the basis of actua area of painted message as noted in the Plan. 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. 87. 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. 159 SC-56 88. 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 A or Bid Alternate B. 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. 89. SANITARY SEWER MAIN REPAIR: 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 link provided in the Maintenance of Existing City Utilities section of these Special Conditions. 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. 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 August 30, 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 property owners including residents located downstream to the nearest manhole, at least 24 hours in advance 160 SC-57 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. 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. 161 SC-58 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). 7. D-1784 – Standard Specification for Installation of Deformed Poly (Vinyl/Chloride) and Chlorinated Poly (Vinyl/Chloride) Components. 8. D-2122 – Method for Determining Dimensions of Thermoplastic Pipe and Fittings. 9. 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. 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 162 SC-59 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. 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 163 SC-60 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 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 164 SC-61 adverse effect is experienced by the property owner. 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. 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. 90. SANITARY SEWER SERVICE WYE SEALING VIA GROUT PACKER INJECTION METHOD (BID ALTERNATE A): 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. 165 SC-62 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 property owners, 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 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. 166 SC-63 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. 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 167 SC-64 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 property owners 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, 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 168 SC-65 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. 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). 169 SC-66 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. 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: 170 SC-67 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. 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. 171 SC-68 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 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, 172 SC-69 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. 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 sec)5/sec(20min1 sec60 )( )(ker/−++       =gpmRatePumping galSpaceVoidPacPipeofVolumeTimeGel ( )sec)5/sec(26sec20min1 sec60 )(3 )(3.−+=+       =gpm galTimeGel 173 SC-70 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 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 174 SC-71 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 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 175 SC-72 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 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. 91. SANITARY SEWER SERVICE WYE LINING (BID ALTERNATE B): 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. 176 SC-73 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 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. 177 SC-74 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 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. 178 SC-75 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 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. 179 SC-76 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. B. CIPP Liner Requirements: 1. Resin: 180 SC-77 (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 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. 181 SC-78 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 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. 182 SC-79 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. 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. 183 SC-80 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: 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. 184 SC-81 (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. 92. SANITARY SEWER SERVICE REPLACEMENT PROGRAM: Residential property owners 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 Project. The Zane Avenue and Lindsay Street Improvements 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. 93. 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. 185 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 ............................................................................... 12 186 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 ..................................................................... 24 187 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 ................................................................. 36 188 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 189 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 190 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. 191 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 192 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 193 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. 194 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. 195 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. 196 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. 197 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. 198 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. 199 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. 200 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. 201 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 202 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 203 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 204 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. 205 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. 206 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. 207 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 208 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. 209 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 210 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 211 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. 212 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 213 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 214 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 215 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. 216 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. 217 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 218 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. 219 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 220 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 221 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 222 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, 223 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. 224 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 - Geotechnical Investigation Appendix I - Suspension/Debarments Notice to Bidders Appendix J - State Funded Contract Special Provisions Division A - Labor Appendix K - Prevailing Wages for State Funded Construction Projects Appendix L - Notice of Truck Rental Rate Certification and Effective Date Appendix M - Union Pacific Railroad Pipeline Crossing Agreement 03328-47 Appendix N - Union Pacific Railroad Pipeline Encroachment Agreement 0783985 Appendix O - RailPros Project and Billing Form Appendix P - Union Pacific Railroad Third-Party Flagging Policy Appendix Q - Union Pacific Railroad Work Plan Form Appendix R- Union Pacific Railroad Guidelines for Track & Ground Monitoring Appendix S - Union Pacific Railroad Guidelines for Temporary Shoring Appendix T - Union Pacific Railroad Contractor Safety Requirements 225 Appendix A Technical Specifications and Planting Details for Furnishing and Installation of Trees and Shrubs 226 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. 227 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. 228 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. 229 Appendix B Construction Striper Operations Daily Log 230 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 10/15/16 231 Appendix C Asbestos and PCB Information Sheets 232 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 233 Appendix D Erosion Control Inspection Form 234 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.xlsx235 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.xlsx236 Appendix E Accessibility, Design, Policy and Implementation Manual for Public Rights-of-Way 237 A COPY OF THE COMPLETE MANUAL IS AVAILABLE AT THE OFFICE OF THE CITY ENGINEER 238 Appendix F Sewer/Water Utility – Tracer Wire Specification 239 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. 240 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. 241 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. 242 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. 243 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. 244 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) 245 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 246 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 247 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 248 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 249 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 250 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 251 Appendix G Online Bidding Instructions 252 How to Electronically Bid Projects for the City of Golden Valley For the Zane Avenue and Lindsay Street Improvements Project, 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. 253 - 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. 254 Appendix H Geotechnical Investigation 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 Appendix I Suspension/Debarments Notice to Bidders 300 MINNESOTA DEPARTMENT OF TRANSPORTATION NOTICE TO BIDDERS: SUSPENSIONS/DEBARMENTS THIS NOTICE APPLIES TO STATE-FUNDED AND FEDERALY-FUNDED PROJECTS Do not use suspended or debarred parties as subcontractors or material suppliers on this project! Both the federal government and the State of Minnesota suspend and debar vendors. Review the list of suspended and debarred vendors before submitting a bid or a request to sublet. If your bid is based on using a suspended or debarred vendor, you will not be entitled to additional compensation for replacing the suspended or debarred vendor with a qualified vendor. State Suspensions and Debarments The State of Minnesota’s list of suspended and debarred vendors is maintained by the Minnesota Department of Administration, Office of State Procurement, and can be found at this link: https://mn.gov/admin/osp/government/suspended-debarred/index2.jsp . This list includes parties suspended and debarred by the Minnesota Department of Transportation and the Minnesota Department of Administration. Federal Suspensions and Debarments The federal government maintains a searchable database of suspensions and debarments, called the System for Award Management (SAM), which is found at this link: https://www.sam.gov/SAM/ . You can use the “Search Records” function without registering for an account. September 29, 2023 301 Appendix J State Funded Contract Special Provisions Division A - Labor 302 7/13/2017 1 - A STATE FUNDED ONLY CONSTRUCTION CONTRACTS SPECIAL PROVISIONS DIVISION A - LABOR I. INTRODUCTION A. Policy Statement. It is in th e public interest that public buildings and other public works projects be constructed and maintained by the best means and the highest quality of labor reasonably available and that persons working on public works projects be compensated according to the real value of the services they perform.1 B. State Regulations Govern. This Contract is subject to the Minnesota Prevailing Wage Act2, Minnesota Fair Labor Standards Act 3, Minnesota Rules 4, Minnesota Department of Labor and Industry (MnDLI) Wage Decision(s), and the MnDLI Truck Rental Rate Schedule. C. Purpose . These provisions: (1) outline your obligations under state and federal laws, rules and regulations; (2) explain the requirements necessary to demonstrate compliance; and (3) explain the processes that the Department will undertake to ensure compliance. D. Questions or Resources . Please visit the Minnesota Department of Transportation (MnDOT) Labor Compliance Unit (LCU) website at: www.dot.state.mn.us/const/labor. II. DEFINITIONS Many of the terms used in these provisions are defined in MnDO T’s Standard Specifications for Construction,5 unless defined below. A. Apprentice . A Worker at least 16 years of age who is employed to learn an apprentice able trade or occupation in a registered apprentice ship program.6 B. Bona Fide . Made or carried out in good faith; authentic .7 C. Certified Payroll Report (CPR). A report comprised of two components; (1) a payroll report, and (2) a statement of compliance report.8 D. Contract or. An individual or business entity that is engaged in construction or construction service - related activities including trucking activities either directly or indirec tly through a Contract, or by Subcontract with the Prime Contractor, or by a further Subcontract with any other person or business entity performing Work.9 E. Employer. An individual, partnership, association, corporation, business trust, or othe r business entity that hires a Worker.10 F. Fringe Benefit. An employment benefit given in addition to a Worker’s wages or salary.11 G. Independent Truck Owner/Operator (ITO). An individual, partnership, or principal stockholder of a corporation who owns or holds a vehic le under lease and who contracts that vehicle and the owner’s services to an entity which provides construction services to a public works project.12 1 Minn. Stat. 177.41 2 Minn. Stat. 177.41 to 177.44 3 Minn. Stat. 177.21 to 177.35 4 Minn. R. 5200.1000 to 5200.1120 5 MnDOT Standard Specifications for Construction, Section 1103 6 Minn. Stat. 178.011, Subdivision 2 7 The American Heritage College Dictionary, Third Edition, 2000 8 Minn. R. 5200.1106, Subpart 10 9 Minn. R. 5200.1106, Subpart 2(D) 10 Minn. Stat. 177.42, Subdivision 7 11 The American Heritage College Dictionary, Third Edition, 2000 12 Minn. R. 5200.1106, Subpart 7(A) 303 7/13/2017 2 - A H. Journeyworker. A person who has attained a level of skill, abilities, and competencies recognized within and industry as having mastered the skills and competencies required for the trade or occupation.13 I. Prime Contract or. An individual or business entity that enters into a Contract with the Department.14 J. Subcontract. A Contract that assigns some obligations of a prior Contract to another party.15 K. Substantially In Place . Mineral aggregate is deposited on the project site directly or through spreaders where it can be spread from or compacted at the location where it was deposited.16 L. Total Prevailing Wage Rat e . The sum of the prevailing hourly “basic” and “fringe” rate that is established in a Wage Decision. M. Trucking Broker (Broker). An individual or business entity, the activities of which include, but are not limited to: contracting to provide trucking s ervices in the construction industry to users of such services, contracting to obtain such services from providers of trucking services, dispatching the providers of the services to do Work as required by the users of the services, receiving payment from the users in consideration of the trucking services provided, and making payment to the providers for the services.17 N. Trucking Firm/Multiple Truck Owner (MTO). Any legal business entity that owns more than one vehicle and hires the vehicles out for ser vices to Trucking B rokers or Contractors on public works projects.18 O. Truck Rental Rate Schedule . A document prepared by the MnDLI through a Contractor survey process that identifies the required hourly Total Prevailing Wage Rate and operating cost for various type s of trucks that perform hauling activities (Work) under a Contract that is funded in whole or in part with state funds.19 P. Wage Decision. A document prepared by the MnDLI through a Contractor survey process that identifies the required hourly basic rate of pay and hourly Fringe Benefits for various labor classifications that perform Work under a Contract that is funded in whole or in part with state funds.20 Q. Work (Work ). All construction activities associated with a public works project, including any required hauling activities on-the -site -of or to-or -from a public works project and conducted purs uant to a Contract, regardless of whether the construction activity or Work is performed by the Prime Contractor, subcontractor, Trucking Broker , Trucking Firm (MTO), ITO, independent contractor , or employee or agent of any of the foregoing entities .21 R. Worker (Laborer or Mechanic ). A Worker in a construction industry labor class identified in or pursuant to Minnesota Rules 5200.1100, Master Job Classifications.22 III. APPLICATION & UNDERSTANDING A. Provisions & Prevailing Wage Rates Apply. These provisions, along with the prevailing Wage Decision (s) that are incorporated into the Contract, apply to all Contractor s contracting to do all or part of the Work.23 13 Minn. Stat. 178.011, Subdivision 9 14 Minn. R. 5200.1106, Subpart 2(C) 15 The American Heritage College Dictionary, Third Edition, 2000 16 Minn. R. 5200.1106, Subpart 5(C) 17 Minn. R. 5200.1106, Subpart 7(C) 18 Minn. R. 5200.1106, Subpart 7(B) 19 Minn. R. 5200.1105 20 Minn. R. 5200.1020 to 5200.1060 21 Minn. R. 5200.1106, Subpart 2(A) 22 Minn. R. 5200.1106, Subpart 5(A) 23 Minn. Stat. 177.44, Subdivision 1 304 7/13/2017 3 - A B. Truck Rental Rates Apply. The Truck Rental Rate Schedule inco rporated into the Contract applies to all hired trucking entities that perform covered hauling activities related to the project.24 C. Prevailing Wage Terms Must Be Included in All Contracts . The Prime Contractor is required to ensure that all subcontractor s performing Work receive the Contract Wage Decision(s), Truck Rental Rate Schedule, and a copy of these provisions with their written Subcontracts, agreements and/or purchase orders .25 D. Responsible for Understanding All Requirements . Each Contractor is responsible for understanding all laws, rules, regulations, plans , and specifications that are incorporated physically, or by reference, into the Contract.26 E. E-Verify. For services value d in excess of $50,000, the Contractor certifies that as of the date of services performed on behalf of State, the Contractor will have implemented or be in the process of implementing the federal E-Verify program for all newly hired employees in the Unite d States who will perform work under the contract. The Prime Contractor is responsible to collect all subcontractor certifications and may do so utilizing the E-Verify Subcontractor Certification Form available at http://www.mmd.admin.state.mn.us/doc/EverifySubCertForm.doc . All subcontractor certifications must be kept on file with the Prime Contractor and made available to the State upon request. IV. VENDOR REGISTRATION Vendor Registration Required. A Contractor that performs Work, supplies material, or product must be registered with MnDOT. The Contractor must complete and submit a vendor form 27 to the MnDOT LCU 28, along with all applicable documentation that is required. This registration process is separate and distinct from other state agency requirements . V. LABOR CLASSIFICATIONS A. Labor Classification Assignment. A Worker must be paid at least the Total Prevailing Wage Rate in the same or most similar trade or occupation.29 To determine the appropriate labor classification for a Worker, a Contractor must refer to the Wage Decision(s) incorporated into the Contract, the labor classification descriptions for laborers and special crafts established in Minnesota Rules or the United States Department of Labor’s Dictionary of Occupational Titles.30 B. Labor Classification Clarification & Disputes . A Contractor needing assistance in determining a labor classification must submit a Classification Cla rification Request 31 to the MnDOT LCU for a written de cision . If the Contractor chooses to contest the classific ation assignment, it must provide writt en notice to the MnDOT LCU. The MnDOT LCU will forward the matter to the MnDLI for a final ruling. C. Performing Work in Multiple Labor Classifications . For Workers performing Work in multiple labor classifications , the Contractor must compensate at a minimum the Total Prevailing Wage Rate, and report the hours worked, in each applicable labor classification .32 VI. WAGE DECISION(S) & WAGE RATE(S) A. Applicability of a Highway and Heavy Wage Decision. A highway and heavy Wage Decision applies to a Worker that is engaged in a construction activity or performing Work to construct or maint ain a highway or other public works project, such as a road, street, airport runway, bridge, 24 Minn. Stat. 177.44, Subdivision 3 25 MnDOT Standard Specifications for Construction, Section 1801 26 MnDOT Standard Specifications for Construction, Section 1701 27 www.dot.state.mn.us/const/labor/documents/forms/contractorform2016.pdf or www.dot.state.mn.us/const/labor/documents/forms/truckvendorform2016.pdf 28 lcusupport.dot@state.mn.us 29 Minn. Stat. 177.44, Subdivision 1 30 Minn. R. 5200.1101 and 1102 and US DOL Dictionary of Occupational Titles 31 http://www.dot.state.mn.us/const/labor/documents/forms/classification-clarification-request.pdf 32 Minn. Stat. 177.44, Subdivision 1 305 7/13/2017 4 - A power plant, dam or utility 33 that is external to a sheltered enclosure (structure ). This includes , but is not limited to , the following Work: site clearing; grading; excavating backfilling; paving; curbs; gutters; sidewalks; culverts; bridges; lighting systems; traffic management systems; installing of utilities out from an exterior meter; fuel islands; communication towers; or other a ctivities similar to highway and/or heavy Work. B. Applicability of a Commercial Wage Decision. A commercial Wage Decision applies to a Worker that is engaged in a constr uction activity or performing Work to construct a sheltered enclosure (structure) with walk-in access for the purpose of housing persons, mac hinery, equipment or supplies.34 This includes , but is not limited to, the following Work: constructing foundations , aprons, stoops; framing walls; installing windows, doors, tiling, plumbing, electrical, HVAC systems; roofing; installing utilities into the building from an exterior meter. C. Pay According to Wage Decision(s). 1. Contract with One Wage Decision. If the Contract contains one Wage Decision, the Contractor must examine the Wage Decision and compensate the Worker at a minimum the Total Prevailing Wage Rate for the appropriate labor classification(s). 2. Contract with Multiple Highway/Heavy Wage Decisions . If the Contract contains multiple High way/Heavy Wage Decisions, the Contractor must examine each Wage Decision and compensate the Worker, at a minimum, the Total Prevailing Wage Rate that is the greatest 35 for the appropriate labor classification(s). 3. Contract with Highway/Heavy and Commercial Wage Decision(s). If the Contract contains a Highway/Heavy and Commercial Wage Decision(s), the Contractor must first determine which Wage Decision is applicable to the Worker. The Contractor must then compensate the Wor ker, at a minimum , the Total Prevailing Wage Rate for the appropriate labor classification(s). D. Must Pay Total Prevailing Wage Rate . A Contractor must compensate each Worker, at a minimum, the Total Prevailing Wage Rate(s) for all hours worked on the project for the appropriate labor classification(s).36 E. Missing Wage Rate . If a Wage Decision fails to include a wage rate for a labor classification (s) that will be utilized on a project, the Contractor must obtain a wage rate prior to furnishing an estimate, quote or bid.37 1. Wage Rate Request. A Contractor must complete a Request for Rate Assignment form 38 and submit it to the MnDOT LCU 39 for processing. 2. No Contract Price Adjustment for Missing Wage Rate . If MnDLI determines that a higher wage rate applies, the Department will not reimburse the Contractor. F. Salaried Work er. A salaried Worker is not exempt from these Provisions . A Contractor must convert the Worker’s salary to an average hourly rate of pay by dividing the Worker’s salary by the total number of hours Worked (government and non-government) during the pay period.40 A salaried Worker must be included on a CPR. G. Reduction in Standard (Private ) Contract ual Regular Rate of Pay Prohibited. A Contractor must not reduce a Worker’s standard, c ontractual regular rate of pay when the prevailing wage rate(s) certified by the MnDLI is less.41 33 Minn. R. 5200.1010, Subdivision 3 34 United States Department of Labor All Agency Memorandum #130 35 Minn. Stat. 177.44, Subdivision 4 36 Minn. Stat. 177.44,Subdivision 1 37 Minn. R. 5200.1030, Subpart 2a(C) 38 http://www.dot.state.mn.us/const/labor/documents/forms/request -for -rate -assignment.doc 39 lcusupport.dot@state.mn.us 40 Refer to Appendix A 41 Minn. Stat. 181.03, Subdivision 1(2) 306 7/13/2017 5 - A H. Prohibited Payment Practices . A Contractor is prohibited from taking (accepting) a rebate for the purpose of reducing or otherwise decreasing the value of the compensation paid. I. Prohibited Deductions . No deductions, direct or indirect, may be made for the items listed below which when subtracted from wages would reduce the wages below Minnesota’s minimum wage rate as established in section 177.24 42 1. Uniforms . P urc hased or rented uniforms or specifically designed clothing that is required by the Employer, by the nature of employment, or by statute , or as a condition of employment, which is not generally appropriate for use except in that employment. 2. Equipment. P urchased or rented equipment used in employment, except tools of a trade, a motor vehicle, or any other equipment which may be used outside the employment. The cost of the Worker’s use of equipment used outside of employment, such as tools, a motor vehicle, cell phone, may be deducted only if an agreement between the Employer and employee existed prior to the deduction. 3. Supplies . Consumable supplies required in the course of employment. 4. Travel Expenses. Travel expenses in the course of employment except those incurred in traveling to and from the employee’s residence and place of employment. VII. HOURS OF WORK A. Work Performed Under the Contract . A Worker performing Work is subject to prevailing wage for all hours associated with the Contract 43, unless the Worker is exempt under state law.44 B. Wait Time Subject to Prevailing Wage . A Worker who is required to remain on the project and is waiting to Work because of the fault of the Contractor is considered “engaged to wait” and subject to prevailing wage for the time spent, unless the Worker is completely relieved of duty and free to leave the project for a defined period of time. VI II. FRINGE BENEFITS A. Funded Fringe Benefit Plan Criteria. In order for a funded Fringe Benefit (e.g., health/medical insurance, disability insurance, life insurance, pension, etc.) to be considered and creditable towards the Total Prevailing Wage Rate it must be :45 1. a contribution irrevocably made by a Contractor on behalf of an Worker to a financially responsible trustee, third person, fund, plan, or program; 2. carried out under a financially responsible plan or program; 3. legally enforceable; 4. communicated in writing to the Worker ; and 5. made available to the Worker once he/she has met all eligibility requirements. B. Unfunded Fring e Benefit Plan Criteria. In order for a unfunded Fringe Benefit (e.g., vacation, holiday, sick leave, etc.) to be considered and creditable towards the Total Prevailing Wage Rate it must be:46 1. reasonably anticipated to provide a benefit; 2. a commitment tha t can be legally enforced; 42 Minn. Stat. 177.24, Subdivision 4(1 -4 ) 43 Minn. Stat. 177.44, Subdivision 1 44 Minn. Stat. 177.44, Subdivision 2 or Minn. R. 5200.1106, Subpart 4 45 Minn. Stat. 177.42, Subdivision 6 46 Minn. Stat. 177.42, Subdivision 6 307 7/13/2017 6 - A 3. carried out under a financially responsible plan or program; 4. communicated in writing to the Worker; and 5. made available to the Worker once he/she has met all eligibility requirements. C. Fringe Benefit Contributions for Hours Work ed. A Contractor that provides Fringe Benefits to a Worker must make contributions , not less than quarterly 47, for all hours worked,48 inclu ding overtime hours , unless it’s a defined benefit or contribution plan that provides for immediate participation and immediate or essentially immediate vesting (see subpart D 2 of this section). D. Hourly Fringe Benefit Credit. An hourly Fringe Benefit credit toward the Total Prevailing Wage Rate must be determined separately for each Worker based on one or more of the following methods: 1. Monthly, Quarterly or Annual C omputation Methods . A Contractor must compute its monthly, quarterly or annual cost of a particular Fringe Benefit and divide that amount by the estimated total number of hours worked (government and non-government) during the time frame used.49 Typical plan s that require monthly, quarterly or annual computations include but are not limited to: health/medical insurance , disability insurance , life insurance, vacation, holiday, sick leave and defined benefit or contribution pension plans that do not provide for immediate participation and immediate or essentially immediate vesting. 2. Fringe Benefit Credit not Requiring Monthly, Quarterly or Annual Computation Methods . A defined benefit or contribution pension plan that allows for a higher hourly rate of contribution for government work (prevailing wage) than non-government (non-prevailing wage) will be fully credited only if the plan provides for immediate participation and immediate or essentially immediate ve sting. E. Wage s In Lieu of Fringe Benefits . A Contractor that does not provide full Fringe Benefits must compensate a Worker the difference between the Total Prevailing Wage Rate and the rate actually paid for the appropriate labor classification(s). The c ompensation paid is considered wages and subject to tax liabilities. 1. Overtime . The cash equivalent (wage s paid) made in lieu of Fringe Benefits is excluded from the overtime calculation requirement, unless the cash equivalent (wage s paid) is part of the Worker’s standard straight time wage . F. Administrative Costs Not Creditable . Administrative expenses incurred by a Contractor in connection with the administration of a Bona Fide Fringe Benefit plan are not creditable towards the Total Prevailing Wage Ra te. G. Federal, State & Local Fringe Benefit Credit Prohibited. No credit is allowed for benefits required by federal, state or local law, such as: worker’s compensation, unemployment compensation, and social security contributions.50 IX. OVERTIME A. Overtime after 8 Hours per Day or 40 Hours per Week. A Contractor must not permit or require a Worker to work longer than the prevailing hours of labor unless the Worker is paid for all hours in excess of the prevailing hours at a rate of at least 1.5 times the hourly basic rate of pay.51 The prevailing hours of labor is defined as not more than 8 hours per day and more than 40 hours per week.52 47 29 CRF, Part 5.5(a)(1)(i) 48 Government and non-government Work 49 Refer to Appendix B 50 Minn. Stat. 177.42, Subdivision 6 51 Minn. Stat. 177.44, Subdivision 1 and Refer to Appendix D 52 Minn. Stat. 177.42, Subdivision 4 308 7/13/2017 7 - A B. Wages in Lieu of Fringe Benefits Overtime. Wages paid in Lieu of Fringe Benefits must be paid for all hours worked under the contract. C. Multiple Labor Classifications and Overtime . A Worker employed in multiple labor classifications throughout a workweek must be compensated at the applicable labor classification overtime rate in effect during the hours worked in excess of 8 hours per day or 40 hours per week. D. Federal Fair Labor Standards Act (FLSA) and Overtime . A Contractor subject to the FLSA may be subject to additional overtime compensation requirements. X. PAYROLLS AND STATEMENTS A. Reporting . Each Contractor that is performing Work must submit a CPR(s) to the Department. 1. Payroll Report (Paper). Each Contractor performing Work must submit a paper (written) payroll report to the Department. The payroll report is available on the MnDOT LCU website.53 2. Statement o f Compliance (Paper). Each Contractor ’s paper (written) payroll report must include a paper (written) “Statement of Compliance Form”. The “Statement of Compliance Form” must: (1) state whether or not Fringe Benefits are provided to a Worker; (2) provide a description of ea ch benefit, the hourly contribution made on behalf of each Worker, along with fund/plan information; and (3) a signature attesting that the payroll and Fringe Benefit information provided is truthful and accurate.54 3. Electronic Reporting . If the Contract is subject to electronic reporting, each Contractor performing Work must submit a CPR(s) using the AASHTOWare , Civil Rights Labor (CRL) system. Refer to the Special Provisions Division S – “Electronic Submission of Payrolls and Statement s” which is incorporated into and found elsewhere in the Contract for detailed requirements. B. Biweekly Payroll Reporting and Payment of Wages . A CPR(s) must be submitted no later than 14 calendar days after the end of each Contractor ’s pay period 55 to the Department. A Contractor must pay its employees at least once every 14 calendar days.56 C. Payroll Report Data. Each payroll report must include all Workers that performed Work and provide at a minimum the following information:57 1. Contractor’s name, addres s, and telephone number. 2. State project number . 3. Contract number (if applicable). 4. Project number. 5. Payroll report number . 6. Project location . 7. Workweek end date . 8. Each Worker’s name, home address, and social security number .58 9. Labor classification(s) title (s) and optional three -digit code for each Worker. 53 www.dot.state.mn.us/const/labor/certifiedpayroll.html 54 Minn. R. 5200.1106, Subpart 10 55 Minn. Stat. 177.43, Subdivision 3 56 Minn. Stat. 177.30 (a)(4) 57 Minn. Stat. 177.30 (a)(1-4) and Minn. R. 5200.1106, Subpart 10 58 Minn. R. 5200.1106, Subpart 10A & Minn. Stat. 13.355, Subdivision 1 309 7/13/2017 8 - A 10. Hours worked daily and weekly in each labor classification, including overtime hours, for each Worker. 11. Wage rate paid to each Worker for straight time and overtime . 12. Authorized legal deductions for each Worker. 13. P roject gross amount, weekly gross amount, and net wages paid to each Worker. D. Prime Contract or to Ensure Compliance . The Prime Contractor must review the CPR(s) submitted by each lower tier Contractor and sign the “Statement of Compliance Form”.59 The Prime Contractor must ensure that each lower tier Contractor’s CPR(s) include all Workers that performed Work and accurately reflect labor classifications, hours worked, regular and overtime rates of pay, gross earnings for the project and Fringe Benefits.60 E. Retention of CPR(s ). The Prime Contractor must keep its written CPR(s), inclu ding those of all lower tier Contractor s, for three (3) years after the final payment is issued.61 F. Retention of Employment -Related Records. Each Contractor must ke ep employee records , includ ing , but not limited to: Fringe Benefit statements, time cards, payroll ledgers, check registers and canceled checks 62 for at least three (3) years after the final payment is issued.63 Other laws may have longer retention requirements. G. Detailed Earning Statement. At the end of each pay period, each Contractor must provide every Worker, in writing or by electronic means , an accurate, detailed earnings statement.64 H. Reports and Records Request . Upon a request from the Department, the Prime Contractor must promptly furnish copies of CPR(s) for its Workers and those of all lower tier Contractors, along with employment-related records, documents , and agreements that the Department considers necessary to dete rmine compliance.65 XI. APPRENTICES, TRAINEES AND HELPERS A. Apprentice . An Apprentice will be permitted to Work at less than the prevailing basic hourly rate only if the Apprentice is : 1. Registered with the U.S. D epartment of Labor (DOL), Bureau of Apprentice ship and Training or MnD LI Division of Voluntary Apprentice ship.66 2. P erforming Work of the trade , as described in the apprentice ship agreement. 3. Compensated according to the rate specified in the progra m for the level of progress.67 4. Supervised by a Journeyworker from the same c ompany, in accordance with the program ratio requirements .68 B. Ratio Requirement. If an approved apprentice ship program fails to define a ratio allowance, the first Apprentice must be supervised by a Journeyworker within the same trade or occupation. Any subsequent Apprentice must be supervised by an additional three Journeyworkers.69 59 MnDOT Standard Specifications for Construction, Section 1701 60 MnDOT St andard Specifications for Construction, Section 1801 61 Minn. Stat. 177.30 (a)(5) 62 Minn. R. 5200.1106, Subpart 10 63 Minn. Stat. 177.30 (a)(5) 64 Minn. Stat. 181.032 65 Minn. Stat. 177.44, Subdivision 7 ; Minn. Stat. 177.33(a)(5) 66 Minn. R. 5200.1070, Subpart 1 67 Minn. R. 5200.1070, Subpart 1 and Refer to Appendix C 68 Minn. Stat. 178.036, Subdivision 5 69 Minn. Stat. 178.036, Subdivision 5 310 7/13/2017 9 - A C. Failure to Comply with Apprentice ship Requirements . If a Contractor fails to demonstrate compliance with the terms established in this section, the Contractor must compensate the Apprentice not less than the applicable Total Prevailing Wage Rate for the actual classification of labor performed.70 D. Trainee and Helper. A trainee or helper is not exempt from prevailing wage under state law. The Contractor must assign the trainee or helper a labor classification that is the "same or most similar"71 and compensate the trainee or helper for the actual Work performed regardless of the trainee’s or helper’s skill level. XII . INDEPENDENT CONTRACTORS, OWNERS, SUPERVISORS, AND FOREM AN A. Independent Contract or. An independent contractor (IC) that is not an Independent Truck Owner/Operator (ITO), who is performing Work must be properly classified and compensated.72 The IC must submit a CPR(s) to the Department. If the IC does not receive an hourly wage, but instead a weekly, biwe ekly, monthly or quarterly distribution for performance, the IC must calculate its hourly rate of pay by dividing the weekly, biweekly, monthly, or quarterly company distribution by all hours worked during that time frame and report the information on a CPR . If necessary, the Department may request documentation from the IC to determine how the hourly wage rate was ca lcu lated.73 B. Owners, Supervisors and Foreman. An owner, supervisor, or foreman performing Work is subject to prevailing wage and must be properly classified, compensated and reported.74 XIII. TRUCKING A. Covered Hauling Activities . A Contractor must ensure that all Workers, including hired Trucking Broker s, MTOs and ITOs are paid the applicable Tota l P revailing Wage Rate or truck rental rate for the following Work: 1. The hauling of any or all stockpiled or excavated materials on the project work site to other locations on the same project even if the truck leaves the work site at some point.75 2. The delivery of materials from a non-commercial establishment to the project and the return haul to the starting location either empty or loaded.76 3. The delivery of materials from another construction project site to the public works project and the return haul, either empty or loaded. Construction projects are not considered commercial establishments .77 4. The hauling required to remove any materials from the project to a location off the project site and the return haul, either empty or loaded from other than a c ommercial establishment.78 5. The delivery of materials or products by trucks hired by a Contractor , subcontractor, or agent thereof, from a commercial establishment.79 6. The delivery of sand, gravel, or rock, by or for a commercial establishment, which is deposited “substantially in place,” either directly or through spreaders from the transporting vehicles is work under the contract. In addition, the return haul to the off -site facility empty or loaded is also considered work under the contract.80 70 Minn. R. 5200.1070, Subpart 3 71 Minn. Stat. 177.44, Subdivision 1 72 Minn. Stat. 177.44, Subdivision 1 73 Minn. Stat. 177.30(a)(5); Minn. Stat. 181.723 74 Minn. Stat. 177.44, Subdivision 1 75 Minn. R. 5200.1106, Subpart 3B(1) 76 Minn. R. 5200.1106, Subpart 3B(2) 77 Minn. R. 5200.1106, Subpart 3B(3) 78 Minn. R. 5200.1106, Subpart 3B(4) 79 Minn. R. 5200.1106, Subpart 3B(5) 80 Minn. R. 5200.1106, Subpart 3B(6) 311 7/13/2017 10 - A B. Hauling Activities Not Subject to Prevailing Wage or Truck Rental Rates . A Contractor may exclude a Worker, including hired Trucking Brokers, MTOs and ITOs from prevailing wage or truck rental rates for the Work described in (1-2) of this section. However, this Work may be considered hours worked and subject to standard compensation pursuant to the Minnesota Fair Labor Standards Act. 1. The delivery of processed or manufactured goods to a public works project by the employees of a commercial establishment including truck owner -operators hired by and paid by the commercial establishment, unless it is the delivery of mineral aggregate that is incorporated into the work under the contract by depositing the material substantially in place.81 2. The delivery of oil o ffsite, as an example, to a Prime Contractor ’s permanent (commercial) asphalt mixing facility that is not to, from, or on the project Work site.82 C. Repair, Maintenance & Waiting to Load Time . An ITO and MTO must be paid the truck rental rate for time spent repairing or maintaining the truck owner -operator’s equipment, and for waiting to load or unload if the repair, maintenance, or wait time is the fault of the Trucking Broker, Contractor, its agent or employees.83 D. Month End Truck ing Report . A Contractor that acquires the services of an ITO or MTO must submit a “MnDOT – MTO and/or ITO Month-End Trucking Report”, and a “MnDOT – Month-End Trucking Statement of Compliance Form” to the Department for each month hauling activities a re performed under the Contra ct.84 The forms are available on the MnDOT LCU website.85 E. Broker Fee . A truck broker contracting to provide trucking services directly to a prime contractor or subcontractor is allowed to assess a broker fee . XIV. OFF-SITE FACILITIES A. Off-Site Facility Activities Subject to Prevailing Wage . A Contractor must ensure that all Workers performing Work at a covered off-site facility are paid the applicable Total P revailing Wage Rate for the following Work: 1. The processing or manufacturing of material at a Prime Contractor ’s off -site facility that is not a separately held commercial establishment.86 2. The processing or manufacturing of material at an off -site facility that is not considered a commercial establishment.87 B. Off-Site Facility Activities Not Subject to Prevailing Wage . A Contractor may exclude a Worker from prevailing wage for the following work: 1. The processing or manufacturing of material or products by or for a commercial establishment.88 2. The work performed by Workers employed by the owner or lessee of a gravel or borrow pit that is a commercial establishment, even if the screening, washing or crushing machines are portable.89 XV. SUB CONTRACTING PART OF THE CONTRACT 81 Minn. R. 5200.1106, Subpart 4(C) 82 J.D. Donovan, Inc. vs. Minnesota Department of Transportation, 878 N.W.2d 1 (2016) 83 Minn. R. 5200.1106, Subpart 8(A)(1) 84 Minn. R. 5200.1106, Subpart 10 85 http://www.dot.state.mn.us/const/labor/forms.html 86 ALJ Findings of Fact, Conclusions of Law, and Recommendation, Conclusions (7), Case #12-3000 -11993 -2 87 Minn. R. 5200.1106, Subpart 3(A) 88 Minn. R. 5200.1106, Subpart 4(A) 89 Minn. R. 5200.1106, Subpart 4(B) 312 7/13/2017 11 - A The Prime Contractor must include the Contract Special Provisions, Wage Decision (s) and Truck Rental Rate Schedule in all Subcontracts, agreements and purchase orders with lower tier Contractors.90 This requirement also applies to all lower tier subcontractor s. XVI . SITE OF WORK REQUIREMENTS A. Poster Board. The Prime Contractor must construct and display a poster board containing all required posters. The poster board must be accurate, legible, and accessible to all project Workers from the first day of Work until the project is one hundred percent (100%) complete.91 A poster board at an off-site location , or inside a construction trailer , does not meet this requirement. B. How to Obtain a Poster Board. The Prime Contractor may obtain the required posters and the necessary contact information that is required to be inserted on each poster by visiting the MnDOT LCU website.92 C. Employee Interviews. The Contractor must permit representatives from the Department or other governmental entities 93 to interview Workers at any time during working hours on the project.94 XVII. CHILD LABOR A. No Work er under the Age of 18 . No Worker under the age of 18 is allowed to perform Work on a P roject Site , except pursuant to Section XVII B below .95 B. Parent al Supervision. A Worker under the age of 18 may perform Work on a P roject Site if all of the following criteria are met: 1. The Contractor (Employer ) is not subject to FLSA . 2. The Worker is employed in a corporation owned solely by one or both parents . 3. The Worker is supervised by the parent(s). 4. The Worker is not working in a hazardous occupation.96 C. Removal of Minor from Project . The Engineer or inspector may remove a Worker that appears to be under the age of 18 from the P roject Site until the Contractor or Worker can demonstrate proof of age and compliance with all applicable federal and state regulations.97 XVIII. NON-COMPLIANCE AND ENFORCEMENT A. Case -by-Case Enforcement. The Department has the authority to enforce the prevailing wage law on a case-by-case.98 B. Prime Contract or Responsible for Unpaid Wages . The Prime Contractor will be held liable for any unpaid wages to its Workers or those of any lower tier Contractor .99 C. Enforcement Options . If evidence shows that a Contractor has violated prevailing wage requirements , or these Special Provisions , the Department may, after written notice, implement one or more of the following: 90 MnDOT Standard Specifications for Construction, Section 1801 91 Minn. Stat. 177.44, Subdivision 5 92 www.dot.state.mn.us/const/labor/posterboards 93 Mn DLI, U.S. DOL, , U.S. Department of Transportation, Federal Highways Administration 94 Mn DOT Standard Specifications for Construction, Section 1511 95 Minn. R. 5200.0910, Subpart F; 29 CFR Part 570.2(a)(ii) 96 Minn. R. 5200.0930, Subpart 4 97Minn. Stat. 181A.06, Subdivision 4; MnDOT Standard Specifications for Construction, Section 1701 98 See International Union of Operating Engineers, Local 49 v. MnDOT, No. C6 -97 -1582, 1998 WL 74281, at *2 (Minn. App. Feb. 24, 1998) 99 MnDOT Standard Specifications for Construction, Section 1801 313 7/13/2017 12 - A 1. Withholding Payment. The Department may withhold from the Prime Contractor payments relating to prevailing wage underpayments .100 2. Non-Responsible Contract or. The Department may reject a bid from a Prime Contractor that has received two (2) or more Determination Letters within a three (3) year period from the Department finding an underpayment by the Contractor to its own employees .101 3. Default . The Department may take the prosecution of the Work out of the hands of the Prime Contra ctor, place the Contractor in default, and terminate the Contract for failure to comply.102 4. Suspension or Debarment. The Department may refer violations and matters of non- compliance by a Contractor to the Minnesota Department of Administration for suspens ion or debarment proceedings .103 5. County Attorney. The Department may refer suspected criminal viola tions by Contractor to the appropriate local county a ttorney for prosecution.104 6. Financial Penalties . Any Contractor who violates the state prevailing wage law is guilty of a misdemeanor and may be fined not more than $300 or imprisoned not more than 90 days or both. Each day that the violation continues is a separate offense.105 A Contractor may be fined up to $1,000 for each failure to maintain records.106 7. False Claims Act Violation. All requir ed payroll and certification reports are legal documents; knowing falsification of the documents by a Contractor may result in civil action and/or criminal prosecution 107 and may be grounds for debarment proceedings.108 8. Compliance Order. The Department may request that MnDLI issue a compliance order to a Contractor for violations of the state prevailing wage law . If the Contractor is found to have committed a violation, liquidated damages and other costs may be assessed against the Employer.109 9. Private Right o f Action . The Department may direct an employee to pursue a civil action in district court against its Employer for failure to comply with the proper payment of wages.110 If the Employer is found to have committed a violation, liquidated damages and other costs may be assessed against the Employer .111 10. Fringe Benefits ; Misdemeanor. A Contractor that is obligated to deposit Fringe Benefit contributions on behalf of a Worker into a financially responsible trustee, third pers on, fund, plan, or program and fails to make timely contributions is guilty of a gross misdemeanor or other violations under federal law. 112 100 MnDOT Standard Specifications for Construction, Section 1906 101 Minn. Stat. 16C.285 102 MnDOT Stan dard Specifications for Construction, Section 1808 103 Minn. R. 1230.1150, Subpart 2(A)(4) 104 Minn. Stat. 177.44, Subdivision 7 105 Minn. Stat. 177.44, Subdivision 6 106 Minn. Stat. 177.30(b) 107 Minn. Stat. 15C.02; , Minn. Stat. 161.315; Minn. Stat. 177.32; Minn. Stat. 177.43, Subdivision 5, Minn. Stat. 609.63 108 Minn. Stat. 161.315 and Minn. Stat. 609.63 109 Minn. Stat. 177.43, Subdivision 6a 110 Minn. Stat. 177.27, Subdivision 8 111 Minn. Stat. 177.27, Subdivision 10 112 Minn. Stat. 181.74, Subdivision 1 314 7/13/2017 1 - A THE FOLLOWING APPENDICES ARE FOR EXPLANATORY PURPOSES ONLY. FOR SPECIFIC QUESTIONS, PLEASE CONTACT LCU.113 APPENDIX A SALARIED WORK ER WAGE COMPUTATION Salaried Work ers . In order to conve rt the Worker’s salary into an hourly rate of pay, divide the employee’s weekly, bi-weekly or monthly earnings by the total number of hours Worked (government and non-government), including overtime hours for the time period used.114 $800.00 (weekly s alary) / 40 (total weekly hours) = $20.00 $1,600.00 (bi-weekly salary) / 80 (total bi-weekly hours) = $20 .00 $3,200.00 (monthly salary) / 160 (total monthly hours) = $20.00 APPENDIX B FRINGE BENEFIT CREDIT Fringe Benefit Credit Calculation. The Employer contributes monthly ($600.00) for medical insurance on behalf of a Worker. In order to calculate the projected hourly credit that the Employer can take, the Employer should: (1) add the monthly contributions for each Worker, (2) multiply by twelve (12) months , and (3) divide the total cost of the benefit by the total hours worked (government and non-government)115 (see annual example below). Quarterly and monthly examples are also provided. Annual: ($6 00.00) x (12 months) = $7,200.00 ($7,200.00) / (2080 hours) = $3.46 per hour credit Quarterly: ($6 00.00) x (3 months) = $1,800.00 ($1,800.00) / (520 hours) = $3.46 per hour credit Monthly: ($6 00.00) x (1 month) = $600.00 ($600.00) / (173 hours) = $3.47 per hour credit End of Year Self-Audit. At the end of the calendar year, the Contractor must conduct an audit to determine if the hourly fringe benefit credit taken for each Worker wa s accurate. The Contractor must calculate the total annual fringe benefits paid on behalf of each Worker and divide that amount by the total number of hours worked (government and non-government) by that Worker. If the hourly fringe benefit credit was less than what was reported on a CPR, the contractor must compensate the Worker the hourly difference , multiplied by the total hours worked under the Contract. APPENDIX C APPRENTICE RATE OF PAY State Requirements . The Apprentice must be compensated according his/her level of progress, which is expr essed as a percentage of the Journeyworker wage that is established in the program. Journeyworker Wage Established in Program = $25.00 Apprentice Level of Progress = 60% ($25.00) * (.60) = $15.00 113 lcusupport.dot@state.mn.us or (651) 366-4238 114 United States Department of Labor Field Operation Handbook, Section 15f08 115 United States Department of Labor Field Operation Handbook, Section 15f12 315 7/13/2017 2 - A APPENDIX D PREVAILING WAGE OVERTIME CALCULATION Overt ime Hourly Rate of Pay. Here is the formula to calcu late the required minimum overtime .116 OT = (PW * .5) + (HW) + (RF) + (F) Definition of OT Acronyms OT: overtime. PW: the basic hourly prevailing wage rate established in a federal and/or state prevailing Wage Decision. HW: hourly wage rate paid to a Worker. RF: remaining fringe, which means the difference between the Contract hourly Fringe Benefit rate and the actual hourly Fringe Benefit rate paid by the Contractor to a third party on behalf of a Worker. F: Fringe Benefit contributions that are bona -fide and contributed by an Employer to a third party on behalf of a Worker. The Total P revailing Wage Rate for a Worker is $30.00, which is comprised of an hourly basic rate of $20.00 and an hourly fringe rate of $10.00. The table below includes various hourly basic and Fringe Benefit payments that a Contractor could potentially make to a Worker. OT CALCULATION FORMULA AND EXAMPLES OT = (PW * .5) + (HW) + (RF) + (F) Hourly Wage Paid Fringe Benefits Paid Payment To Employee Fringe Payment Total Payment (PW * .5) + (HW) + (RF) + (F) = OT $ 20.00 $ 10.00 ($ 20.00 * .5) + ($ 20.00) + ($ 0.00) = $ 30.00 + $ 10.00 = $ 40.00 $ 18.00 $ 12.00 ($ 20.00 * .5) + ($ 18.00) + ($ 0.00) = $ 28.00 + $ 12.00 = $ 40.00 $ 22.00 $ 8.00 ($ 20.00 * .5) + ($ 22.00) + ($ 0.00) = $ 32.00 + $ 8.00 = $ 40.00 $ 30.00 $ 0.00 ($ 20.00 * .5) + ($ 30.00) + ($ 0.00) = $ 40.00 + $ 0.00 = $ 40.00 $ 24.00 $ 4.00 ($ 20.00 * .5) + ($ 24.00) + ($ 2.00) = $ 36.00 + $ 4.00 = $ 40.00 Regarding the last example the Contractor would be required to pay a n additional $2.00 to the Worker, which is wages in lieu of fringe for a straight time hourly rate of $26.00 not $24.00. A Contractor subject to the Fair Labor Standards Act (FLSA) may be subject to additional overtime compensation requirements. 116 United States Department of Labor Field Operation Handbook, Section 15k 316 Appendix K Prevailing Wages for State Funded Construction Projects 317 MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY PREVAILING WAGES FOR STATE FUNDED CONSTRUCTION PROJECTS THIS NOTICE MUST BE POSTED ON THE JOBSITE IN A CONSPICUOUS PLACE Construction Type: Highway and Heavy Region Number: 09 Counties within region: ANOKA-02· CARVER-10· CHISAGO-13· DAKOTA-19· HENNEPIN-27· RAMSEY-62· SCOTT-70· WASHINGTON-82· Effective: 2023-11-20 This project is covered by Minnesota prevailing wage statutes. Wage rates listed below are the minimum hourly rates to be paid on this project. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at a rate of one and one half (1 1/2) times the basic hourly rate. Note: Overtime pay after eight (8) hours on the project must be paid even if the worker does not exceed forty (40) hours in the work week. Violations on MnDOT highways and road projects should be reported to: Department of Transportation Office of Construction Transportation Building MS650 John Ireland Blvd St. Paul, MN 55155 (651) 366-4209 All other prevailing wage violations and questions should be sent to: Department of Labor and Industry Prevailing Wage Section 443 Lafayette Road N St Paul, MN 55155 (651) 284-5091 DLI.PrevWage@state.mn.us LABOR CODE AND CLASS EFFECT DATE BASIC RATE FRINGE RATE TOTAL RATE LABORERS (101 - 112) (SPECIAL CRAFTS 701 - 730) 101 LABORER, COMMON (GENERAL LABOR WORK) 2023-11-20 38.90 23.49 62.39 2024-05-01 41.63 24.24 65.87 102 LABORER, SKILLED (ASSISTING SKILLED CRAFT JOURNEYMAN) 2023-11-20 38.90 23.49 62.39 2024-05-01 41.63 24.24 65.87 1 318 LABOR CODE AND CLASS EFFECT DATE BASIC RATE FRINGE RATE TOTAL RATE 103 LABORER, LANDSCAPING (GARDENER, SOD LAYER AND NURSERY OPERATOR) 2023-11-20 28.29 20.41 48.70 2024-05-01 30.04 21.16 51.20 104 FLAG PERSON 2023-11-20 38.90 23.49 62.39 2024-05-01 41.63 24.24 65.87 105 WATCH PERSON 2023-11-20 35.50 22.94 58.44 2024-05-01 38.23 23.69 61.92 106 BLASTER 2023-11-20 22.08 6.87 28.95 107 PIPELAYER (WATER, SEWER AND GAS) 2023-11-20 42.40 23.49 65.89 2024-05-01 45.13 24.24 69.37 108 TUNNEL MINER 2023-11-20 40.40 23.49 63.89 2024-05-01 43.13 24.24 67.37 109 UNDERGROUND AND OPEN DITCH LABORER (EIGHT FEET BELOW STARTING GRADE LEVEL) 2023-11-20 40.40 23.49 63.89 2024-05-01 43.13 24.24 67.37 110 SURVEY FIELD TECHNICIAN (OPERATE TOTAL STATION, GPS RECEIVER, LEVEL, ROD OR RANGE POLES, STEEL TAPE MEASUREMENT; MARK AND DRIVE STAKES; HAND OR POWER DIGGING FOR AND IDENTIFICATION OF MARKERS OR MONUMENTS; PERFORM AND CHECK CALCULATIONS; REVIEW AND UNDERSTAND CONSTRUCTION PLANS AND LAND SURVEY MATERIALS). THIS CLASSIFICATION DOES NOT APPLY TO THE WORK PERFORMED ON A PREVAILING WAGE PROJECT BY A LAND SURVEYOR WHO IS LICENSED PURSUANT TO MINNESOTA STATUTES, SECTIONS 326.02 TO 326.15. 2023-11-20 38.90 23.49 62.39 2024-05-01 41.63 24.24 65.87 111 TRAFFIC CONTROL PERSON (TEMPORARY SIGNAGE) 2023-11-20 38.90 23.49 62.39 2 319 LABOR CODE AND CLASS EFFECT DATE BASIC RATE FRINGE RATE TOTAL RATE 2024-05-01 41.63 24.24 65.87 112 QUALITY CONTROL TESTER (FIELD AND COVERED OFF-SITE FACILITIES; TESTING OF AGGREGATE, ASPHALT, AND CONCRETE MATERIALS); LIMITED TO MN DOT HIGHWAY AND HEAVY CONSTRUCTION PROJECTS WHERE THE MN DOT HAS RETAINED QUALITY ASSURANCE PROFESSIONALS TO REVIEW AND INTERPRET THE RESULTS OF QUALITY CONTROL TESTERS. SERVICES PROVIDED BY THE CONTRACTOR. 2023-11-20 16.28 4.07 20.35 SPECIAL EQUIPMENT (201 - 204) 201 ARTICULATED HAULER 2023-11-20 42.49 25.20 67.69 2024-04-29 44.67 26.40 71.07 202 BOOM TRUCK 2023-11-20 44.94 25.20 70.14 2024-04-29 47.25 26.40 73.65 203 LANDSCAPING EQUIPMENT, INCLUDES HYDRO SEEDER OR MULCHER, SOD ROLLER, FARM TRACTOR WITH ATTACHMENT SPECIFICALLY SEEDING, SODDING, OR PLANT, AND TWO-FRAMED FORKLIFT (EXCLUDING FRONT, POSIT-TRACK, AND SKID STEER LOADERS), NO EARTHWORK OR GRADING FOR ELEVATIONS 2023-11-20 28.29 20.41 48.70 2024-05-01 30.04 21.16 51.20 204 OFF-ROAD TRUCK 2023-11-20 42.49 25.20 67.69 2024-04-29 44.67 26.40 71.07 205 PAVEMENT MARKING OR MARKING REMOVAL EQUIPMENT (ONE OR TWO PERSON OPERATORS); SELF-PROPELLED TRUCK OR TRAILER MOUNTED UNITS. 2023-11-20 32.04 21.96 54.00 HIGHWAY/HEAVY POWER EQUIPMENT OPERATOR 3 320 LABOR CODE AND CLASS EFFECT DATE BASIC RATE FRINGE RATE TOTAL RATE GROUP 2 2023-11-20 43.38 25.20 68.58 2024-04-29 45.61 26.40 72.01 302 HELICOPTER PILOT (HIGHWAY AND HEAVY ONLY) 303 CONCRETE PUMP (HIGHWAY AND HEAVY ONLY) 304 ALL CRANES WITH OVER 135-FOOT BOOM, EXCLUDING JIB (HIGHWAY AND HEAVY ONLY) 305 DRAGLINE, CRAWLER, HYDRAULIC BACKHOE (TRACK OR WHEEL MOUNTED) AND/OR OTHER SIMILAR EQUIPMENT WITH SHOVEL-TYPE CONTROLS THREE CUBIC YARDS AND OVER MANUFACTURER.S RATED CAPACITY INCLUDING ALL ATTACHMENTS. (HIGHWAY AND HEAVY ONLY) 306 GRADER OR MOTOR PATROL 307 PILE DRIVING (HIGHWAY AND HEAVY ONLY) 308 TUGBOAT 100 H.P. AND OVER WHEN LICENSE REQUIRED (HIGHWAY AND HEAVY ONLY) GROUP 3 2023-11-20 42.81 25.20 68.01 2024-04-29 45.01 26.40 71.41 309 ASPHALT BITUMINOUS STABILIZER PLANT 310 CABLEWAY 311 CONCRETE MIXER, STATIONARY PLANT (HIGHWAY AND HEAVY ONLY) 312 DERRICK (GUY OR STIFFLEG)(POWER)(SKIDS OR STATIONARY) (HIGHWAY AND HEAVY ONLY) 313 DRAGLINE, CRAWLER, HYDRAULIC BACKHOE (TRACK OR WHEEL MOUNTED) AND/OR SIMILAR EQUIPMENT WITH SHOVEL-TYPE CONTROLS, UP TO THREE CUBIC YARDS MANUFACTURER.S RATED CAPACITY INCLUDING ALL ATTACHMENTS (HIGHWAY AND HEAVY ONLY) 314 DREDGE OR ENGINEERS, DREDGE (POWER) AND ENGINEER 315 FRONT END LOADER, FIVE CUBIC YARDS AND OVER INCLUDING ATTACHMENTS. (HIGHWAY AND HEAVY ONLY) 316 LOCOMOTIVE CRANE OPERATOR 317 MIXER (PAVING) CONCRETE PAVING, ROAD MOLE, INCLUDING MUCKING OPERATIONS, CONWAY OR SIMILAR TYPE 318 MECHANIC . WELDER ON POWER EQUIPMENT (HIGHWAY AND HEAVY ONLY) 319 TRACTOR . BOOM TYPE (HIGHWAY AND HEAVY ONLY) 320 TANDEM SCRAPER 321 TRUCK CRANE . CRAWLER CRANE (HIGHWAY AND HEAVY ONLY) 322 TUGBOAT 100 H.P AND OVER (HIGHWAY AND HEAVY ONLY) GROUP 4 2023-11-20 42.49 25.20 67.69 2024-04-29 44.67 26.40 71.07 323 AIR TRACK ROCK DRILL 324 AUTOMATIC ROAD MACHINE (CMI OR SIMILAR) (HIGHWAY AND HEAVY ONLY) 325 BACKFILLER OPERATOR 326 CONCRETE BATCH PLANT OPERATOR (HIGHWAY AND HEAVY ONLY) 327 BITUMINOUS ROLLERS, RUBBER TIRED OR STEEL DRUMMED (EIGHT TONS AND OVER) 328 BITUMINOUS SPREADER AND FINISHING MACHINES (POWER), INCLUDING PAVERS, MACRO SURFACING AND MICRO SURFACING, OR SIMILAR TYPES (OPERATOR AND SCREED PERSON) 329 BROKK OR R.T.C. REMOTE CONTROL OR SIMILAR TYPE WITH ALL ATTACHMENTS 4 321 LABOR CODE AND CLASS EFFECT DATE BASIC RATE FRINGE RATE TOTAL RATE 330 CAT CHALLENGER TRACTORS OR SIMILAR TYPES PULLING ROCK WAGONS, BULLDOZERS AND SCRAPERS 331 CHIP HARVESTER AND TREE CUTTER 332 CONCRETE DISTRIBUTOR AND SPREADER FINISHING MACHINE, LONGITUDINAL FLOAT, JOINT MACHINE, AND SPRAY MACHINE 333 CONCRETE MIXER ON JOBSITE (HIGHWAY AND HEAVY ONLY) 334 CONCRETE MOBIL (HIGHWAY AND HEAVY ONLY) 335 CRUSHING PLANT (GRAVEL AND STONE) OR GRAVEL WASHING, CRUSHING AND SCREENING PLANT 336 CURB MACHINE 337 DIRECTIONAL BORING MACHINE 338 DOPE MACHINE (PIPELINE) 339 DRILL RIGS, HEAVY ROTARY OR CHURN OR CABLE DRILL (HIGHWAY AND HEAVY ONLY) 340 DUAL TRACTOR 341 ELEVATING GRADER 342 FORK LIFT OR STRADDLE CARRIER (HIGHWAY AND HEAVY ONLY) 343 FORK LIFT OR LUMBER STACKER (HIGHWAY AND HEAVY ONLY) 344 FRONT END, SKID STEER OVER 1 TO 5 C YD 345 GPS REMOTE OPERATING OF EQUIPMENT 346 HOIST ENGINEER (POWER) (HIGHWAY AND HEAVY ONLY) 347 HYDRAULIC TREE PLANTER 348 LAUNCHER PERSON (TANKER PERSON OR PILOT LICENSE) 349 LOCOMOTIVE (HIGHWAY AND HEAVY ONLY) 350 MILLING, GRINDING, PLANNING, FINE GRADE, OR TRIMMER MACHINE 351 MULTIPLE MACHINES, SUCH AS AIR COMPRESSORS, WELDING MACHINES, GENERATORS, PUMPS (HIGHWAY AND HEAVY ONLY) 352 PAVEMENT BREAKER OR TAMPING MACHINE (POWER DRIVEN) MIGHTY MITE OR SIMILAR TYPE 353 PICKUP SWEEPER, ONE CUBIC YARD AND OVER HOPPER CAPACITY(HIGHWAY AND HEAVY ONLY) 354 PIPELINE WRAPPING, CLEANING OR BENDING MACHINE 355 POWER PLANT ENGINEER, 100 KWH AND OVER (HIGHWAY AND HEAVY ONLY) 356 POWER ACTUATED HORIZONTAL BORING MACHINE, OVER SIX INCHES 357 PUGMILL 358 PUMPCRETE (HIGHWAY AND HEAVY ONLY) 359 RUBBER-TIRED FARM TRACTOR WITH BACKHOE INCLUDING ATTACHMENTS (HIGHWAY AND HEAVY ONLY) 360 SCRAPER 361 SELF-PROPELLED SOIL STABILIZER 362 SLIP FORM (POWER DRIVEN) (PAVING) 363 TIE TAMPER AND BALLAST MACHINE 364 TRACTOR, BULLDOZER (HIGHWAY AND HEAVY ONLY) 365 TRACTOR, WHEEL TYPE, OVER 50 H.P. WITH PTO UNRELATED TO LANDSCAPING (HIGHWAY AND HEAVY ONLY) 366 5 322 TRENCHING MACHINE (SEWER, WATER, GAS) EXCLUDES WALK BEHIND TRENCHER (HIGHWAY AND HEAVY ONLY) LABOR CODE AND CLASS EFFECT DATE BASIC RATE FRINGE RATE TOTAL RATE 367 TUB GRINDER, MORBARK, OR SIMILAR TYPE 368 WELL POINT DISMANTLING OR INSTALLATION (HIGHWAY AND HEAVY ONLY) GROUP 5 2023-11-20 39.33 25.20 64.53 2024-04-29 41.36 26.40 67.76 369 AIR COMPRESSOR, 600 CFM OR OVER (HIGHWAY AND HEAVY ONLY) 370 BITUMINOUS ROLLER (UNDER EIGHT TONS) 371 CONCRETE SAW (MULTIPLE BLADE) (POWER OPERATED) 372 FORM TRENCH DIGGER (POWER) 373 FRONT END, SKID STEER UP TO 1C YD 374 GUNITE GUNALL (HIGHWAY AND HEAVY ONLY) 375 HYDRAULIC LOG SPLITTER 376 LOADER (BARBER GREENE OR SIMILAR TYPE) 377 POST HOLE DRIVING MACHINE/POST HOLE AUGER 378 POWER ACTUATED AUGER AND BORING MACHINE 379 POWER ACTUATED JACK 380 PUMP (HIGHWAY AND HEAVY ONLY) 381 SELF-PROPELLED CHIP SPREADER (FLAHERTY OR SIMILAR) 382 SHEEP FOOT COMPACTOR WITH BLADE . 200 H.P. AND OVER 383 SHOULDERING MACHINE (POWER) APSCO OR SIMILAR TYPE INCLUDING SELF-PROPELLED SAND AND CHIP SPREADER 384 STUMP CHIPPER AND TREE CHIPPER 385 TREE FARMER (MACHINE) GROUP 6 2023-11-20 42.49 25.20 67.69 2024-04-29 44.67 26.40 71.07 387 CAT, CHALLENGER, OR SIMILAR TYPE OF TRACTORS, WHEN PULLING DISK OR ROLLER 388 CONVEYOR (HIGHWAY AND HEAVY ONLY) 389 DREDGE DECK HAND 390 FIRE PERSON OR TANK CAR HEATER (HIGHWAY AND HEAVY ONLY) 391 GRAVEL SCREENING PLANT (PORTABLE NOT CRUSHING OR WASHING) 392 GREASER (TRACTOR) (HIGHWAY AND HEAVY ONLY) 393 LEVER PERSON 394 OILER (POWER SHOVEL, CRANE, TRUCK CRANE, DRAGLINE, CRUSHERS, AND MILLING MACHINES, OR OTHER SIMILAR HEAVY EQUIPMENT) (HIGHWAY AND HEAVY ONLY) 395 POWER SWEEPER 396 SHEEP FOOT ROLLER AND ROLLERS ON GRAVEL COMPACTION, INCLUDING VIBRATING ROLLERS 397 TRACTOR, WHEEL TYPE, OVER 50 H.P., UNRELATED TO LANDSCAPING 6 323 LABOR CODE AND CLASS EFFECT DATE BASIC RATE FRINGE RATE TOTAL RATE TRUCK DRIVERS GROUP 1 2023-11-20 31.25 17.50 48.75 601 MECHANIC . WELDER 602 TRACTOR TRAILER DRIVER 603 TRUCK DRIVER (HAULING MACHINERY INCLUDING OPERATION OF HAND AND POWER OPERATED WINCHES) GROUP 2 2023-11-20 34.70 21.76 56.46 604 FOUR OR MORE AXLE UNIT, STRAIGHT BODY TRUCK GROUP 3 2023-11-20 34.60 21.76 56.36 605 BITUMINOUS DISTRIBUTOR DRIVER 606 BITUMINOUS DISTRIBUTOR (ONE PERSON OPERATION) 607 THREE AXLE UNITS GROUP 4 2023-11-20 37.54 21.76 59.30 608 BITUMINOUS DISTRIBUTOR SPRAY OPERATOR (REAR AND OILER) 609 DUMP PERSON 610 GREASER 611 PILOT CAR DRIVER 612 RUBBER-TIRED, SELF-PROPELLED PACKER UNDER 8 TONS 613 TWO AXLE UNIT 614 SLURRY OPERATOR 615 TANK TRUCK HELPER (GAS, OIL, ROAD OIL, AND WATER) 616 TRACTOR OPERATOR, UNDER 50 H.P. SPECIAL CRAFTS 701 HEATING AND FROST INSULATORS 2023-11-20 47.10 24.40 71.50 702 BOILERMAKERS 2023-11-20 44.37 30.55 74.92 2024-01-01 46.00 31.93 77.93 703 BRICKLAYERS 2023-11-20 45.47 25.76 71.23 2024-05-01 48.51 25.76 74.27 704 CARPENTERS 2023-11-20 43.58 27.91 71.49 2024-05-01 47.08 27.91 74.99 705 CARPET LAYERS (LINOLEUM) 7 324 FOR RATE CALL 651-284-5091 OR EMAIL DLI.PREVWAGE@STATE.MN.US LABOR CODE AND CLASS EFFECT DATE BASIC RATE FRINGE RATE TOTAL RATE 706 CEMENT MASONS 2023-11-20 45.17 24.22 69.39 2024-04-29 48.57 24.22 72.79 707 ELECTRICIANS 2023-11-20 52.00 32.80 84.80 711 GROUND PERSON 2023-11-20 35.60 18.92 54.52 712 IRONWORKERS 2023-11-20 43.00 34.11 77.11 2024-04-28 46.00 34.11 80.11 713 LINEMAN 2023-11-20 50.86 23.57 74.43 714 MILLWRIGHT 2023-11-20 40.39 33.37 73.76 2024-05-01 43.44 33.37 76.81 715 PAINTERS (INCLUDING HAND BRUSHED, HAND SPRAYED, AND THE TAPING OF PAVEMENT MARKINGS) 2023-11-20 38.70 22.76 61.46 716 PILEDRIVER (INCLUDING VIBRATORY DRIVER OR EXTRACTOR FOR PILING AND SHEETING OPERATIONS) 2023-11-20 43.53 27.91 71.44 2024-05-01 47.03 27.91 74.94 717 PIPEFITTERS . STEAMFITTERS 2023-11-20 53.94 33.30 87.24 2024-05-01 57.14 33.30 90.44 719 PLUMBERS 2023-11-20 52.60 31.10 83.70 721 SHEET METAL WORKERS 2023-11-20 44.46 29.17 73.63 723 TERRAZZO WORKERS FOR RATE CALL 651-284-5091 OR EMAIL DLI.PREVWAGE@STATE.MN.US 724 TILE SETTERS 2023-11-20 34.76 23.29 58.05 725 TILE FINISHERS FOR RATE CALL 651-284-5091 OR EMAIL DLI.PREVWAGE@STATE.MN.US 8 325 LABOR CODE AND CLASS EFFECT DATE BASIC RATE FRINGE RATE TOTAL RATE 727 WIRING SYSTEM TECHNICIAN 2023-11-20 44.61 20.16 64.77 728 WIRING SYSTEMS INSTALLER 2023-11-20 31.25 16.34 47.59 729 ASBESTOS ABATEMENT WORKER 2023-11-20 37.63 23.36 60.99 2024-01-01 39.86 24.11 63.97 730 SIGN ERECTOR FOR RATE CALL 651-284-5091 OR EMAIL DLI.PREVWAGE@STATE.MN.US 9 326 Appendix L Notice of Truck Rental Rate Certification and Effective Date 327 Dec. 18, 2023 Notice of truck rental rate certification and effective date The Department of Labor and Industry (DLI) commissioner has certified the minimum truck rental rates for state- funded highway projects effective Dec. 18, 2023. This certification follows the publication of the Notice of Truck Rental Rate Determination in the State Register on Nov. 27, 2023, and the informal conference held pursuant to Minnesota Rules, part 5200.1105 on Dec. 11, 2023. According to Minnesota Rules, part 5200.1105, the purpose of the informal conference was for DLI to obtain further input regarding the determined rates prior to the certification. No written input regarding the determination was received by DLI prior to the informal conference. The truck rental rate is determined for each equipment type by adding the average hourly cost of operating the vehicle to the certified prevailing-wage rate for the driver. The average hourly operating costs are determined by voluntary survey of truck owner operators, trucking contractors and trucking firms. Cost data used in DLI’s analysis must be representative of five trucking firms of various size and five independent truck owner operators for each type of truck. The determination of the minimum truck rental rates by region are as follows. Three-axle units Region Effective date 607 driver rate Operating cost Truck rental rate Region 1 Certification date $58.61 $37.35 $95.96 Increase May 1, 2024 $61.54 $37.35 $98.89 Region 2 Certification date $51.97 $37.35 $89.32 Increase May 1, 2024 $54.57 $37.35 $91.92 Region 3 Certification date $45.02 $37.35 $82.37 Region 4 Certification date $51.97 $37.35 $89.32 328 Labor Standards, 443 Lafayette Road N., St. Paul, MN 55155 • 651-284-5091 • dli.mn.gov Region Effective date 607 driver rate Operating cost Truck rental rate Increase May 1, 2024 $54.57 $37.35 $91.92 Region 5 Certification date $39.50 $37.35 $76.85 Region 6 Certification date $54.16 $37.35 $91.51 Region 7 Certification date $46.65 $37.35 $84.00 Region 8 Certification date $32.16 $37.35 $69.51 Region 9 Certification date $56.36 $37.35 $93.71 Region 10 Certification date $55.96 $37.35 $93.31 Four or more axle units Region Effective date 604 driver rate Operating cost Truck rental rate Region 1 Certification date $58.71 $51.50 $110.21 Increase May 1, 2024 $61.65 $51.50 $113.15 Region 2 Certification date $52.11 $51.50 $103.61 Increase May 1, 2024 54.72 $51.50 $106.22 Region 3 Certification date $38.51 $51.50 $90.01 Region 4 Certification date $53.73 $51.50 $105.23 Region 5 Certification date $44.00 $51.50 $95.50 Region 6 Certification date $54.26 $51.50 $105.76 329 Labor Standards, 443 Lafayette Road N., St. Paul, MN 55155 • 651-284-5091 • dli.mn.gov Region 7 Certification date $46.20 $51.50 $97.70 Region 8 Certification date $43.75 $51.50 $95.25 Region 9 Certification date $56.46 $51.50 $107.96 Region 10 Certification date $56.06 $51.50 $107.56 Tractor Region Effective date 602 driver rate Operating cost Tractor-only truck rental rate Plus trailer operating cost Tractor trailer rental rate Region 1 Certification date $59.29 $54.96 $114.25 $11.46 $125.71 Increase May 1, 2024 $62.25 $54.96 $117.21 $11.46 $128.67 Region 2 Certification date $52.66 $54.96 $107.62 $11.46 $119.08 Increase May 1, 2024 $55.29 $54.96 $110.25 $11.46 $121.71 Region 3 Certification date $48.35 $54.96 $103.31 $11.46 $114.77 Region 4 Certification date $38.30 $54.96 $93.26 $11.46 $104.72 Region 5 Certification date $42.00 $54.96 $96.96 $11.46 $108.42 Region 6 Certification date $39.50 $54.96 $94.46 $11.46 $105.92 Region 7 Certification date $45.40 $54.96 $100.36 $11.46 $111.82 Region 8 Certification date $48.45 $54.96 $103.41 $11.46 $114.87 Region 9 Certification date $48.75 $54.96 $103.71 $11.46 $115.17 330 Labor Standards, 443 Lafayette Road N., St. Paul, MN 55155 • 651-284-5091 • dli.mn.gov Region 10 Certification date $48.45 $54.96 $103.41 $11.46 $114.87 The current operating costs and truck rental rates may be reviewed by accessing DLI’s website at https://dli.mn.gov/business/employment-practices/prevailing-wage-minimum-truck-rental-rates. Questions about the truck rental rates or the informal conference notice below can be answered by calling 651-284-5192. The minimum truck rental rate for these four types of trucks in the State’s 10 highway and heavy construction areas will be effective for all highway and heavy construction projects financed in whole or part with state funds advertised for bid on or after the day the notice of certification is published in the State Register. Sincerely, Nicole Blissenbach DLI commissioner 331 Appendix M Union Pacific Railroad Pipeline Crossing Agreement 03328-47 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 Appendix N Union Pacific Railroad Pipeline Encroachment Agreement 0783985 348 Union Pacific Railroad Real Estate 1400 Douglas Street Stop 1690 Omaha, Nebraska 68179-1690 fx. (402) 501-0340 February 22, 2024 Project: 0783985 CITY OF GOLDEN VALLEY RE: Proposed Construction of One (1) Underground Pipeline Crossing With One Hundred Twenty Five Feet (125') Of Underground Pipeline Encroachment For Transporting And Conveying Storm Sewer Only Between Mile Posts 4.27 and 4.29 on the Golden Valley Industrial Lead at or near Golden Valley, Hennepin County, Minnesota Attached is an original of the agreement covering your use of the Railroad Company’s right of way. Please return the executed agreement via email. For any payment(s), please follow the accompanying instructions. An original copy of the fully-executed document will be returned to you, when approved and processed by the Railroad Company. • Payment in the amount of Twenty Two Thousand Nine Hundred Ninety Dollars ($22,990.00) is due and payable to Union Pacific Railroad Company upon your execution of the agreement. Please include your payment, with Project No. 0783985 noted on that document. If you require formal billing, you may consider this letter as a formal bill and that 946001323 is this Corporation’s correct Federal Taxpayer Identification Number. • Railroad Protective Liability Insurance (RPLI) may be obtained from any insurance company which offers such coverage. Union Pacific has also worked with a national broker, Marsh USA, to make available RPLI to you or your contractor. You can find additional information, premium quotes, and application forms at (uprr.marsh.com). If we have not received the executed documents within six months from the date of this letter, this proposed offer of an agreement is withdrawn and becomes null and void. If you have any questions, please contact me at ksjones@up.com. Sincerely, Kris Jones Senior Analyst Real Estate -Contracts 349 Union Pacific Railroad Real Estate 1400 Douglas Street Stop 1690 Omaha, Nebraska 68179-1690 fx. (402) 501-0340 Pipeline Encroachment 052118Project No. 0783985 Last Modified: 07/02/2018 Form Approved, AVP-Law LONGITUDINAL AND CROSSING PIPELINE AGREEMENT Between Mile Posts 4.27 and 4.29, Golden Valley Industrial Lead Location: Golden Valley, Hennepin County, Minnesota THIS AGREEMENT (“Agreement”) is made and entered into as of February 22, 2024, (“Effective Date”) by and between UNION PACIFIC RAILROAD COMPANY, a Delaware corporation, (“Licensor”) and CITY OF GOLDEN VALLEY, to be addressed at 7800 Golden Valley Road, Golden Valley, Minnesota 55427 (“Licensee”). IT IS MUTUALLY AGREED BY AND BETWEEN THE PARTIES HERETO AS FOLLOWS: Article 1. LICENSOR GRANTS RIGHT. A.In consideration of the license fee to be paid by Licensee set forth below and in further consideration of the covenants and agreements to be performed by Licensee, Licensor hereby grants to Licensee the right to construct and thereafter, during the term hereof, maintain and operate one (1) underground pipeline crossing with one hundred twenty five feet (125') of underground longitudinal pipeline for transporting and conveying storm sewer only, including any appurtenances required for the operation of said pipeline (collectively, "Licensee's Facilities") across Licensor’s real property, trackage, or other facilities located in Golden Valley, Hennepin County, State of Minnesota ("Railroad Property"). The specific specifications and limited purpose for Licensee's Facilities on, along, across and under Railroad Property are described in and shown on the Print and Specifications dated February 19 , 2024, attached hereto as Exhibit A-1 and Exhibit A-2 and made a part hereof. B.Licensee represents and warrants that Licensee's Facilities will (i) only be used for one (1) underground pipeline crossing with one hundred twenty five feet (125') of underground longitudinal pipeline for transporting and conveying storm sewer , and (ii) not be used to convey any other substance, any fiber optic cable, or for any other use, whether such use is currently technologically possible, or whether such use may come into existence during the life of this Agreement. C.Licensee acknowledges that if it or its contractor provides Licensor with digital imagery depicting Licensee's Facilities ("Digital Imagery"), Licensee authorizes Licensor to use the Digital Imagery in preparing Exhibit A-1 and Exhibit A-2. Licensee represents and warrants that through a license or otherwise, it has the right to use the Digital Imagery and to permit Licensor to use the Digital Imagery in said manner. Article 2. LICENSE FEE. Upon execution of this Agreement, the Licensee shall pay to the Licensor a one-time License Fee of Twenty Two Thousand Nine Hundred Ninety Dollars ($22,990.00). Article 3. TERM. This Agreement shall take effect as of the Effective Date first herein written and shall continue in full force and effect until terminated as provided in the "TERMINATION; REMOVAL OF LICENSEE’S FACILITIES" Section of Exhibit B. 350 Union Pacific Railroad Real Estate 1400 Douglas Street Stop 1690 Omaha, Nebraska 68179-1690 fx. (402) 501-0340 Article 4. LICENSEE'S COMPLIANCE WITH GENERAL TERMS. Licensee represents and warrants that all work on Licensee's Facilities performed by Licensee or its contractors will strictly comply with all terms and conditions set forth herein, including the General Terms and Conditions, attached hereto as Exhibit B and made a part hereof. Article 5. INSURANCE. A. During the term of this Agreement, Licensee shall fully comply or cause its contractor(s) to fully comply with the insurance requirements described in Exhibit C, attached hereto and made a part hereof. Upon request only, Licensee shall send copies of all insurance documentation (e.g., certificates, endorsements, etc.) to Licensor at the address listed in the "NOTICES" Section of this Agreement. B. If Licensee is subject to statute(s) limiting its insurance liability and/or limiting its ability to obtain insurance in compliance with Exhibit C of this Agreement, those statutes shall apply. Article 6. DEFINITION OF LICENSEE. For purposes of this Agreement, all references in this Agreement to Licensee will include Licensee's contractors, subcontractors, officers, agents and employees, and others acting under its or their authority (collectively, a "Contractor"). If a Contractor is hired by Licensee to perform any work on Licensee's Facilities (including initial construction and subsequent relocation, maintenance, and/or repair work), then Licensee shall provide a copy of this Agreement to its Contractor(s) and require its Contractor(s) to comply with all terms and conditions of this Agreement, including the indemnification requirements set forth in the "INDEMNITY" Section of Exhibit B. Licensee shall require any Contractor to release, defend, and indemnify Licensor to the same extent and under the same terms and conditions as Licensee is required to release, defend, and indemnify Licensor herein. Article 7. ATTORNEYS’ FEES, EXPENSES, AND COSTS. If litigation or other court action or similar adjudicatory proceeding is undertaken by Licensee or Licensor to enforce its rights under this Agreement, all fees, costs, and expenses, including, without limitation, reasonable attorneys’ fees and court costs, of the prevailing Party in such action, suit, or proceeding shall be reimbursed or paid by the Party against whose interest the judgment or decision is rendered. The provisions of this Article shall survive the termination of this Agreement. Article 8. WAIVER OF BREACH. The waiver by Licensor of the breach of any condition, covenant or agreement herein contained to be kept, observed and performed by Licensee shall in no way impair the right of Licensor to avail itself of any remedy for any subsequent breach thereof. Article 9. ASSIGNMENT. A. Licensee shall not assign this Agreement, in whole or in part, or any rights herein granted, without the written consent of Licensor, which must be requested in writing by Licensee. Any assignment or attempted transfer of this Agreement or any of the rights herein granted, whether voluntary, by operation of law, or otherwise, without Licensor's written consent, will be absolutely void and may result in Licensor's termination of this Agreement pursuant to the "TERMINATION; REMOVAL OF LICENSEE'S FACILITIES" Section of Exhibit B. B. Upon Licensor's written consent to any assignment, this Agreement will be binding upon and inure to the benefit of the parties thereto, successors, heirs, and assigns, executors, and administrators. 351 Union Pacific Railroad Real Estate 1400 Douglas Street Stop 1690 Omaha, Nebraska 68179-1690 fx. (402) 501-0340 Article 10. SEVERABILITY. Any provision of this Agreement which is determined by a court of competent jurisdiction to be invalid or unenforceable shall be invalid or unenforceable only to the extent of such determination, which shall not invalidate or otherwise render ineffective any other provision of this Agreement. Article 11. NOTICES. Except Licensee's commencement of work notice(s) required under Exhibit B, all other notices required by this Agreement must be in writing, and (i) personally served upon the business address listed below ("Notice Address"), (ii) sent overnight via express delivery by a nationally recognized overnight delivery service such as Federal Express Corporation or United Parcel Service to the Notice Address, or (iii) by certified mail, return receipt requested to the Notice Address. Overnight express delivery notices will be deemed to be given upon receipt. Certified mail notices will be deemed to be given three (3) days after deposit with the United States Postal Service. If to Licensor: Union Pacific Railroad Company Attn: Analyst – Real Estate Utilities (Project No. 0783985) 1400 Douglas Street, MS 1690 Omaha, Nebraska 68179 If to Licensee:CITY OF GOLDEN VALLEY 7800 Golden Valley Road Golden Valley, Minnesota 55427 Article 12. SPECIAL PROVISION – CONSTRUCTION OBSERVATION. Licensor requires Licensee to provide monitoring of tracks and construction observation through Licensor approved observer named below during all construction and installation work. Licensee is to directly coordinate services with the named inspector: Railpros Field Services Email: RP.Utility@railpros.com Phone (682)223-5271 IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed as of the date first herein written. UNION PACIFIC RAILROAD COMPANY CITY OF GOLDEN VALLEY By: __________________________________ By: __________________________________ Jim Hild Director Real Estate - Contracts Name Printed: __________________________ Title: _________________________________ 352 353 SUBDIVISION: M.P.: E.S.M.: NEAREST CITY: COUNTY: STATE: APPLICANT: FILE NO.:DATE: SCALE: SECTION NONE CASING PIPE CARRIER PIPE SURFACE GROUND CROSSING ANGLE OF DEG. UPRR R.O.W. UPRR R.O.W.R.O.W.UPRRR.O.W.UPRRA PLAN SCALE:NONE TRACK ‘ OUTER TRACK ‘ OUTER VENT PIPE‘ TRACK CROSSING‘ PIPE LINEA A DITCH DRAINAGE ____FT. ____ FT. ____FT.____FT. ____FT. ____FT. ____FT. ____FT. TOTAL TRACKS ____________ ____FT.____FT. ____FT.____FT.____FT.____FT.NORTH ARROW _____________________ CROSSING TRACK FIXED OBJECT DESCRIBE TRACK TYPE: LAT.: LONG.: ____ FT. ____FT. ____FT. UPRR MILEPOST_____________________ CROSSING TRACK FIXED OBJECT DESCRIBE UPRR MILEPOST / / ____FT. ENCROACHMENT LONGITUDINAL PIPE EXHIBIT "A" BOTH ENCROACHMENT CROSSING PIPELINE NON-FLAMMABLE LIQUID 2) REFER TO AREMA VOLUME 1, CHAPTER 1, PART 5, SECTION 5.3. 1) ALL DIMENSIONS MEASURED PERPENDICULAR TO THE CENTERLINE OF TRACK. NOTES: _______ AND _______. BORING AND JACKING PITS WHEN MEASURED AT RIGHT ANGLES F) DISTANCE FROM CENTERLINE OF TRACK TO NEAR FACE OF CASING PIPE IS ______ AT THE ENDS. CATHODIC/COATING PROTECTION_______ WALL THICKNESS ______ IN. DIAMETER ______ IN. TOTAL LENGTH CASING PIPE: ______ FT. E) CASING MATERIAL __________________________. IF RCP, CLASS V? ____. CATHODIC/COATING PROTECTION_______ WALL THICKNESS (INCH)/ SCHEDULE _________ . DIAMETER ______ IN. OPERATIONAL PRESSURE ______ PSI. MAOP ______ PSI. COMMODITY TO BE CONVEYED _____________________. D) CARRIER MATERIAL ________________________. IF RCP, CLASS V? ____. C) SIGNS PROVIDED? ______. B) DIST. FROM CENTERLINE OF TRACK TO PIPE ENCROACHMENT _____. A) METHOD OF INSTALLATION ____________________________________ 354 Union Pacific Railroad Real Estate 1400 Douglas Street Stop 1690 Omaha, Nebraska 68179-1690 fx. (402) 501-0340 Pipeline Crossing 06/05/18 Form Approved, AVP Law EXHIBIT B GENERAL TERMS AND CONDITIONS Section 1. LIMITATION AND SUBORDINATION OF RIGHTS GRANTED. A. The foregoing grant is subject and subordinate to the prior and continuing right and obligation of Licensor to use and maintain its entire property including the right and power of Licensor to construct, maintain, repair, renew, use, operate, change, modify or relocate railroad tracks, signal, communication, fiber optics, or other wirelines, pipelines and other facilities upon, along or across any or all parts of its property, all or any of which may be freely done at any time or times by Licensor without liability to Licensee or to any other party for compensation or damages. B. The foregoing grant is also subject to all outstanding superior rights (including those in favor of licensees and lessees of Railroad Property) and the right of Licensor to renew and extend the same, and is made without covenant of title or for quiet enjoyment. It shall be Licensee's sole obligation to obtain such additional permission, license and grants necessary on account of any such existing rights. Section 2. ENGINEERING REQUIREMENTS; PERMITS. A. Licensee's Facilities will be designed, constructed, operated, maintained, repaired, renewed, modified, reconstructed, removed, or abandoned in place on Railroad Property by Licensee or its contractor to Licensor's satisfaction and in strict conformity with: (i) Licensor’s current engineering standards and specifications, including those for shoring and cribbing to protect Licensor's railroad operations and facilities ("UP Specifications"), except for variances approved in advance in writing by Licensor’s Assistant Vice President Engineering – Design or its authorized representative ("UP Engineering Representative"); (ii) such other additional safety standards as Licensor, in its sole discretion, elects to require, including, without limitation, American Railway Engineering and Maintenance-of-Way Association ("AREMA") standards and guidelines (collectively, "UP Additional Requirements"); and (iii) all applicable laws, rules, and regulations, including any applicable Federal Railroad Administration and Federal Energy Regulatory Commission regulations and enactments (collectively, "Laws"). If there is any conflict between UP Specifications, UP Additional Requirements, and Laws, the most restrictive will apply. B. Licensee shall keep the soil over Licensee's Facilities thoroughly compacted, and maintain the grade over and around Licensee's Facilities even with the surface of the adjacent ground. C. If needed, Licensee shall secure, at Licensee's sole cost and expense, any and all necessary permits required to perform any work on Licensee's Facilities. Section 3. NOTICE OF COMMENCEMENT OF WORK; EMERGENCIES. A. Licensee and its contractors are strictly prohibited from commencing any work associated with Licensee's Facilities without Licensor's written approval that the work will be in strict compliance with the "ENGINEERING REQUIREMENTS; PERMITS" Section of this Exhibit B. Upon Licensor's approval, Licensee shall contact both of Licensor's field representatives ("Licensor's Field Representatives") at least ten (10) days before commencement of any work on Licensee's Facilities. B. Licensee shall not commence any work until: (1) Licensor has determined whether flagging or other special protective or safety measures ("Safety Measures") are required for performance of the work pursuant to the "FLAGGING" Section of this Exhibit B and provided Licensee written 355 Union Pacific Railroad Real Estate 1400 Douglas Street Stop 1690 Omaha, Nebraska 68179-1690 fx. (402) 501-0340 authorization to commence work; and (2) Licensee has complied with the "PROTECTION OF FIBER OPTIC CABLE SYSTEMS" Section of this Exhibit B. C. If, at any time, an emergency arises involving Licensee's Facilities, Licensee or its contractor shall immediately contact Licensor's Response Management Communications Center at (888) 877-7267. Section 4. FLAGGING. A. Following Licensee's notice to Licensor's Field Representatives required under the "NOTICE OF COMMENCEMENT OF WORK; EMERGENCIES" Section of this Exhibit B, Licensor shall inform Licensee if Safety Measures are required for performance of the work by Licensee or its contractor on Railroad Property. If Safety Measures are required, no work of any kind may be performed by Licensee or its contractor(s) until arrangements for the Safety Measures have been made and scheduled. If no Safety Measures are required, Licensor will give Licensee written authorization to commence work. B. If any Safety Measures are performed or provided by Licensor, including but not limited to flagging, Licensor shall bill Licensee for such expenses incurred by Licensor, unless Licensor and a federal, state, or local governmental entity have agreed that Licensor is to bill such expenses to the federal, state, or local governmental entity. Additional information regarding the submission of such expenses by Licensor and payment thereof by Licensee can be found in the "LICENSEE’S PAYMENT OF EXPENSES" Section of this Exhibit B. If Licensor performs any Safety Measures, Licensee agrees that Licensee is not relieved of any of responsibilities or liabilities set forth in this Agreement. C. For flagging, the rate of pay per hour for each flagger will be the prevailing hourly rate in effect for an eight-hour day for the class of flagmen used during regularly assigned hours and overtime in accordance with Labor Agreements and Schedules in effect at the time the work is performed. In addition to the cost of such labor, a composite charge for vacation, holiday, health and welfare, supplemental sickness, Railroad Retirement and unemployment compensation, supplemental pension, Employees Liability and Property Damage, and Administration will be included, computed on actual payroll. The composite charge will be the prevailing composite charge in effect at the time the work is performed. One and one-half times the current hourly rate is paid for overtime, Saturdays and Sundays, and two and one-half times current hourly rate for holidays. Wage rates are subject to change, at any time, by law or by agreement between Licensor and its employees, and may be retroactive as a result of negotiations or a ruling of an authorized governmental agency. Additional charges on labor are also subject to change. If the wage rate or additional charges are changed, Licensee (or the governmental entity, as applicable) shall pay on the basis of the new rates and charges. D. Reimbursement to Licensor will be required covering the full eight-hour day during which any flagger is furnished, unless the flagger can be assigned to other railroad work during a portion of such day, in which event reimbursement will not be required for the portion of the day during which the flagger is engaged in other railroad work. Reimbursement will also be required for any day not actually worked by the flaggers following the flaggers' assignment to work on the project for which Licensor is required to pay the flaggers and which could not reasonably be avoided by Licensor by assignment of such flaggers to other work, even though Licensee may not be working during such time. When it becomes necessary for Licensor to bulletin and assign an employee to a flagging position in compliance with union collective bargaining agreements, Licensee must provide Licensor a minimum of five (5) days notice prior to the cessation of the need for a flagger. If five (5) days notice of cessation is not given, Licensee will still be required to pay flagging charges for the days the flagger was scheduled, even though flagging is no longer required for that period. An additional ten (10) days notice must then be given to Licensor if flagging services are needed again after such five day cessation notice has been given to Licensor. 356 Union Pacific Railroad Real Estate 1400 Douglas Street Stop 1690 Omaha, Nebraska 68179-1690 fx. (402) 501-0340 Section 5. SAFETY. A. Safety of personnel, property, rail operations and the public is of paramount importance in the prosecution of any work on Railroad Property performed by Licensee or its contractor, and takes precedence over any work on Licensee's Facilities to be performed Licensee or its contractors. Licensee shall be responsible for initiating, maintaining and supervising all safety operations and programs in connection with any work on Licensee's Facilities. Licensee and its contractor shall, at a minimum comply, with Licensor's then current safety standards located at the below web address ("Licensor's Safety Standards") to ensure uniformity with the safety standards followed by Licensor's own forces. As a part of Licensee's safety responsibilities, Licensee shall notify Licensor if it determines that any of Licensor's Safety Standards are contrary to good safety practices. Licensee and its contractor shall furnish copies of Licensor's Safety Standards to each of its employees before they enter Railroad Property. Union Pacific Current Safety Requirements B. Licensee shall keep the job site on Railroad Property free from safety and health hazards and ensure that their employees are competent and adequately trained in all safety and health aspects of the work. C. Licensee represents and warrants that all parts of Licensee's Facilities within and outside of the limits of Railroad Property will not interfere whatsoever with the constant, continuous, and uninterrupted use of the tracks, property, and facilities of Licensor, and nothing shall be done or suffered to be done by Licensee at any time that would in any manner impair the safety thereof. D. Licensor's operations and work performed by Licensor’s personnel may cause delays in Licensee's or its contractor's work on Licensee's Facilities. Licensee accepts this risk and agrees that Licensor shall have no liability to Licensee or any other person or entity for any such delays. Licensee must coordinate any work on Railroad Property by Licensee or any third party with Licensor's Field Representatives in strict compliance with the "NOTICE OF COMMENCEMENT OF WORK; EMERGENCIES" Section of this Exhibit E. Licensor shall have the right, if it so elects, to provide any support it deems necessary for the safety of Licensor's operations and trackage during Licensee's or its contractor's construction, maintenance, repair, renewal, modification, relocation, reconstruction, or removal of Licensee's Facilities. In the event Licensor provides such support, Licensor shall invoice Licensee, and Licensee shall pay Licensor as set forth in the "LICENSEE'S PAYMENT OF EXPENSES" Section of this Exhibit B. F. Licensee may use unmanned aircraft systems ("UAS") to inspect Licensee's Facilities only upon the prior authorization from and under the direction of Licensor's Field Representatives. Licensee represents and warrants that its use of UAS on Railroad Property will comply with Licensor's then-current Unmanned Aerial Systems Policy and all applicable laws, rules and regulations, including any applicable Federal Aviation Administration regulations and enactments pertaining to UAS. Section 6. PROTECTION OF FIBER OPTIC CABLE SYSTEMS. Fiber optic cable systems may be buried on Railroad Property. Protection of the fiber optic cable systems is of extreme importance since any break could disrupt service to users resulting in business interruption and loss of revenue and profits. In addition to the notifications required under the "NOTICE OF COMMENCEMENT OF WORK; EMERGENCIES" Section of this Exhibit B, Licensee shall complete the required form at up.com/CBUD to determine if fiber optic cable is buried anywhere on Railroad Property to be used by Licensee. If it is, Licensee shall telephone the telecommunications company(ies) involved, and arrange for a cable locator, make arrangements for relocation or other protection of the fiber optic cable, all at Licensee’s expense, and will not commence any work on Railroad Property until all such protection or relocation has been completed. 357 Union Pacific Railroad Real Estate 1400 Douglas Street Stop 1690 Omaha, Nebraska 68179-1690 fx. (402) 501-0340 Section 7. LICENSEE'S PAYMENT OF EXPENSES. A. Licensee shall bear the entire cost and expense of the design, construction, maintenance, modification, reconstruction, repair, renewal, revision, relocation, or removal of Licensee's Facilities. B. Licensee shall fully pay for all materials joined, affixed to and labor performed on Railroad Property in connection with the construction, maintenance, modification, reconstruction, repair, renewal, revision, relocation, or removal of Licensee's Facilities, and shall not permit or suffer any mechanic’s or materialman’s lien of any kind or nature to be enforced against the property for any work done or materials furnished thereon at the instance or request or on behalf of Licensee. Licensee shall promptly pay or discharge all taxes, charges, and assessments levied upon, in respect to, or on account of Licensee's Facilities, to prevent the same from becoming a charge or lien upon any property of Licensor, and so that the taxes, charges, and assessments levied upon or in respect to such property shall not be increased because of the location, construction, or maintenance of Licensee's Facilities or any improvement, appliance, or fixture connected therewith placed upon such property, or on account of Licensee’s interest therein. Where such tax, charge, or assessment may not be separately made or assessed to Licensee but shall be included in the assessment of the property of Licensor, then Licensee shall pay to Licensor an equitable proportion of such taxes determined by the value of Licensee’s property upon property of Licensor as compared with the entire value of such property. C. As set forth in the "FLAGGING" Section of this Exhibit B, Licensor shall have the right, if it so elects, to provide any Safety Measures Licensor deems necessary for the safety of Licensor's operations and trackage during Licensee's or its contractor's construction, maintenance, modification, reconstruction, repair, renewal, revision, relocation, or removal of Licensee's Facilities, including, but not limited to supervision, inspection, and flagging services. In the event Licensor provides such Safety Measures, Licensor shall submit an itemized invoice to Licensee's notice recipient listed in the "NOTICES" Article of this Agreement. Licensee shall pay to Licensor the total amount listed on such invoice within thirty (30) days of Licensee's receipt of such invoice. Section 8. MODIFICATIONS TO LICENSEE'S FACILITIES. A. This grant is subject to Licensor's safe and efficient operation of its railroad, and continued use and improvement of Railroad Property (collectively, "Railroad's Use"). Accordingly, Licensee shall, at its sole cost and expense, modify, reconstruct, repair, renew, revise, relocate, or remove (individually, "Modification", or collectively, "Modifications") all or any portion of Licensee's Facilities as Licensor may designate or identify, in its sole discretion, in the furtherance of Railroad's Use. B. Upon any Modification of all or any portion of Licensee's Facilities to another location on Railroad Property, Licensor and Licensee shall execute a Supplemental Agreement to this Pipeline Agreement to document the Modification(s) to Licensee's Facilities on Railroad Property. If the Modifications result in Licensee's Facilities moving off of Railroad Property, this Agreement will terminate upon Licensee's completion of such Modification(s) and all requirements contained within the "TERMINATION; REMOVAL OF LICENSEE’S FACILITIES" Section of this Exhibit B. Any such Modification(s) off of Railroad Property will not release Licensee from any liability or other obligation of Licensee arising prior to and upon completion of any such Modifications to the Licensee's Facilities. Section 9. RESTORATION OF RAILROAD PROPERTY. In the event Licensee, in any manner moves or disturbs any property of Licensor in connection with the construction, maintenance, modification, reconstruction, repair, renewal, revision, relocation, or removal of Licensee's Facilities, then, Licensee shall, as soon as possible and at Licensee’s sole cost 358 Union Pacific Railroad Real Estate 1400 Douglas Street Stop 1690 Omaha, Nebraska 68179-1690 fx. (402) 501-0340 and expense, restore Licensor’s property to the same condition as the same were before such property was moved or disturbed. Section 10. INDEMNITY. A. Definitions. As used in this Section: 1. "Licensor" includes Licensor, its affiliates, its and their officers, directors, agents and employees, and other railroad companies using Railroad Property at or near the location of Licensee’s installation and their officers, directors, agents, and employees. 2. "Licensee" includes Licensee and its agents, contractors, subcontractors, sub- subcontractors, employees, officers, and directors, or any other person or entity acting on its behalf or under its control. 3. "Loss" includes claims, suits, taxes, loss, damages (including punitive damages, statutory damages, and exemplary damages), costs, charges, assessments, judgments, settlements, liens, demands, actions, causes of action, fines, penalties, interest, and expenses of any nature, including court costs, reasonable attorneys’ fees and expenses, investigation costs, and appeal expenses. B. Licensee shall release, defend, indemnify, and hold harmless Licensor from and against any and all Loss, even if groundless, fraudulent, or false, that directly or indirectly arises out of or is related to Licensee’s construction, maintenance, modification, reconstruction, repair, renewal, revision, relocation, removal, presence, use, or operation of Licensee's Facilities, including, but not limited to, any actual or alleged: 1. Bodily harm or personal injury (including any emotional injury or disease) to, or the death of, any person(s), including, but not limited to, Licensee, Licensor, any telecommunications company, or the agents, contractors, subcontractors, sub- subcontractors, or employees of the foregoing; 2. Damage to or the disturbance, loss, movement, or destruction of Railroad Property, including loss of use and diminution in value, including, but not limited to, any telecommunications system(s) or fiber optic cable(s) on or near Railroad Property, any property of Licensee or Licensor, or any property in the care, custody, or control of Licensee or Licensor; 3. Removal of person(s) from Railroad Property; 4. Any delays or interference with track or Railroad’s Use caused by Licensee's activity(ies) on Railroad Property, including without limitation the construction, maintenance, modification, reconstruction, repair, renewal, revision, relocation, or removal of Licensee's Facilities or any part thereof, any activities, labor, materials, equipment, or machinery in conjunction therewith; 5. Right(s) or interest(s) granted pursuant to this Agreement; 6. Contents escaping from Licensee's Facilities, including without limitation any actual or alleged pollution, contamination, breach, or environmental Loss; 359 Union Pacific Railroad Real Estate 1400 Douglas Street Stop 1690 Omaha, Nebraska 68179-1690 fx. (402) 501-0340 7. Licensee’s breach of this Agreement or failure to comply with its provisions, including, but not limited to, any violation or breach by Licensee of any representations and warranties Licensee has made in this Agreement; and 8. Violation by Licensee of any law, statute, ordinance, governmental administrative order, rule, or regulation, including without limitation all applicable Federal Railroad Administration regulations. C. THE FOREGOING OBLIGATIONS SHALL APPLY TO THE FULLEST EXTENT PERMITTED BY LAW FOR THE BENEFIT OF LICENSOR TO LOSSES CAUSED BY, ARISING FROM, RELATING TO, OR RESULTING FROM, IN WHOLE OR IN PART, THE NEGLIGENCE OF LICENSOR, AND SUCH NEGLIGENCE OF LICENSOR SHALL NOT LIMIT, DIMINISH, OR PRECLUDE LICENSEE’S OBLIGATIONS TO LICENSOR IN ANY RESPECT. NOTWITHSTANDING THE FOREGOING, SUCH OBLIGATION TO INDEMNIFY LICENSOR SHALL NOT APPLY TO THE EXTENT THE LOSS IS CAUSED BY THE SOLE, ACTIVE AND DIRECT NEGLIGENCE, GROSS NEGLIGENCE, OR WILLFUL MISCONDUCT OF LICENSOR AS DETERMINED IN A FINAL JUDGMENT BY A COURT OF COMPETENT JURISDICTION. Section 11. TERMINATION; REMOVAL OF LICENSEE'S FACILITIES. A. If Licensee does not use the right herein granted on Licensee's Facilities for one (1) year, or if Licensee continues in default in the performance of any provision of this Agreement for a period of thirty (30) days after written notice from Licensor to Licensee specifying such default, Licensor may, at its sole discretion, terminate this Agreement by written notice to Licensee at the address listed in the "NOTICES" Article of this Agreement. This Agreement will not terminate until Licensee complies with Paragraphs "C" and "D" of this Section found below. B. In addition to the provisions of Paragraph "A" above, this Agreement may be terminated by written notice given by either party, without cause, upon thirty (30) days written notice to the non-terminating party at the address listed in the "NOTICES" Article of this Agreement. This Agreement will not terminate until Licensee complies with Paragraphs "C" and "D" of this Section found below. C. Prior to the effective date of any termination described in this Section, Licensee shall submit an application to Licensor's online Utility Contracts System at this link for Licensee's removal, or if applicable, abandonment in place of Licensee's Facilities located on Railroad Property ("Removal/Abandonment Work"). Upon the UP Engineering Representative's approval of Licensee's application for the Removal/Abandonment Work, Licensor and Licensee shall execute a separate consent document that will govern Licensee's performance of the Removal/Abandonment Work from those portions of Railroad Property not occupied by roadbed and/or trackage ("Consent Document"). Licensee shall then restore the impacted Railroad Property to the same or reasonably similar condition as it was prior to Licensee's installation of Licensee's Facilities. For purposes of this Section, Licensee's (i) performance of the Removal/Abandonment Work, and (ii) restoration work will hereinafter be collectively referred to as the "Restoration Work". D. Following Licensee's completion of the Restoration Work, Licensee shall provide a written certification letter to Licensor at the address listed in the "NOTICES" Article of this Agreement which certifies that the Restoration Work has been completed in accordance with the Consent Document. Licensee shall report to governmental authorities, as required by law, and notify Licensor immediately if any environmental contamination is discovered during Licensee's performance of the Restoration Work. Upon discovery, the Licensee shall initiate any and all removal, remedial and restoration actions that are necessary to restore the property to its original, uncontaminated condition. Licensee shall provide written certification to Licensor at the address listed in the "NOTICES" Article of this Agreement that environmental contamination has been remediated and the property has been 360 Union Pacific Railroad Real Estate 1400 Douglas Street Stop 1690 Omaha, Nebraska 68179-1690 fx. (402) 501-0340 restored in accordance with Licensor's requirements. Upon Licensor's receipt of Licensee's restoration completion certifications, this Agreement will terminate. E. In the event that Licensee fails to complete any of the Restoration Work, Licensor may, but is not obligated, to perform the Restoration Work. Any such work actually performed by Licensor will be at the cost and expense of Licensee. In the event that Licensor performs any of the Restoration Work, Licensee shall release Licensor from any and all Loss (defined in the "INDEMNITY" Section of this Exhibit B) arising out of or related to Licensor's performance of the Restoration Work. F. Termination of this Agreement for any reason will not affect any of rights or obligations of the parties which may have accrued, or liabilities or Loss (defined in the "INDEMNITY" Section of this Exhibit B), accrued or otherwise, which may have arisen prior to such termination. 361 Union Pacific Railroad Real Estate 1400 Douglas Street Stop 1690 Omaha, Nebraska 68179-1690 fx. (402) 501-0340 EXHIBIT C INSURANCE REQUIREMENTS In accordance with Article 5 of this Agreement, Licensee shall (1) procure and maintain at its sole cost and expense, or (2) require its Contractor(s) to procure and maintain, at their sole cost and expense, the following insurance coverage: A. Commercial General Liability Insurance. Commercial general liability (CGL) with a limit of not less than $2,000,000 each occurrence and an aggregate limit of not less than $4,000,000. CGL insurance must be written on ISO occurrence form CG 00 01 12 04 (or a substitute form providing equivalent coverage). The policy must also contain the following endorsement, WHICH MUST BE STATED ON THE CERTIFICATE OF INSURANCE: • Contractual Liability Railroads ISO form CG 24 17 10 01 (or a substitute form providing equivalent coverage) showing "Union Pacific Railroad Company Property" as the Designated Job Site. B. Business Automobile Coverage Insurance. Business auto coverage written on ISO form CA 00 01 10 01 (or a substitute form providing equivalent liability coverage) with a limit of not less $2,000,000 for each accident, and coverage must include liability arising out of any auto (including owned, hired, and non-owned autos). The policy must contain the following endorsements, WHICH MUST BE STATED ON THE CERTIFICATE OF INSURANCE: • "Coverage For Certain Operations In Connection With Railroads" ISO form CA 20 70 10 01 (or a substitute form providing equivalent coverage) showing "Union Pacific Railroad Company Property" as the Designated Job Site. C. Workers' Compensation and Employers' Liability Insurance. Coverage must include but not be limited to: • Licensee’s statutory liability under the workers' compensation laws of the state(s) affected by this Agreement. • Employers' Liability (Part B) with limits of at least $500,000 each accident, $500,000 disease policy limit $500,000 each employee. If Licensee is self-insured, evidence of state approval and excess workers' compensation coverage must be provided. Coverage must include liability arising out of the U. S. Longshoremen's and Harbor Workers' Act, the Jones Act, and the Outer Continental Shelf Land Act, if applicable. D. Environmental Liability Insurance. Environmental Legal Liability Insurance (ELL) applicable to bodily injury, property damage, including loss of use of damaged property or of property that has not been physically injured or destroyed, cleanup costs, and defense, including costs and expenses incurred in the investigation, defense, or settlement of claims, or compliance with statute, all in connection with any loss arising from the insured’s performance under this Agreement. Except with respect to the limits of insurance, and any rights or duties specifically assigned to the first named insured, this insurance must apply as if each named insured were the only named insured; and separately to the additional insured against which claim is made or suit is brought. Coverage shall be maintained in an amount of at least $2,000,000 per loss, with an annual aggregate of at least $4,000,000. Licensee warrants that any retroactive date applicable to ELL insurance coverage under the policy is the same as or precedes the Effective Date of this Agreement, and that continuous coverage 362 Union Pacific Railroad Real Estate 1400 Douglas Street Stop 1690 Omaha, Nebraska 68179-1690 fx. (402) 501-0340 will be maintained for a period of five (5) years beginning from the time the work under this Agreement is completed or if coverage is cancelled for any reason the policies extended discovery period, if any, will be exercised for the maximum time allowed. E. Railroad Protective Liability Insurance. Licensee must maintain for the duration of work "Railroad Protective Liability" insurance written on ISO occurrence form CG 00 35 12 04 (or a substitute form providing equivalent coverage) on behalf of Licensor only as named insured, with a limit of not less than $2,000,000 per occurrence and an aggregate of $6,000,000. The definition of "JOB LOCATION" and "WORK" on the declaration page of the policy shall refer to this Agreement and shall describe all WORK or OPERATIONS performed under this Agreement. Notwithstanding the foregoing, Licensee does not need Railroad Protective Liability Insurance after its initial construction work is complete and all excess materials have been removed from Licensor's property; PROVIDED, however, that Licensee shall procure such coverage for any subsequent maintenance, repair, renewal, modification, reconstruction, or removal work on Licensee's Facilities. F. Umbrella or Excess Insurance. If Licensee utilizes umbrella or excess policies, and these policies must "follow form" and afford no less coverage than the primary policy. Other Requirements G. All policy(ies) required above (except business automobile, workers' compensation and employers' liability) must include Licensor as "Additional Insured" using ISO Additional Insured Endorsement CG 20 26 (or substitute form(s) providing equivalent coverage). The coverage provided to Licensor as additional insured shall not be limited by Licensee’s liability under the indemnity provisions of this Agreement. BOTH LICENSOR AND LICENSEE EXPECT THAT LICENSOR WILL BE PROVIDED WITH THE BROADEST POSSIBLE COVERAGE AVAILABLE BY OPERATION OF LAW UNDER ISO ADDITIONAL INSURED FORM CG 20 26. H. Punitive damages exclusion, if any, must be deleted (and the deletion indicated on the certificate of insurance), unless (a) insurance coverage may not lawfully be obtained for any punitive damages that may arise under this Agreement, or (b) all punitive damages are prohibited by all states in which this Agreement will be performed. I. Licensee waives all rights of recovery, and its insurers also waive all rights of subrogation of damages against Licensor and its agents, officers, directors and employees for damages covered by the workers' compensation and employers' liability or commercial umbrella or excess liability obtained by Licensee required in this Agreement, where permitted by law. This waiver must be stated on the certificate of insurance. J. All insurance policies must be written by a reputable insurance company acceptable to Licensor or with a current Best's Insurance Guide Rating of A- and Class VII or better, and authorized to do business in the state(s) in which the work is to be performed. K. The fact that insurance is obtained by Licensee will not be deemed to release or diminish the liability of Licensee, including, without limitation, liability under the indemnity provisions of this Agreement. Damages recoverable by Licensor from Licensee or any third party will not be limited by the amount of the required insurance coverage. 363 Appendix O RailPros Project and Billing Form 364 Customer Project Information Sheet Project Information Please fill in each cell for processing UPRR Agreement Folder Number(s) (example 1234-56): Section One: Estimated Start Date for Construction On, Under, or Above UPRR ROW: Union Pacific’s Third Party Flagging Policy: www.up.com/real_estate/third-party-flagging/index.htm Estimated Duration (in days) for Flagger (CIC): Estimated Duration (in days) for RailPros Observer: Estimated Work Schedule (example Mon. – Sat.): Daily Start Time / End Time (example 0700 to 1700 etc.): Section Two: Field Contact Person(s): Mobile Phone Number(s): Email Address(s): Project’s Location (City / State): Railroad Subdivision: Railroad Mile Post(s) (MP): Section Three: Project Description (example HDD, Jack and Bore, Encroachment, Underground or Overhead Pipeline / Wireline crossing, etc.): What type of equipment will be used? How close will the equipment be to the tracks (in feet)? If instructed by the Railroad, please have all the on-site personnel complete the Railroad Safety Training listed below: “Safety is Union Pacific’s #1 priority and extends to all who come on Union Pacific properties.” Union Pacific Property Access Training (UP-PAT) can be found here: UP: UP Property Access Training By checking this box, I acknowledge that if any ground will be disturbed or excavated upon UPRR property, that I will comply with UPRR Specifications and contact the local UPRR representatives (MTM and/or MSM), in accordance with my UPRR Agreement. I acknowledge Additional Comments: 365 Customer Billing Information Sheet Section Four Billing Information (Responsible Party): Please fill in each cell for processing Company Name: Contact Name: Street Address: City / State / Zip Code: Phone Number: Contact Name Email Address: Do you need a W-9? How would you like to receive the RailPros Invoice(s)? Email Hard Copy Mailed Other If Other, please explain and give directions: PO # to be listed on RailPros Invoices: Company Information (if different than above): Company Name: Contact Name / Email Address: Phone Number: Street Address: City / State / Zip Code: Section Five Prevailing Wage Information: Does your project involve Prevailing Wage requirements? If you select yes, please complete the portion below and email the supporting documentation that details the PW rates for the County the work will take in (the documents are required to create the Flagging paperwork): No Yes If you select yes, you be asked to review RailPros position statement (pdf that will be emailed to you) on Flagging services. PW Project Name: PW Project Number: PW City / County / State: Certified Payroll Information: Contact Name: Phone Number: Email Address: Additional Comments: 366 Observation Rates: Flagging Rates: 367 Appendix P Union Pacific Railroad Third-Party Flagging Policy 368 369 Appendix Q Union Pacific Railroad Work Plan Form 370 WORK PLAN Union Pacific Railroad Folder Number: Date Submitted to RailPros Field Services: Work Plan Directions: This project has been identified by Union Pacific Railroad (UPRR) as requiring third party construction observation. RailPros will be providing the Construction Observation services for this project and is here to assist in moving this project to completion. The Union Pacific Railroad Real Estate Agreement outlines the requirements and standards for this installation. This work plan describes the specific details of the project, in terms of the site layout, schedule, means and methods, and general requirements, to ensure compliance with the agreement. This work plan, once released, is the basis that the Construction Observer will assess the work. Any field changes from the work plan shall be submitted via email to utilities.office.staff@railpros.com for review and must meet or exceed UPRR and/or AREMA standards. Work Plan Submittal Check List: (Please check off all requirements in list, or strike through text if item is not required) 1. Engineering Plan and Profile (Exhibit A does not qualify): a. Mark locations of launch and receiving locations. b. Dimension the distances from the centerline of track and any existing utilities. c. Dimension depth of excavation. d. Railroad right of way and railroad tracks clearly outlined 2. Track Monitoring Plan (if required): a. See attached Track Monitoring Guideline (pdf) 3. HDD Installations Only: a. Inadvertent Return Contingency Plan (Frac-Out Plan) b. HDD Plan Requirements 4. Shoring Plan Only for excavation within UPRR property and Zone A or Zone B: a. Calculations for shoring within zone a. b. Cut sheets for proprietary systems as applicable. c. Description of shoring to include but is not limited to: d. Exploration (pot holing) e. Demolition f. Excavation g. Fall protection/confined space entry h. Work process i. Backfill j. Close-out k. Contingencies which include weather events and hazmat l. Reference the following link to assure compliance. Https://www.up.com/cs/groups/public/@uprr/@customers/@industrialdevelopment/@operationsspecs/@spe cifications/documents/up_pdf_nativedocs/pdf_up_str_temp-shoring.pdf Prime Contractor Contact Name: Email Address: Phone Number: Note: The field contact will be asked to sign the daily report to verify hours. Sub-Contractor (if performing the installation) Contact Name: Email Address: Phone Number: Note: The field contact will be asked to sign the daily report to verify hours. 371 Project Information Item Response Item Response Lat/Long (Decimal Form) Number of Tracks Method of Installation (HDD, Jack and Bore, Etc.) Casing Pipe Length Depth from top of pipe to base of rail Casing Pipe Type Distance from face of receiving pit to Nearest Track CL Casing Pipe Diameter Distance from face of jacking pit to Nearest Track CL Casing Pipe Thickness Excavation depth of jacking pit from base of rail Carrier Pipe Type Excavation depth of receiving pit from base of rail Carrier Pipe Diameter Estimated Start Date Carrier Pipe Thickness Estimated Project Duration (on, under, or above UPRR property) Is the crossing within a roadway? Will there be hot work within UPRR ROW? (welding, open flame, cutting, etc.) Will there be abandonment work within UPRR ROW? Description of Work: Provide a description of Means and Methods the contractor will use to complete the authorized work on, under, or above UPRR property. Excavation or potholing within 15 feet of track centerline is not acceptable, unless approved by UPRR Engineering. Equipment: Machine Make & Model: Description of Process: 1. 2. 3. 4. 5. 6. 7. 8. Please review the following link to ensure compliance with all UPRR PPE Requirements. https://www.up.com/cs/groups/public/@uprr/@suppliers/documents/up_pdf_nativedocs/pdf_up_supplier_safety_req.pdf Track Monitoring: Track Monitoring Plan is required in accordance with the UPRR Track Monitoring Guideline (attached). If work is occurring in more than one (1) shift, Track Monitoring is required during all shifts. Send track monitoring data to utilities.office.staff@railpros.com. Survey Company: Name of Surveyor: Instrument: Will you be using adhesive targets for the track monitoring? Yes or No Description of Process: 1. 2. 3. 4. 5. 6. 7. 8. Please review the following link to ensure compliance with all UPRR PPE Requirements. https://www.up.com/cs/groups/public/@uprr/@suppliers/documents/up_pdf_nativedocs/pdf_up_supplier_safety_req.pdf 372 Appendix R Union Pacific Railroad Guidelines for Track & Ground Monitoring 373 Union Pacific Railroad GUIDELINES FOR TRACK & GROUND MONITORING CALL BEFORE YOU DIG 1-800-336-9193 374 UPRR TRACK & GROUND MONITORING GUIDELINES AUTHORED BY: RICK FRIESEN, UPRR STRUCTURES DESIGN. DATE: APRIL, 2021 1 Contents 1. Introduction ........................................................................................................................................... 2 A. Purpose ......................................................................................................................................... 2 2. Track and Ground Monitoring ............................................................................................................... 2 A. General track and ground monitoring requirements ....................................................................... 2 B. Track Monitoring ............................................................................................................................ 3 C. Ground Monitoring ......................................................................................................................... 3 D. Contingency Plans ......................................................................................................................... 3 3. Excavation Requirements ..................................................................................................................... 4 A. Shoring Design .............................................................................................................................. 4 B. Excavation Safety .......................................................................................................................... 4 4. Glossary ............................................................................................................................................... 5 375 UPRR TRACK & GROUND MONITORING GUIDELINES AUTHORED BY: RICK FRIESEN, UPRR STRUCTURES DESIGN. DATE: APRIL, 2021 2 1. Introduction A. Purpose 1. The purpose of these Guidelines is to inform 3rd party Applicants, Contractors and others outside of the Railroad of the requirements and standards for the monitoring of track movement, both vertical and horizontal, and ground movement due to surrounding construction. 2. This document governs at all locations where the Railroad operates, regardless of track ownership or track status, either active or out of service. 2. Track and Ground Monitoring A. General track and ground monitoring requirements 1. Track and ground monitoring are required for any of the following three conditions: i. For crossings with pipe diameter and depth (below base of rail) as shown below in Table 2-1. ii. For shoring within Zone A of any track, as shown below in Figure 2-1. iii. Additional monitoring may be required by the Railroad on a case by case basis. 2. Monitoring schedule i. Monitoring shall commence once any construction activity is within Zone A. See Figure 2-1. ii. Monitoring shall continue, after installation is complete, for 7 days or as required by the Railroad. a. For large and/or shallow pipeline installations monitoring may be required for up to 30 days. 3. General requirements i. Temporary lighting may also be required by the Railroad to ident ify tripping hazards to train crewmen and other Railroad personnel. ii. Any excavation, holes or trenches on the Railroad property shall be covered, guarded and/or protected. Handrails, fence, or other barrier methods must meet OSHA and FRA requirements. Table 2-1 Figure 2-1 <=6 <=12 <=18 <=24 <=30 <=36 <=42 <=48 <=54 <=60 >60 <=5 X X X X X X X X X X X <=10 X X X X X X X X X X X <=15 X X X X X X X X X X X <=20 X X X X X X X X X <=25 X X X X X X X <=30 X X X X >30 X X X = Monitoring is requiredDepth, feet(below base of rail)376 UPRR TRACK & GROUND MONITORING GUIDELINES AUTHORED BY: RICK FRIESEN, UPRR STRUCTURES DESIGN. DATE: APRIL, 2021 3 B. Track Monitoring 1. Track Deflection Limits i. The top of rail shall not permanently deflect more than ¼ inch vertical or horizontal. This is not an “allowable” deflection. All estimated deflection should be eliminated to the g reatest extent possible prior to construction. 2. Targets i. Track monitoring shall not require track access other than to place the track monitoring targets. ii. Monitoring targets should be placed such that monitoring is possible when a train is present. However, monitoring during the passing of a train is not required as the train will temporarily deflect the track. iii. Adhesive backed reflective targets may be attached to the side of the rail temporarily. Targets should be removed once monitoring phase is complete. iv. Note, there are normal and temporary vertical track deflections caused by the passage of a train which should be noted and established prior to construction. 3. Monitoring Plan i. If the top of rail does deflect more than 1/4 inch, either vertical or horizontal, all operations shall stop until the matter is resolved. ii. Provide established contingency plan, See Section 2.D, in the event of ground loss and/or the rail deviates ¼ inch vertical or horizontal. iii. Establish a bench mark in the vicinity of the construction. Establish locations for shooting elevations on the top of rail at each area of construction. a. Example locations for shooting rail elevations would be at:  At the centerline of an under track crossing.  At both outside edges of the crossing. ie. For a wide excavation.  At multiple locations from the crossing/excavation edge but no less than 10, 20, 30, 40 and 50 feet from the crossing. iv. Monitoring shall be continuous and recorded in a field log book dedicated for this purpose. Copies of these field log entries can be made available to all concerned parties upon request at any time during construction. C. Ground Monitoring 1. Provide means for monitoring ground settlement. Submit monitoring plan for Railroad review. 2. Ground monitoring points should be in alignment above the proposed construction activities. D. Contingency Plans 1. The Contractor shall supply Contingency Plan(s), which anticipate reaching the Threshold and Shutdown values, for all construction activities which may result in horizontal and/or vertical track deflection. i. Track monitoring values: a. Threshold value = 1/8 inch permanent vertical or horizontal deflection b. Shutdown value = 1/4 inch permanent vertical or horizontal deflection 2. The Contingency Plans shall provide means and methods, with options if necessary. 3. The Contractor should anticipate the need to implement each Contingency Plan with required materials, equipment and personnel. i. Once the Threshold value is met, the contractor shall determine the appropriate Contingency Plan(s) and immediately discuss this plan with, and receive approval confirmation from, the Railroad or authorized Railroad representative. ii. Once the Shutdown value is met all project work shall stop and the chosen Contingency Plan shall commence. a. The Railroad may choose to allow and/or require the immediate implementation of specific approved Contingency Plans, submitted by the Contractor, once the Shutdown value is met. 377 UPRR TRACK & GROUND MONITORING GUIDELINES AUTHORED BY: RICK FRIESEN, UPRR STRUCTURES DESIGN. DATE: APRIL, 2021 4 3. Excavation Requirements A. Shoring Design 1. For temporary earth retention design requirements on the Right-of-Way, see the Railroad Guidelines for Temporary Shoring. http://www.up.com/real_estate/roadxing/industry/index.htm B. Excavation Safety 1. Guardrails i. Guardrails shall be provided to surround unattended excavations on Railroad Right-of-Way per OSHA Standard Number 1926.502 as follows: a. The guardrail height shall be at least 42 inches above the walking surface. b. The smallest dimension for openings in the guardrail shall be no greater than 19 inches. c. Guardrail systems shall be capable of withstanding, without failure, a force of at least 200 pounds applied within 2 inches of the top edge, in any outward or downward direction, at any point along the top edge of the guardrail. 378 UPRR TRACK & GROUND MONITORING GUIDELINES AUTHORED BY: RICK FRIESEN, UPRR STRUCTURES DESIGN. DATE: APRIL, 2021 5 4. Glossary Applicant: Any party proposing to install a new, and/or abandon existing, pipelines or Wirelines on Railroad right -of- way or other Railroad operating location, regardless of track being active or out of service. This includes a ny contractor, employee or consultant hired by said party. Call Before You Dig: A Union Pacific Railroad 24-hr by 7-day communication center to assist in protecting, documenting and notifying callers of other utilities installed within the Railroad right -of-way. 1-800-336-9193 Crossing: Refers to a Utility which is crossing the Railroad track(s). Carrier Pipe: Pipe used to transport the product. Casing Pipe: Pipe through which the carrier pipe is installed. Cover: Distance from either the base of rail or finished grade to the top of Pipeline or Wireline. Encroachment: Utilities on Railroad right-of-way which are generally oriented parallel with Railroad right-of-way and/or track. Centerline of Track: An imaginary line, that runs down the center of the two rails of a track. Construction Documents: Design plans and calculations, project and/or standard specifications, geotechnical report and drainage report. Construction Window: A timeframe in which construction or maintenance can be performed by the Contractor with the required presence of a Flagman. Contractor: The individual, partnership, corporation or joint venture and all principals and representatives (including Applicant’s subcontractors) with whom the contract is made by the Applicant for the construction of the Grade Separation Project. Facility: Refers to the Applicant’s pipeline, wireline, poles, manholes, handholes, splice boxes, storage tanks and other such structures which exist as part of the Applicant’s infrastructure. Flagman (Flagging): A qualified employee of the Railroad providing protection to and from Railroad operations per Railroad requirements. Guidelines: Information contained in this document. Industry Track: A secondary track designed to allow access to industries along the main track. Main Track: A principle track, designated by Timetable or special instructions, upon which train movements are generally authorized and controlled by the train dispatcher. Main Track must not be occupied without proper authority. Railroad Load: Cooper E-80 loading. Railroad: Refers to Union Pacific Railroad. Railroad Manager of Track Maintenance (MTM): Railroad representative responsible for maintenance of the track and supporting subgrade. Right-of-Entry Agreement: An agreement between the Railroad and an Applicant or a Contractor allowing access to Railroad property. Right-of-Way: The private property limits owned by the Railroad. Tracks: The rails, ties and ballast and roadbed that compose the traveling surface used by trains. Utility: Refers to a pipeline or wireline. Wireline: Refers to electric power and communication utility systems including, but not limited to, all associated conductors, cables, support structures, and equipment. 379 Appendix S Union Pacific Railroad Guidelines for Temporary Shoring 380 GUIDELINES FOR TEMPORARY SHORING EMAIL BEFORE YOU DIG UP.COM/CBUD EMERGENCIES 1-888-877-7267 CALL BEFORE YOU DIG 1-800-533-2891 EMERGENCIES 1-800-832-5452 381 UPRR & BNSF GUIDELINES FOR TEMPORARY SHORING, 12/7/2021 1 Contents 1. INTRODUCTION .................................................................................................................................................2 PURPOSE ..................................................................................................................................................2 SCOPE .......................................................................................................................................................2 2. GENERAL CRITERIA .........................................................................................................................................2 SAFETY & RAILROAD OPERATIONS ......................................................................................................2 SHORING REMOVAL ................................................................................................................................2 RAILROAD FLAGGING ..............................................................................................................................2 CALL BEFORE YOU DIG & EXISTING UTILITIES ...................................................................................3 APPLICANT & CONTRACTOR RESPONSIBILITIES ................................................................................3 TRACK, GROUND & SHORING MONITORING: .......................................................................................4 RAILROAD RIGHT-OF-WAY .....................................................................................................................5 CONSTRUCTION AND MAINTENANCE AGREEMENT ...........................................................................5 RAILROAD REVIEW PROCESS ...............................................................................................................5 APPROVAL EXPIRATION..........................................................................................................................6 3. DESIGN ...............................................................................................................................................................6 GENERAL DESIGN REQUIREMENTS ......................................................................................................6 INFORMATION REQUIRED .......................................................................................................................8 DESIGN PROCEDURE ..............................................................................................................................9 (Step 1) EXCAVATION LOCATION ...........................................................................................................9 (Step 2) SUBSURFACE CHARACTERIZATION ........................................................................................9 (Step 3) SHORING TYPES ..................................................................................................................... 11 (Step 4) APPLIED LOADS AND CALCULATIONS ................................................................................. 12 (Step 5) STRUCTURAL DESIGN CALCULATIONS ................................................................................ 19 DESIGN PLAN REQUIREMENTS .......................................................................................................... 23 4. DEFINITIONS ................................................................................................................................................... 24 5. APPENDIX ....................................................................................................................................................... 26 LIVE LOAD PRESSURE DUE TO COOPER E80 LOADING ................................................................. 26 CHART – LIVE LOAD PRESSURE DUE TO E80 LOADING ................................................................. 27 TABLES FOR SOIL SPECIFICATIONS .................................................................................................. 29 6. REFERENCES ................................................................................................................................................. 30 382 UPRR & BNSF GUIDELINES FOR TEMPORARY SHORING, 12/7/2021 2 1. INTRODUCTION PURPOSE a. The purpose of these guidelines is to inform public agencies, design engineers, contractors and inspectors of current Railroad standards and requirements concerning design and construction of temporary shoring. SCOPE a. This guideline governs on the Railroad Right-of-Way. This includes the limits of property owned, controlled and/or operated upon by the Railroad. b. All requirements addressed within this document shall constitute minimum requirements for all projects or works on the Railroad Right-of-Way. The applicability of each requirement for any given project will be subjected to the Railroad’s discretion. c. Where laws or orders of authority prescribe a higher degree of protection or restriction than specified herein, the higher degree so prescribed shall control. d. These guidelines supplement the current American Railway Engineering and Maintenance -of-Way Association (AREMA) Manual for Railway Engineering. For items covered within these guidelines and AREMA, the more restrictive shall control. i. It is the requirement for the Contractor and designer developing Railroad shoring systems to have a copy of the AREMA Manual. Visit www.arema.org to obtain the Manual for Railway Engineering. e. These guidelines supersede all previous Railroad guidelines for temporary shoring and are subject to revision without notice. f. In addition to this guideline, all excavations shall also be governed by each individual Railroad requirements, Federal, State and Local laws, rules and regulations concerning construction safety. g. These guidelines are provided as a reference and cannot be taken as authority to construct without prior review and written approval of the Railroad. See Section 2.9 for review process. 2. GENERAL CRITERIA SAFETY & RAILROAD OPERATIONS a. Projects shall be designed such that construction activities and phasing will not compromise safety nor impact Railroad operations. b. Emergency Railroad phone numbers are to be obtained from a Railroad representative prior to the start of any work and shall be posted at the job site. SHORING REMOVAL a. The Contractor is responsible for planning and executing all procedures necessary to construct, maintain and remove the temporary shoring system in a safe and controlled manner. RAILROAD FLAGGING a. A flagman is required when any work is performed within 25 feet of track centerline. If the Railroad provides flagging or other services, the Contractor shall not be relieved of any responsibilities or liabilities as set forth in any document authorizing the work. No work is allowed within 50 feet of track centerline when a train passes the work site, and all personnel must clear the area within 25 feet of track centerline and secure all equipment when trains are present. 383 UPRR & BNSF GUIDELINES FOR TEMPORARY SHORING, 12/7/2021 3 CALL BEFORE YOU DIG & EXISTING UTILITIES a. Call Before You Dig: Appropriate measures for the installation and protection of fiber optic, or other cables, shall be addressed in the plans and contract documents. For specific Railroad requirements and additional information refer to: BNSF: www.bnsf.com or call 1-800-533-2891. UPRR: www.up.com/cbud b. Relocation of utilities or communication lines not owned by the Railroad shall be coordinated with the respective utility owners. Utility relocation plans must then be submitted to the Railroad utility representative(s) for review and prior approval must be secured before work can proceed. The Railroad will not be responsible for costs associated with any utility, signal, or communication line relocation or adjustments. c. Abandonment of utilities must follow the UPRR Guidelines For Abandonment of Subsurface Utility Structures or the BNSF Utility Accommodation Policy. APPLICANT & CONTRACTOR RESPONSIBILITIES a. The Applicant and Contractor must verify with the Railroad’s Local Representative their receipt of the latest version of these guidelines prior to developing Construction Documents. b. Construction shall NOT impact Railroad operations, functions and facilities: i. The Applicant and Contractor shall develop design plans, including, without limitation, all procedures necessary to construct and maintain the proposed shoring project, which cause no interruption to Railroad operations during and after construction. ii. Work shall also not impede drainage or other functions of the Railroad. iii. Any rail traffic outages or curfews thought to be required for the installation or removal of any portions of a shoring system must be requested by submittal to the Railroad for prior consideration long in advance of mobilization and construction. Such requests may not be granted. iv. Unapproved and unscheduled interruptions to Railroad operations may result in your removal from Railroad Right-of-Way, and your authorization to re-enter revoked. c. Railroad approved design and construction plans: i. The Contractor shall install the temporary shoring system per the plans approved by the Railroad. ii. Any deviation from the Railroad approved plans requires resubmittal and prior approval by the Railroad prior to proceeding with said deviation. Approval from the Railroad may not be granted. d. The Contractor must monitor the track, ground and shoring for movement. See Section 2.6 for monitoring. e. The Applicant and Contractor shall be jointly responsible for the design, construction and performance of the temporary structure. f. The Contractor must review the temporary shoring plans to ensure that the proposed method of construction is compatible with the existing site and soil conditions. Removal of the shoring system must also be addressed. g. The Contractor must obtain a valid right of entry permit from the Rai lroad and comply with all Railroad requirements when working on Railroad property. h. The Contractor is responsible to protect the Railroad ballast and subballast from contamination. i. The Contractor shall comply with all State and Federal Laws, county or municipal ordinances and regulations which in any manner affect the work. j. All removed soils will become the responsibility of the Contractor and shall be disposed of outside the Railroad Right-of-Way according to the applicable Federal, State and Local regulations. 384 UPRR & BNSF GUIDELINES FOR TEMPORARY SHORING, 12/7/2021 4 k. The project engineer and the Contractor shall evaluate the quality of materials furnished and work performed. l. The Applicant, at its expense, shall be solely responsible for all costs, design, construction, future replacement, maintenance, and serviceability of the proposed shoring project, except as noted otherwise in the Construction & Maintenance (C & M) Agreement with the Railroad. m. The Applicant shall be responsible for obtaining all Federal, State, Local and other permits for construction of the shoring project. i. The Engineer-of-Record shall be registered in the state of the project location. The Engineer-of- Record may be Applicant’s in-house staff or a consultant retained by the Applicant. The Contractor shall not employ the Engineer-of-Record as the Contractor's Engineer-of-Record or as a specialty engineer, with the exception of design build projects. n. The Applicant and/or the Engineer-of-Record have the ultimate responsibility and liability for the Construction Documents and liability for damages to Railroad property during and after construction of the shoring. o. The Contractor is responsible to comply with the construction documents prepared by the Applicant. The Contractor shall comply with Railroad requirements stated in the C & M Agreement prior to the commencement of any construction. The Contractor shall develop work plans that ensure the track(s) remain open to train traffic per Railroad requirements as stated in the C & M Agreement and meet the requirements of the Railroad Right-of-Entry Agreement (if applicable). p. The Applicant and Contractor is responsible for the security and safety of all people including the general public and trespassers, and the protection of Railroad infrastructure within the limits of the propos ed shoring project. Any damage to Railroad property such as track, signal equipment or structure could result in a train derailment. All damages must be reported immediately to the Railroad Local Representative and to the local Railroad Track Maintenance Representative. q. The Applicant and Contractor are required to meet all safety standards as defined by the Railroad, Federal Railroad Administration (FRA), Division of Occupational Safety and Health Administration (OSHA), Local, State and Federal Governments and the State Railroad Regulatory Body. TRACK, GROUND & SHORING MONITORING: The Contractor must monitor the track, ground and shoring for movement to ensure proper performance of the shoring system and the safe operation of trains. Record top of rail elevations and track alignment for the duration of the project. After the project is complete additional track and ground monitoring may be require d as deemed necessary by the Railroad. a. Track & Ground Monitoring requirements: In addition to Table 2: • For UPRR, see the Union Pacific Railroad Guidelines for Track & Ground Monitoring. • For BNSF, subject to direction of the BNSF project engineer for the project ii. Deflection Limits (Table 2), Section 3.8k, for both track and shoring deflection limits. • Displacements exceeding the limits defined in Table 2 must be immediately reported to the Railroad. All work on the project must stop and the Railroad may take any action necessary to ensure safe passage of trains. The Contractor must immediately submit a corrective action plan to the Railroad for review and approval. The Railroad must review and approve the proposed repair procedure. The repair must be inspected by the Railroad before any work on the project can proceed. b. Any damage to Railroad property such as track, signal equipment or structure could result in a train derailment. All damage must be reported immediately to the Railroad representative in charge of the project and to the Railroad Track Maintenance Representative. 385 UPRR & BNSF GUIDELINES FOR TEMPORARY SHORING, 12/7/2021 5 RAILROAD RIGHT-OF-WAY a. The Railroad Right-of-Way accommodates existing tracks, drainage systems, multiple utilities, access roads, Railroad support facilities and space for future track(s). b. The proposed project shall not limit existing or future Railroad operating capacity and utility accommodations within the Railroad Right-of-Way. c. Limits of Railroad Right-of-Way are to be located by the Applicant and identified on the plans. CONSTRUCTION AND MAINTENANCE AGREEMENT a. Prior to construction on Railroad Right-of-Way, Applicants must have an executed a C & M Agreement with the Railroad. b. The C & M agreement shall, at a minimum, include a funding source, cost estimate, insurance and indemnification requirements, method of payment, responsibility for design, construction, ownership, maintenance and future replacement. c. The Applicant shall own, maintain and replace the proposed project at no cost to the Railroad and with no interruption to Railroad operations during construction, maintenance and future re placement of the structure. d. The Railroad shall, at its own expense, be responsible for ownership and maintenance of ballast and track components only. e. The Applicant shall provide, at no cost to the Railroad, traffic control and/or detours to allow occupat ion of the roadway by the Railroad or its contractor(s) to perform periodic inspections as required. f. The Applicant is responsible for performing the work in accordance with the terms specified in the C & M Agreement. RAILROAD REVIEW PROCESS a. How to Communicate with the Railroad i. All design and construction submittals shall be sent to the Railroad Representative who will pass them along for Railroad review. b. Railroad Compensation Agreement: i. Prior to any review, the Railroad Local Representative shall receive written notice from the Applicant agreeing to pay all costs associated with the Railroad’s (or its consultant’s) review of the design plans, construction documents and construction monitoring phase. This is often referred to as the Preliminary Engineering Agreement (PE Agreement). ii. The estimated costs of such PE Agreement shall not be the upper limit of the costs but will provide a guideline for budgeting purposes. Regardless, all actual costs incurred by the Railroad (or its consultants) during the review of design plans, construction documents, and construction monitoring submittals shall be fully recoverable from the Applicant. c. Railroad Review Duration i. Review of design submittals and resubmittals by the Railroad (or its consultants) will require a minimum of 4 weeks each individual submission to the Railroad. ii. To expedite the review process of the temporary shoring plans, drawings submitted to the Railroad shall be in accordance with these Guidelines. Otherwise, longer review times shall be expected. iii. To avoid impacting the construction schedule, the Contractor should schedule submittals at least 4 to 6 months in advance. iv. Partial, incomplete or inadequate designs will be rejected, thus delaying the approval. v. Revised submittals will follow the same procedure as the initial submittal until all issues are resolved. 386 UPRR & BNSF GUIDELINES FOR TEMPORARY SHORING, 12/7/2021 6 d. Applicant and Engineer of Record Review i. Before providing submittals for the Railroad to review, t he applicant and or Engineer of Record must first review and approve the submittal for compliance with the project specifications, AREMA Manual, these Guidelines and structural capacity. Exceptions or proposed alternatives, if any, must be clearly communicated and identified for all submittals involved. ii. Drawings and calculations must be signed and stamped by a licensed professional engineer familiar with railway loadings and is licensed in the state where the shoring system is intended for use. e. Construction May Commence Only When: i. The Contractor must not begin construction of any component of the shoring system affecting the Railroad Right-of-Way until written Railroad approval has been received. APPROVAL EXPIRATION a. Written approval of Final Plans will be valid for two years from the date of approval by the Railroad unless otherwise provided in the C&M Agreement. If construction of the approved structure has not begun within this period, the Railroad shall have the right to perform a design review, at the cost of the Applicant, to confirm compliance with the Railroad’s then-current Guidelines before a Railroad Right-of–Entry Agreement is issued to begin construction. 3. DESIGN GENERAL DESIGN REQUIREMENTS a. Shoring Zones (see Figure 1 below): i. All dimensions are measured perpendicular to the centerline of track. ii. For ALL excavations within Zone A, shoring plans shall be accompanied by design calculations. iii. All shoring within the limits of Zone A must be placed prior to the start of excavation. FIGURE 1 387 UPRR & BNSF GUIDELINES FOR TEMPORARY SHORING, 12/7/2021 7 b. Excavation Limits: No excavation shall be permitted closer than 15’-0” measured at a right angle from the centerline of track to the trackside of shoring system. c. Evaluate slope and stability conditions to ensure the Railroad embankment will not be adversely affected. Local and global stability conditions must also be evaluated. d. Lateral clearances must provide sufficient space for construction of the required Railroad ditches parallel to the standard Railroad roadbed section. The size of ditches will vary depending upon the flow and terrain and should be designed accordingly. e. Protect Open Excavations: i. Any excavation, holes or trenches on the Railroad property shall be covered, guarded and/or protected. Handrails, fence, or other barrier methods must meet OSHA and FRA requirements. Temporary lighting may also be required by the Railroad to identify tripping hazards to train crewmen and other Railroad personnel. f. The most stringent project specifications shall be used of the Public Utilities Commission Orders, Department of Industrial Safety, OSHA, FRA, AREMA, BNSF, UPRR or other governmental agencies . g. Secondhand material is not acceptable unless the Engineer of Record submits a full inspection report which verifies the material properties and condition of the secondhand material. The report must be signed and sealed by the Engineer of Record. h. Shoring Removal: i. All components of the shoring system are to be removed when the shoring is no longer needed to the extent that there is no impact to Railroad operations. All voids must be filled and compacted properly, and drainage facilities restored. See compaction requirements in Section 3.5c. ii. If the shoring cannot be completely removed, it shall be removed at least 3.0 feet below the final finished grade or at least 3.0 feet below the base of rail, whichever is lower, unless otherwise specified by the Railroad and only if approved by the Railroad. iii. No traffic during unsupported excavations resulting from shoring removal. i. Soldier piles may be installed in predrilled holes if the requirements of AREMA, Vol. 2, Ch. 8, Article 28.5.4.3 and the following are met: i. Slurry and drilling fluid type materials are not acceptable as backfill for soldier piles in drilled holes. ii. Concrete and flowable backfill may be used but might prevent removal of the embedded piles. If width of the drilled hole will be relied on for passive resistance, the concrete backfill shall have a minimum compressive strength of 3,000 psi, and a minimum coverage of at least 3.0 inches between the edge of the pile and drilled hole. iii. Compacted pea gravel material is allowed as backfill if the groundwater level is below the bottom of the drilled hole, the diameter of the hole is at least 12 inches greater than the diagonal width of the pile, and the pea gravel is placed in successive lifts of 8 inches or less in thickness and either consolidated by vibrating the pile or being dry rodded between each lift. The design passive resistance shall be based on the lessor of that derived from either the surrounding subsurface soils or the pea gravel. The pea gravel shall be assumed to have a friction angle no greater than 34 degrees. iv. Temporary or permanent casing is used to support the sides of the drilled hole for holes drilled within 25 feet from centerline of track, or 2 times the hole diameter plus 15 feet from centerline of track, whichever is greater. The thickness and strength of the steel casing shall be sufficient to support the loads described in Section 3.7, and shall be specified on the plans. j. Tieback & Soil Nail Anchor Rods i. Soil Nails are defined as drilled-in ground anchors that require ground and wall movement to occur before fully utilized, and Tiebacks are defined as tie rods and drilled-in ground anchors that are prestressed after installation. 388 UPRR & BNSF GUIDELINES FOR TEMPORARY SHORING, 12/7/2021 8 ii. Tiebacks & Soil Nails are not approved to permanently retain Railroad embankment supporting tracks. iii. Tiebacks & Soil Nails installed below active tracks shall be cased during anchor installation. iv. Tiebacks & Soil Nails shall be installed a minimum of 6 feet below base of rail, unless comprised of fiberglass or fully removed after the shoring is no longer needed. Additionally, the upper surface of the grouted tieback or soil nail shall be no less than 3.5 feet below base of rail. v. Tiebacks & Soil Nails shall be designed for gravity placement of grout unless pressure grouting can be proven to not cause an unacceptable risk of track heave. vi. For shoring that will extend above existing grade, which will result in the shoring being backfilled with compacted fill, settlement of the backfill, and associated impacts to shoring and adjacent structures, shall be evaluated. If tieback tie rods will be installed within the compacted backfill, the tie rods shall be placed in the bottom of pipe sleeves that have sufficient diameter to prevent vertical loading on the tie rods from backfill settlement. The pipe sleeves shall also have sufficient strength to support overburden backfill and surcharge loads. vii. The contractor is responsible for providing an approved test method to verify the capacity of anchored or tieback systems. The manufacturers recommendations for testing must be satisfied. Systems which support the Railroad embankment will be considered high risk in determining the percentage of elements to be proof tested. viii. Cement-grouted anchors tiebacks shall be installed, tested and stressed in accordance with the project specifications, AREMA requirements, FHWA-IF-99-015, Geotechnical Engineering Circular 4, Ground Anchors and Anchored Systems. k. The proximity of existing structures shall be evaluated when determining shoring installation methods. Installation of shoring by vibratory or impact hammers has the potential to cause dynamically induced subsidence of existing structures and track. The Railroad may dictate shoring installation methods as required on a case by case basis. INFORMATION REQUIRED a. Plans and calculations shall be submitted, signed and stamped by a Licensed Professional Engineer familiar with Railroad loadings and who is licensed in the state where the shoring system is intended for use. See Section 3.9 for requirements on plan submittals. In addition to plans and calculations, the following information is also required. b. Field Survey i. The field survey shall be referenced to the centerline of track(s) and top of rail elevations. Existing grades and alignment of tracks and roads shall be surveyed. The location of existing utilities shall also be determined. c. Drainage i. The drainage pattern of the site before and after construction should be analyzed and adequate drainage provisions should be incorporated into the plans and specifications. Consideration should be given to groundwater seepage as well as surface drainage. ii. Drainage provisions for backfill should be compatible with the assumed water conditions in design. d. Geotechnical Report – See Section 3.5, Subsurface Characterization. e. Assumed Loading – See Section 3.7, Applied Loads and Calculations. f. Structural Design Calculations – See Section 3.8, Structural Design Calculations. 389 UPRR & BNSF GUIDELINES FOR TEMPORARY SHORING, 12/7/2021 9 DESIGN PROCEDURE a. Shoring design should generally adhere to the following procedure: Step 1) Determine proposed excavation location and depth. Step 2) Establish subsurface and surface conditions at proposed shoring location. See Section 3.5 for requirements. Step 3) Select shoring type (see Section 3.6) Step 4) Determine Applied Loads • Lateral Driving Pressures on back side of shoring, which would consist of the following: o Earth pressure (Active, At-Rest, Apparent) (see Sections 3.7c.i, 3.7c.ii, and 3.7c.iii) o Surcharge pressures (see Section 3.7c.iv) o Hydrostatic pressure (see Section 3.7c.v) • Lateral Resisting Pressures on the front side of shoring, which would consist of the following: o Passive earth pressure (see Section 3.7d.i). o Passive earth pressure reductions (e.g., seepage uplift) (see Section 3.7d.ii) o Resisting loads from braces and tiebacks Step 5) Perform Structural Design Calculations • Perform stability analysis to establish the minimum embedment depth of shoring and anchor/brace loads (see Section 3.8j). o For complex shoring designs, perform global and basal heave stability analyses (see Section 3.8j). • Verify deflection is within that allowable (see Section 3.8k). • Verify strength of structural elements are not exceeded (see Section 3.8i) (Step 1) EXCAVATION LOCATION a. See Figure 1, Section 3.1b for excavation limits. b. Shoring systems should be located as far from the Railroad track and structures as possible. (Step 2) SUBSURFACE CHARACTERIZATION a. Subsurface exploration. i. Sufficient borings shall be made along the length of the structure to determine, with a reasonable degree of certainty, the subsurface conditions. Irregularities found during the initia l soil boring program may dictate that additional borings be performed. ii. In general, borings should be performed within 50 feet of the planned location of shoring, or closer as necessary. If the planned shoring is longer than 250 feet in length, additional borings shall be performed along the length of the shoring on an average spacing of 250 feet. iii. Borings shall be performed to a depth sufficient to fully characterize the soils adjacent to and below the proposed shoring. iv. Unless otherwise stated in these guidelines, subsurface investigation shall also be made in accordance with the provisions of AREMA, Vol. 2, Ch. 8, Part 22, Geotechnical Subsurface Investigation. b. Type of backfill and backfill properties. i. Backfill is defined as material behind the wall, whether undisturbed ground or compacted fill, that contributes to the pressure against the wall. 390 UPRR & BNSF GUIDELINES FOR TEMPORARY SHORING, 12/7/2021 10 ii. The compacted fill may be classified with reference to the soil types described in AREMA Vol. 2, Ch. 8, Articles 5.2.5 and 5.3.2. However, the unit weight used in design shall be representative of the actual unit weight of the material as measured by laboratory testing. c. Backfill placement and compaction. i. The compacted fill shall meet the latest version requirements of Section 31 23 26 of the UPRR General Conditions and Specifications (UPRR) or BNSF Standard Construction Specifications (BNSF). ii. No dumping of backfill material shall be permitted in such a way that the successive layers slope downward toward the wall. The layers shall be horizontal or shall slope downward away from the wall. iii. If the wall is not free to rotate (i.e., is anchored or braced) and achieve an active condition during compaction of the backfill, the induced earth pressure due to compaction shall be evaluated. The assumed earth pressure shall be no less than the at-rest earth pressure (see Section 3.7c.ii). d. Stress states and corresponding soil strength properties. i. Saturated cohesive soils (clays and some silts) can reside in two different stress states while shoring is in service: • Undrained / Total Stress: A short-term condition where the undrained shear strength (Su) of the soil should be used for analysis. • Drained / Effective Stress: A long-term condition where drained effective friction angle (’) and effective cohesion (c’) of the soil should be used for analysis. ii. It is impossible to accurately predict how long saturated cohesive soils will remain in an undrained / total stress state before pore pressures dissipate and the soil achieves a drained / effective stress state. For this reason, the Undrained Cohesive soil state shall only control for design when it results in a higher factor of safety for the shoring design than that estimated for the Drained Cohesive soil state. This will generally only be the case when the cohesive soils are relatively soft. iii. It is noted that cohesive soils can also reside in an “unsaturated” state, where the soil can be characterized by an unsaturated shear strength. The unsaturated shear strength of a cohesive soil can vary drastically as it’s moisture content increases or decreases. Given the impossibility of predicting moisture content changes for soils exposed to weather and groundwater fluctuations, the unsaturated shear strength of the soil shall not be used for design. iv. Saturated and unsaturated cohesionless soils (some silts, sands, and gravels) should be assumed to always reside in a drained / effective stress state. e. A Geotechnical Report summarizing the existing and proposed subsurface conditions shall be provided by a Licensed Professional Engineer. The Geotechnical Report shall include: i. Boring location plan showing the location of each boring in relation to tracks and the proposed shoring. ii. Boring logs that indicate the elevation and depth of each layer of soil encountered, USCS classification of each layer of soil, an indication of whether the soil is fill or natural soil, the depth/elevation of groundwater, results of in-situ testing, index properties of the soil layers as determined by laboratory testing (e.g., moisture, density, sand content , plasticity, unconfined strength, etc.) iii. Results of all laboratory testing. Laboratory testing shall include at a minimum: moisture content, density, unconfined compression tests on clay/rock, and direct shear or triaxial compression testing on soils to determine the effective cohesion and internal angle of friction. 391 UPRR & BNSF GUIDELINES FOR TEMPORARY SHORING, 12/7/2021 11 iv. Recommended soil properties for the design of shoring for each layer of soil as follows: • Top/bottom elevation of soil layer • Moist () and effective (’) unit weight • Undrained shear strength (Su) of cohesive soils • Effective cohesion (c’) and friction angle (’) • Active and passive earth pressure coefficients • Parameters for p-y curve generation, if necessary. v. If required, allowable bearing capacity for spread footings. vi. Compaction recommendations for backfill, optimum moisture content and maximum density of fill material, and design parameters for the compacted fill. See Sections 3.5b and 3.5c. vii. Water table elevation to be assumed on both sides of the shoring system. viii. Dewatering recommendations, as needed, and proposed flownets or zones of groundwater influence. (Step 3) SHORING TYPES a. Shoring/Trench Box is a prefabricated shoring system which is installed as the excavation progresses. This system is allowed in special applications only, typically where Railroad live load surcharge is not present unless it can be shown that the over excavation outside the box will be filled and compacted before the presence of Railroad live load. b. Anchored systems with tiebacks are discouraged, as the tiebacks will be an obstruction to future utility installations and may also damage existing utilities. If used, see Section 3.1.j for design requirements for tiebacks and soil nails. c. Sheet Pile Wall (Anchored) is a structure designed to provide lateral support for a soil mass and derives stability from passive resistance of the soil in which the sheet pile is embedded and the tensile resistance of tiebacks. d. Sheet Pile Wall (Cantilevered) is a structure designed to provide lateral support for a soil mass and derives stability from passive resistance of the soil in which the sheet pile is embedded. Cantilever sheet pile walls shall be used only in granular soils or stiff clays. The maximum height of wall above the excavation line shall be 10 feet in Zone A (see Figure 1) and 12 feet in Zone B. e. Soldier Pile with Lagging Wall (Anchored) is a structure designed to provide lateral support for a soil mass and derives stability from passive resistance of the soil /rock in which the soldier beam is embedded and from the tensile resistance of tiebacks. Soldier beams include steel H-piles, wide flange sections or other fabricated sections that are driven or set in drilled holes. Lagging refers to the members spanning between soldier beams. f. Soldier Pile with Lagging Wall (Cantilever) is a structure designed to provide lateral support for a soil mass and derives stability from passive resistance of the soil /rock in which the soldier beam is embedded. The maximum height of the wall above the excavation line shall be 8 feet for Zone A (see Figure 1) and 12 feet for Zone B. g. Braced Excavation is a structure designed to provide lateral support for a soil mass and derives stability from passive resistance of the soil in which the vertical members are embedded and from the structural capacity of the bracing members. For purposes of these guidelines, the vertical members of the braced excavation system include steel sheet piling or soldier beams comprised of steel H-piles, wide flange sections, or other fabricated sections that are driven or installed in drilled holes. Wales are horizon tal structural members designed to transfer lateral loads from the vertical members to struts or rakers. Struts and rakers are structural compression members that support the lateral loads from the wales and transfer the load to either another side of a shored excavation (struts) or to a reaction pile/thrust block (raker). h. Cofferdam is an enclosed temporary structure used to keep water and soil out of an excavation for a permanent structure such as a bridge pier or abutment or similar structure. Cofferdams may be 392 UPRR & BNSF GUIDELINES FOR TEMPORARY SHORING, 12/7/2021 12 constructed of timber, steel, concrete or a combination of these. These guidelines consider cofferdams primarily constructed with steel sheet piles. (Step 4) APPLIED LOADS AND CALCULATIONS a. For shoring design submittal, all design criteria, temporary and permanent loading must be clearly stated in the design calculations and on the contract and record plans. b. Applied loading will consist of driving pressures/forces on the back of the shoring and resisting pressures/forces on the front of the shoring. • Driving pressure will generally consist of: o Active, At-Rest & Apparent pressures. (Sections 3.7c.i, 3.7c.ii, 3.7c.iii) o Surcharge (Section 3.7c.iv) o Hydrostatic pressures (Section 3.7c.v). • Resisting pressure will generally consist of: o Passive earth pressure (3.7d.i) and brace/tieback loading. c. Driving Pressures/Loads: i. Active Earth Pressure • Use for cantilever walls and flexible walls with only one row of tiebacks/braces (i.e., flexible anchored bulkheads), if the minimum deflection criteria per AREMA Vol. 2, Ch. 8, Article 20.1.2.d is met. If the minimum deflection criteria for flexible anchored bulkheads is not met, use Apparent Earth Pressure for top-down shoring construction (Section 3.7c.iii), and At-Rest Earth Pressure for walls that are backfilled (Section 3.7c.ii). • The active earth pressure may be computed by the Rankine, Coulomb or Log-Spiral theories. The active earth pressure may also be based on general soil type per AREMA Vol. 2, Ch. 8, Part 20, Table 8-20-3 as provided in the Appendix. • For interface friction angles used for Coulomb and Log-Spiral theories, the interface friction angle shall not be greater than one-half of the effective friction angle of the soil, or that consistent with published values for specific types of soil in contact with either steel or concrete (e.g., NAVFAC DM7.02, Chapter 3, Table 1). • The backslope of the retained soil shall be considered when calculating the active earth pressure. • See Section 3.5b. Subsurface Characterization, for further requirements for computing earth pressure from compacted backfill. 393 UPRR & BNSF GUIDELINES FOR TEMPORARY SHORING, 12/7/2021 13 FIGURE 2 ❖ NON-COHESIVE SOILS Level Backslope (Rankine) 𝜎𝐴𝐻= 𝐾𝐴 𝛽 𝑧 ,𝑣�𝑒𝑛𝑒 𝐾𝐴=𝑛𝑎𝑛2 (45 −𝜙′ 2 ) Sloping Backslope (Rankine) 𝜎𝐴𝐻= 𝐾𝐴 𝛽 𝑧 𝑐𝑛𝑛 𝛽 ,𝑣�𝑒𝑛𝑒 𝐾𝐴=cosβ (𝑐𝑛𝑛𝛽−√𝑐𝑛𝑛2 𝛽−𝑐𝑛𝑛2 𝜙′ 𝑐𝑛𝑛𝛽+√𝑐𝑛𝑛2 𝛽−𝑐𝑛𝑛2 𝜙′ ) ❖ COHESIVE SOILS & FRACTURED ROCK Drained Cohesive & Fractured Rock - Level & Sloping Backslope (Rankine/Bell) ▪ Use these drained equations unless the undrained equations below result in greater earth pressures in the shoring design. 𝜎𝐴𝐻= 𝐾𝐴 𝛽𝑧−2𝑐′√𝐾𝐴 𝐾𝐴=𝑛𝑎𝑛2 (45 −𝜙′ 2 ) ,𝐹𝑛𝑛 𝐾𝑒𝑣𝑒𝑘 𝐵𝑎𝑐𝑘𝑛𝑘𝑛𝑛𝑒 𝐾𝐴=cosβ (𝑐𝑛𝑛𝛽−√𝑐𝑛𝑛2 𝛽−𝑐𝑛𝑛2 𝜙′ 𝑐𝑛𝑛𝛽+√𝑐𝑛𝑛2 𝛽−𝑐𝑛𝑛2 𝜙′ ) ,𝐹𝑛𝑛 𝑅𝑘𝑛𝑛�ℎ𝑛𝑖 𝐵𝑎𝑐𝑘𝑛𝑘𝑛𝑛𝑒 394 UPRR & BNSF GUIDELINES FOR TEMPORARY SHORING, 12/7/2021 14 ▪ Effective Cohesion Note: Effective cohesion shall be assumed to be zero, unless local experience by a Licensed Geotechnical Engineer indicates the fully softened strength of the clay will have an effective cohesion greater than zero. ▪ Fractured Rock Note: The active earth pressure for fractured rock and intermediate geomaterials (e.g., weak shales, sandstone, etc.) shall be based on either the rock mass effective cohesion and friction angle, or mass shear strength . The mass strength parameters shall be determine using a methodology that accounts for rock type, intact strength, spacing and conditions of joints, rock quality designation (RQD), geological strength index (GSI), and/or rock mass rating (RMR). Undrained Cohesive – Level Ground (Rankine/Bell) ▪ Only use undrained when it results in a higher earth pressure in the shoring design. Otherwise use the Drained equations above. ▪ Assumes =0 and c’=Su 𝜎𝐴𝐻=𝛽𝑧−2𝑅𝑢 𝒐𝒒 𝜎𝐴𝐻= 𝐾𝐴 𝛽 𝑧 ,𝑣�𝑒𝑛𝑒 𝐾𝐴=1 −2𝑅𝑢 𝛽𝑧 Very Soft to Medium Clays/Silts ▪ Where the Stability Number Ns = *H/Sub is greater than 4, active earth pressure shall be estimated as the greater of that determined using the equations above for drained (effective) and undrained (total stress) conditions, or the equations directly below. The factor of safety against basal heave shall also be analyzed per Section 3.8j.ii3.8. For Ns > 6, the global stability of the shoring shall also be evaluated by a limit-equilibrium method of slices per Section 3.8j.ii. o For 4 < Ns < 5.14, 𝐾𝐴=0.22 o For Ns > 5.14 (Henkel, 1971), 𝐾𝐴=1 −4𝑆𝑢 𝛾𝐻+2√2 𝑑 𝐻(1 −5.14𝑆𝑢𝑏 𝛾𝐻)≥0.22 Where: Su = Undrained strength of retained soil (lbf/ft2) Sub = Undrained strength of soil below excavation base (lbf/ft2)  = Total unit weight of retained soil (lbf/ft3) H = Total excavation depth (ft) d = Depth of potential base failure surface below base of excavation (ft) (The lessor of either the thickness of soft to medium stiff clay below the bottom of excavation, or the width of the excavation divided by the square root of 2. See Figure 3 below.) 395 UPRR & BNSF GUIDELINES FOR TEMPORARY SHORING, 12/7/2021 15 FIGURE 3 ii. At-Rest Earth Pressure. • Used for rigid walls (e.g., reinforced concrete walls) that deflect less than that indicated in Table 1. Table 1 - When to Use At-Rest Earth Pressure Type of Backfill Wall Deflection / Wall Height Dense sand 0.001 Medium dense sand 0.002 Loose sand 0.004 Compacted Silt 0.002 Compacted lean clay 0.010 Compacted fat clay 0.010 (Clough & Duncan, 1991) • At-Rest earth pressure shall also be used for walls that are restrained above the dredge line by braces/tiebacks and are backfilled with compacted fill. See also Section 3.8j.ii. • At-Rest earth pressure shall be calculated as follows: Level Ground 𝜎0𝐻= 𝐾0 𝛽 𝑧 ,𝑣�𝑒𝑛𝑒 𝐾0 =(1 −𝑛�ℎ𝑛𝜙′)𝑂𝐵𝑅(𝑠𝑖𝑛𝜙′) Sloping Backslope 𝜎0𝐻= 𝐾0 𝛽 𝑧 (1 +s�ℎ𝑛𝛽) Where: 0H – Horizontal At-Rest Earth Pressure (lbf/ft2) K0 – At-Rest Earth Pressure Coefficient ’ – Effective Friction Angle (deg) OCR – Over-Consolidation Ratio  – Backslope Angle (deg) 396 UPRR & BNSF GUIDELINES FOR TEMPORARY SHORING, 12/7/2021 16 iii. Apparent Earth Pressure • Use for braced excavations with single or multiple levels of braces/tiebacks. • Use equations determined per AREMA Vol. 2, Ch. 8, Article 28.5.4.1 or FHWA-IF-99-015, Sections 5.2.4 (sands), 5.2.5 (stiff to hard clays) and 5.2.6 (soft to medium clays). • For braced excavations that bottom out in very soft to medium stiff clays/silts, where the Stability Number Ns = *H/Sub is greater than 4, the requirements of Section 3.7c.i for very soft to medium clays shall also apply if they control for design. iv. Surcharge Loads • Loads include but are not limited to: Railroad vertical and centrifugal loading, railroad service vehicles (HS-20 truck), roadway loading, fills placed above the top of shoring, construction equipment, crane pads, future grading and paving, structures, material storage piles, and snow. • Dead load assumptions to be used for design: o Spoil pile: must be included assuming a minimum height of two feet of soil adjacent to the excavation. o Track: use 200 lbs/linear-ft for rails, inside guardrails and fasteners. o Roadbed: ballast, including track ties, use 120 lbs per cubic foot. • For specific applications of the Cooper E80 live load, refer to in Appendix 5.1, which illustrates Live Load Pressure Due to Cooper E80. • Additional analysis for centrifugal force calculations as described in AREMA Vol. 2, Ch. 15, Article 1.3.6. Centrifugal Loads are required where shoring is located along the outer side of curved track and track curvature exceeds three degrees. • Lateral pressure from to infinite and uniform surcharge load. o The surcharge can effectively be treated as another soil layer, whereby the vertical surcharge pressure is multiplied by the active or at-rest earth pressure coefficient as shown below: 𝜎𝑈𝐴=𝐾𝐴𝑛 𝑛𝑛 𝜎𝑈0 =𝐾0 𝑛 Where: UA – Uniform lateral surcharge pressure for active condition (lbf/ft2) U0 – Uniform lateral surcharge pressure for at-rest condition (lbf/ft2) KA - Active earth pressure coefficient K0 – At-rest earth pressure coefficient q - Uniform surcharge load (lbf/ft2) • Lateral pressure from to point, line, uniform strip, and rectangular-area surcharge loads. o Equations shall be based on Boussinesq theory (i.e., elastic theory) and a rigid wall condition. o For point loads, see AREMA, Vol. 2 , Ch. 8, Article 20.3.2.4. o For line loads, see AREMA, Vol. 2 , Ch. 8, Article 20.3.2.3. o For rectangular loads, see NAVFAC DM7.02, Figure 11. o For uniform strip loads, see Case I (Cooper E80 loading parallel to walls) in Appendix 5.1, or AREMA, Vol. 2 , Ch. 8, Article 20.3.2.2. • Trial Wedge method per AREMA, Vol. 2 , Ch. 8, Article C5.3.2.II may also be used. 397 UPRR & BNSF GUIDELINES FOR TEMPORARY SHORING, 12/7/2021 17 v. Hydrostatic Pressure Due to Unbalanced Groundwater Levels. • Hydrostatic pressure shall be assumed on secant/tangent pile and sheet pile shoring if the base of the excavation extends below the water table and no drainage system is installed behind the shoring. • Weep holes are not considered an effective drainage system, unless the soil behind the shoring above the dredge line is uniformly free-draining granular material. d. Resisting Pressures/Loads: i. Passive earth pressure • The passive earth pressure, Pp, below the excavation line may be computed by Rankine or Log-Spiral theories, but not the Coulomb theory. • For Log-Spiral theory, the interface friction angle shall not be greater than one-half of the effective friction angle of the soil, or that consistent with published values for specific types of soil in contact with either steel or concrete. • The passive earth pressure for cohesionless soils (sands, gravels and some silts), uncontrolled fill, and mixed layers of cohesive and cohesionless soil shall be calculated based on the effective friction angle of the soil. • The passive earth pressure for cohesive (clay and some silts) soils and controlled backfill shall be calculated for the effective stress condition (see Section 3.5d.i for definition), unless the resulting earth pressure for the total stress condition (i.e., Su) is less. • For conditions where the slope in front of the shoring slopes down and away from the wall, t he slope in front of the wall shall be considered when calculating passive pressure. If the ground in front of the shoring slopes upwards away from the wall, the ground level shall be assumed to be level for analysis. • For reference, Rankine equations are provided below: KP – Passive Earth Pressure Coefficient PH – Horizontal Passive Earth Pressure (lbf/ft2) ’ – Effective Friction Angle (deg) c’ – Effective cohesion (lbf/ft2) Su – Undrained Shear Strength (lbf/ft2)  – Moist Unit Weight of Soil (lbf/ft3) z – Depth Below Ground Surface (ft)  – Front Slope Angle (deg) NON-COHESIVE SOILS Level Frontslope (Rankine) 𝜎𝑃𝐻= 𝐾𝑃 𝛽 𝑧 ,𝑣�𝑒𝑛𝑒 𝐾𝑃=𝑛𝑎𝑛2 (45 +𝜙′ 2 ) Sloping Frontslope (Rankine) ▪ Use only if ground is sloping down and away from shoring (i.e.,  is negative) 𝜎𝑃𝐻= 𝐾𝑃 𝛽 𝑧cos 𝛽 ,𝑣�𝑒𝑛𝑒 𝐾𝑃 =cosβ (𝑐𝑛𝑛𝛽+√𝑐𝑛𝑛2 𝛽−𝑐𝑛𝑛2 𝜙′ 𝑐𝑛𝑛𝛽−√𝑐𝑛𝑛2 𝛽−𝑐𝑛𝑛2 𝜙′ ) 398 UPRR & BNSF GUIDELINES FOR TEMPORARY SHORING, 12/7/2021 18 COHESIVE SOILS & FRACTURED ROCK Drained Cohesive & Fractured Rock - Level & Sloping Backslope (Bell’s) 𝜎𝑃𝐻= 𝐾𝑃 𝛽𝑧+2𝑐′√𝐾𝑃 𝐾𝑃=𝑛𝑎𝑛2 (45 +𝜙′ 2 ) ,𝐹𝑛𝑛 𝐾𝑒𝑣𝑒𝑘 𝐹𝑛𝑛𝑛𝑛𝑛𝑘𝑛𝑛𝑒 𝐾𝑃 =cosβ (𝑐𝑛𝑛𝛽+√𝑐𝑛𝑛2 𝛽−𝑐𝑛𝑛2 𝜙′ 𝑐𝑛𝑛𝛽−√𝑐𝑛𝑛2 𝛽−𝑐𝑛𝑛2 𝜙′ ) ,𝐹𝑛𝑛 𝑅𝑘𝑛𝑛�ℎ𝑛𝑖 𝐹𝑛𝑛𝑛𝑛𝑛𝑘𝑛𝑛𝑒 ▪ Effective cohesion shall be assumed to be zero unless local experience by a Licensed Geotechnical Engineer indicates the fully softened strength of the clay will have an effective cohesion greater than zero. ▪ The passive resistance for fractured rock and intermediate geomaterials (e.g., weak shales, sandstone, etc.) shall be based on either the rock mass effective cohesion and friction angle, or mass shear strength. The mass strength parameters shall be determine using a methodology that accounts for rock type, intact strength, spacing and conditions of joints, rock quality designation (RQD), geological strength index (GSI), and/or rock mass rating (RMR). Undrained Cohesive – Level Ground (Rankine/Bell) ▪ Only use undrained when it results in a lower earth pressure in the shoring design. Otherwise use Drained equations above. ▪ Assumes =0 and c’=Su 𝜎𝑃𝐻=𝛽𝑧+2𝑅𝑢 𝒐𝒒 𝜎𝑃𝐻= 𝐾𝑃 𝛽 𝑧 𝑣�𝑒𝑛𝑒 𝐾𝑃=1 +2𝑅𝑢 𝛽𝑧 • For soldier pile walls, the upper 1.5 pile/shaft diameters of passive resistance in soil below the excavation line shall be ignored per AREMA, Vol. 2, Ch. 8, Article 28.5.3.2.a. • Allowable arching factors for soldier pile walls shall comply with AREMA, Vol. 2, Ch. 8, Article 28.5.3.2.a. • As noted in Section 3.1i.ii above, the width of the drilled hole for a soldier pile shall not be assumed to provide passive resistance unless the concrete backfill has a minimum compressive strength of 3,000 psi, and a minimum coverage of at least 3.0 inches between the edge of the pile and drilled hole. • P-y curve methods shall use a P-multiplier less than 1 to account for group effects on sheet and soldier pile walls when piles are spaced less than 3.5D apart on center, and for slopes in front of the wall. ii. Seepage pressures on bulkheads and cofferdams. • Where the imbalance of water levels results in water seeping under the bottom of s horing and upward into the excavation, the seepage pressures on the wall and base of excavation shall be based on flownet or equivalent analyses, and the passive resistance reduced accordingly. See AREMA, Vol. 2, Ch. 8, Article 20.3.5 or FHWA-IF-99-015 Section 5.2.9 for further detail. 399 UPRR & BNSF GUIDELINES FOR TEMPORARY SHORING, 12/7/2021 19 (Step 5) STRUCTURAL DESIGN CALCULATIONS a. Temporary shoring is defined by AREMA, Vol. 2, Ch. 8, Article 28.1.1, and is anticipated to be in service for not more than an 18-month period. Earth retention structures that are anticipated to be in service for more than 18 months shall be designed per AREMA as permanent structures. b. Calculations shall be performed for each stage of construction, when one or more rows of braces/tiebacks are being implemented. The calculations shall be performed for each stage of excavation before the braces/tiebacks are installed for that stage. c. Calculations shall be performed by one of two methods: 1. Classical Method: A sum of forces and moments analysis whereby driving and resisting pressures are balanced. Driving pressures are applied from the top to the bottom of the back side of the shoring. For braced excavations, Apparent earth pressure will be applied from the top down to the excavation line, and below the excavation line, Active earth pressure will be applied down to the bottom of the shoring on the back side of the shoring. Resisting pressures/forces are applied from the excavation line to the bottom of the front side of the shoring. To achieve an acceptable factor of safety for embedment, the passive resistance will be reduced as required in Section 3.8j.i. It is noted that all AREMA requirements are based on an assumption that the Classical Method will be used for design. 2. P-y Method: A force-deflection analysis (i.e., Winkler beam analysis) whereby the soil below the excavation line on both sides of the shoring is characterized as springs. Driving earth pressures are generally only applied above the excavation line. However, surcharge loads are generally applied to the bottom of the shoring elements. Minimum embedment is based on the base of the shoring reaching fixity as required in Section 3.8j.i. d. Calculations shall be in English units. If Metric units are used, all controlling dimensions, elevations, design criteria assumptions, and material stresses shall be expressed in dual units, with English units to be in parentheses. e. List all assumptions used to design the temporary shoring system, and provide references for equations, tables, figures, and design criteria obtained from design manuals and guidelines. f. Computerized calculations and programs must clearly indicate the input and output data. List all equations used in determining the output. g. Example calculations with values must be provided to support computerized output and match the calculated computer result. h. Provide a simple free body diagram showing all controlling dimensions and applied loads on the temporary shoring system. i. Documents and manufacturer’s recommendations which support the design assumptions must be included with the calculations. j. Embedment depth and stability. i. The minimum depth of embedment is that required to balance driving and resisting pressures/loads. • The minimum factor of safety for balancing active and passive pressures shall be 1.5 (See AREMA, Vol. 2, Ch. 8, Article 20.5.1.a). The factor of safety is achieved by reducing the passive earth pressure resistance by a factor of 0.67. A calculated factor of safety based on shallow penetration into strong soil layer is not acceptable. • Note, some commercially available software packages add ~ 30% length to the embedment computed for moment equilibrium in order to achieve force equilibrium. This additional length added by the software is not the required factor of safety noted above. Additional embedment, beyond the 30% added by the software package, is required to achieve the specified factor of safety. 400 UPRR & BNSF GUIDELINES FOR TEMPORARY SHORING, 12/7/2021 20 • The minimum embedment for p-y methods shall be based on both the shoring meeting the deflection limit criteria in Table 2 over the full height of the shoring, and a moment reversal (i.e., moment diagram passes through zero twice) being achieve below the excavation line. ii. In special circumstances, as indicated in these guidelines, minimum embedment might also be controlled by basal heave or global stability. • The minimum factor of safety against basal heave shall be 1.5 for temporary structures. See FHWA-IF-99-015, Section 5.8.2 for further details on methodology. • The minimum factor of safety for global stability shall be 1.3 when using a limit-equilibrium method of slices. (See AREMA, Vol. 2, Ch. 8, Article 20.4.1.c). The global stability analyses shall consider failure surfaces that pass both below and through non-continuous shoring (e.g., soldier piles) located below the dredge line, as well as both through and behind wall anchors. See FHWA IF-99-015, Section 5.7.3 for further details on methodology. • Global stability shall also be analyzed for slopes steeper than 2(H):1(V) that are above, adjacent or below shoring. iii. Multiple tiers of shoring should not be used if the active wedge of the lower wall overlies the passive wedge of the upper wall. • If there is active/passive overlap between tiers of shoring, or the shoring will be supporting an existing retaining wall, the effect of loading of the upper wall/shoring on the lower wall shall be evaluated. This will require estimating the bearing, sliding and/or passive resistance demand of the upper wall, and applying those demands in part or fully to the lower wall. In addition, any loading in front of or behind the upper wall that is not fully supported by the wall, would also need to be applied to the shoring. Lastly, a global stability analysis per Section 3.8j.ii shall be performed to determine the external stability of the multi-tiered wall/shoring system. k. Deflection limits. i. Calculated total deflections of any part of the temporary shoring system and top of rail elevation shall not exceed the criteria outlined in Table 2 Deflection Criteria. Include the accumulated elastic deflection of all of the wall elements (piles, anchors, lagging, walers, strut/raker restraints, etc.), as well as the deflection due to the passive deflection of the resisting soil mass . Table 2 - Deflection Criteria Horizontal distance from shoring to track C/L measured at a right angle from track Maximum horizontal movement of shoring system Maximum acceptable horizontal or vertical movement of rail 15’ < S < 18’ 3/8” 1/4” 18’ < S < 25’ 1/2” 1/4” S > 25’ 1% of shoring height above excavation line - ii. Braced excavations should be designed for conditions in which the ground surface on all sides is relatively uniform in elevation. If the ground surface elevation varies significantly from one side of the excavation to the other, the deflection of the higher braced shoring towards the side with lower braced shoring shall be evaluated. This analysis would approximate that required for shoring supported by rakers, where the lower shoring acts as the raker thrust block, such that the passive deflection of the lower shoring is added to the higher shoring deflection and the resulting sum is verified to not exceed the deflection criteria in Table 2. 401 UPRR & BNSF GUIDELINES FOR TEMPORARY SHORING, 12/7/2021 21 l. Strength design. i. Shall be performed using the Service Load Design method. Allowable Stresses based on AREMA requirements are as follows: • Structural Steel Allowable Stress: See AREMA, Vol. 2, Ch. 15, Section 1.4, Table 15-1-11 For common shoring components, generally 0.55 of the yield strength of the steel. • Sheet Pile Sections: 2/3 of yield strength for steel. (AREMA, Vol. 2, Ch. 8, Article 20.5.7) • Concrete: 1/3 of Compressive strength. (AREMA, Vol. 2, Ch. 8, Article 20.5.7) • Anchor Rods: 1/2 of yield strength for steel. (AREMA, Vol. 2, Ch. 8, Article 20.5.7) ii. AISC allowances for increasing allowable stress due to temporary loading conditions are not acceptable. iii. Structures and structural members shall be designed to have design strengths at all sections at least equal to the required strengths calculated for the loads and forces in such combinations as stipulated in AREMA, Vol. 2, Ch. 8, Article 2.2.4b, which represents various combinations of loads and forces to which a structure may be subjected. Each part of the structure shall be proportioned for the group loads that are applicable, and the maximum design required shall be used. iv. In braced excavations, the connections between struts and wales shall be designed to resist both axial demands as well as the vertical demands from the self-weight of the members and any incidental vertical loads applied during construction. v. Stiffeners shall be provided at points of bearing concentrated load. (See AREMA Vol. 2, Ch.15, Article 1.7.7). m. Gravity type temporary shoring systems must also be analyzed for settlement, overturning, sliding, bearing capacity per AREMA, Vol. 2, Ch. 8, Part 5, and global stability per the requirements in Section 3.8j.ii. n. Anchor blocks and deadman for tiebacks shall be designed for a safety factor of 2.0, where safety factor is derived as the ratio of the net passive resistance (passive earth pressure minus active earth pressure) on the anchor block to the load on tie rod. To utilize the full allowable anchor capacity, the minimum length of the tie rod shall be as shown in Figure 4. If site constraints prevent the minimum length of tie rods from being implemented, the anchor capacity shall be reduced as Indicated in Figure 4. For deriving anchor block capacity where minimum tie rod length is achieved, NAVFAC DM7.02 or CalTrans 2011 may be referenced. i. For sheet and soldier pile deadman, p-y methods may be used. The sum of the estimated deflection of the deadman pile and shoring shall be less than that indicated in Section 3.8k. 402 UPRR & BNSF GUIDELINES FOR TEMPORARY SHORING, 12/7/2021 22 FIGURE 4 403 UPRR & BNSF GUIDELINES FOR TEMPORARY SHORING, 12/7/2021 23 DESIGN PLAN REQUIREMENTS a. Shoring design plans shall be in English units. If Metric units are used, all controlling dimensions, elevations, design criteria assumptions, and material stresses shall be expressed in dual units, with English units to be in parentheses. The shoring plans must completely identify the site constraints and the shoring system, and must be signed and stamped by a Licensed Professional Engineer, registered in the state where the work will be performed. Use the design templates provided in the appendix as an example to show the required information, specifications and drawings. The specific requirements of the plan submittals are as follows: i. General plan view should show: • Railroad Right-of-Way and North arrow. • Position of all railroad tracks and identify each track as mainline, siding, spur, etc. • Spacing between all existing tracks. • Location of all access roadways, drainage ditches and direction of flow. • Contours of existing grade elevations. • Footprint of proposed structure, proposed shoring system and any existing structures if applicable. • Proposed horizontal construction clearances. The minimum allowable is 15 feet measured at a right angle from centerline of track. In curved track the temporary horizontal construction clearances shall increase either 6 inches total or 1.5 inches for every degree of curve, whichever is greater, per Section 4.4.1.2 of the BNSF-UPRR Guidelines for Railroad Grade Separation Projects. • Location of existing and proposed utilities. • Location of soil borings used for design. • Specifications for all elements of the proposed shoring. • Detailed view of shoring along with controlling elevations and dimensions. ii. Typical sections and elevations perpendicular to adjacent track alignment should show: • Top of rail and/or top of tie elevations for all tracks. • Offset from the outside face of shoring system to the centerline of all tracks at all changes in horizontal alignment. • All structural components, controlling elevations and dimensions of shoring system. • All drainage ditches and controlling dimensions. • All slopes, existing structures and other facilities which may surcharge the shoring system. • Location of all existing and proposed utilities. • Total depth of shoring system. • For shoring with tiebacks/bracing, elevations for each temporary stage of shoring construction. • The assumed groundwater elevation. • The extent of the Zone A envelope as it overlies the proposed shoring. iii. General notes • Design loads to be based on the AREMA manual and Cooper E80 loading. • Pressure due to embankment surcharges. • ASTM designation and yield strength for each material. • Maximum allowable bending stress for structural steel is 0.55Fy. • Temporary overstress allowances are not acceptable. • All timber members shall be Douglas Fir grade 2 or better. • In-situ soil classification. • Backfill soil classification. • Soil properties used for design. • Active and passive soil coefficients. • Fill and backfill compaction criteria. • Slopes without shoring shall not be steeper than 2 horizontal to 1 vertical. • Dredge line elevation. • Shoring deflection to be calculated and meet Railroad requirements. • Rail, ground and shoring movement monitoring requirements. iv. Miscellaneous: • Project name, location, GPS coordinates, track owner, railroad line segment, milepost and subdivision in the title block. • A detailed construction sequence outlining the installation and removal of the temporary shoring system. • A description of the tieback installation including 404 UPRR & BNSF GUIDELINES FOR TEMPORARY SHORING, 12/7/2021 24 drilling, casing, grouting, stressing information and testing procedures, anchor capacity, type of tendon, anchorage hardware, minimum unbonded lengths, minimum anchor lengths, angle of installation, tieback locations, spacing, and distance below bottom of tie. • All details for construction of drainage facilities associated with the shoring system shall be clearly indicated. • Details and descriptions of all shoring system members and connection details. • Handrail and protective fence details along the excavation. • Railroad and other “CALL BEFORE YOU DIG” numbers and web sites • Construction clearance diagram. 4. DEFINITIONS Access Road: A road used and controlled by the Railroad for maintenance, inspection and repair. Applicant: Any party proposing a temporary retaining structure project on Railroad Right-of-Way or other Railroad operating location, regardless of track being active or out of service. Includes all agents working on behalf of the Applicant. AREMA: The current edition of the American Railway Engineering and Maintenance-of-Way Association Manual for Railway Engineering. AASHTO: The current edition of the American Association of State Highway and Transportation Officials Standard Specifications for Highway Bridges. BNSF: Burlington Northern Sante Fe Railway C & M Agreement: A Construction and Maintenance Agreement that has been negotiated between the Railroad and the Applicant that addresses all the duties and responsibilities of each party regarding the construction of the proposed grade separation and the maintenance requirements after construction of the said structure. Construction Documents: Design plans and calculations, project and/or standard specifications, geotechnical report and drainage report. Construction Window: A timeframe in which construction or maintenance can be performed by the Contractor with the required presence of a Flagman. Contractor: The individual, partnership, corporation or joint venture and all principals and representatives (including Applicant’s subcontractors) with whom the contract is made by the Applicant for the construction of the Grade Separation Project. Crossover: A track connection which allows trains and on-track equipment to cross from one track to another. Engineer-of-Record: The licensed Professional Engineer that develops the criteria and concept for the project and is responsible for the preparation of the Plans and Specifications. 405 UPRR & BNSF GUIDELINES FOR TEMPORARY SHORING, 12/7/2021 25 Final Plans: 100% plans signed & stamped by the Engineer-of-Record. Flagman: A qualified employee of the Railroad providing protection to and from Railroad operations per Railroad requirements. Guidelines: Information contained in this document or referenced in AREMA or AASHTO. Grade Separation Project: A project that includes an Overhead or Underpass Structure that crosses the Railroad Right-of-Way or other Railroad operating location regardless of track status being active or out of service. Main Track: A principle track, designated by Timetable or special instructions, upon which train movements are generally authorized and controlled by the train dispatcher. Main Track must not be occupied without proper authority. Multiple Main Tracks: Two or more parallel or adjacent Main Tracks. Overhead Structure: A Roadway and/or Trail Structure over the Railroad Right-of-Way. Railroad Local Representative / Railroad Representative: The individual designated by the Railroad as the primary point of contact for the project. Railroad: Refers to BNSF Railway and/or Union Pacific Railroad. Railroad Track Maintenance Representative (UPRR=MTM, BNSF=RDM): Railroad representative responsible for maintenance of the track and supporting subgrade. Railroad Right-of-Entry Agreement: An agreement between the Railroad and an Applicant or a Contractor allowing access to Railroad property. Railroad Right-of-Way: The limits of property owned, controlled and/or operated upon by the Railroad. Shoofly: A temporary track built to bypass an obstruction or construction site. Siding: A track connected to the Main Track used for storing or passing trains. Timetable: A Railroad publication with instructions on train, engine or equipment movement. It also contains other essential Railroad information. Trail: A pathway impacting Railroad Right-of-Way or other Railroad operating locations regardless of track status being active or out of service. This includes pedestrian, bicycle, approved motorized recreational equipment and equestrian uses. Underpass Structure: Railroad Structure over a Roadway and/or Trail. UPRR: Union Pacific Railroad 406 UPRR & BNSF GUIDELINES FOR TEMPORARY SHORING, 12/7/2021 26 Yard: A system of tracks of defined limits, other than main tracks and sidings, for storing and sorting cars and other purposes. Yard Limits: A portion of main track designated by “yard limit” signs and included in the timetable special instructions or a track bulletin. 5. APPENDIX LIVE LOAD PRESSURE DUE TO COOPER E80 LOADING 407 UPRR & BNSF GUIDELINES FOR TEMPORARY SHORING, 12/7/2021 27 CHART – LIVE LOAD PRESSURE DUE TO E80 LOADING This chart identifies the active pressure and resulting forces due to E80 liveload. 1. Select distance S from track centerline to face of shoring. 2. Select depth H2 below base of tie. 3. Read Ps, M, R and 𝑧̅ from the table. 4. Use the procedure outlined in the sample problem to determine values at non-tabulated points. 𝑷𝒒= 𝟐𝒒 𝝅[𝜶−𝐬𝐢𝐧𝜶𝐜𝐧𝐬(𝟐𝜶)] where q = 1778 psf Boussinesq surcharge pressure E80 live load for H1=0 Depth below top of shoring H2 (ft) Variables Horizontal distance (S) from shoring to track CL measured at a right angle 12 14 16 18 20 22 24 26 28 30 Ps (psf) 305 220 166 130 105 86 72 61 53 46  (radians) 1.38 1.41 1.44 1.45 1.47 1.48 1.48 1.49 1.50 1.50 2  (radians) 0.14 1.32 0.10 1.33 0.07 1.33 0.06 1.33 0.05 1.33 0.04 1.33 0.03 1.33 0.03 1.33 0.02 1.33 0.02 1.33 z (ft) M (ft-lbs/ft) 215 152 114 89 71 58 49 41 36 31 R (lbs/ft) 317 226 170 132 106 87 73 62 53 46 Ps (psf) 496 381 299 240 197 164 138 118 102 89  (radians) 1.21 1.27 1.31 1.34 1.36 1.38 1.40 1.41 1.43 1.44 4  (radians) 0.25 2.59 0.19 2.61 0.14 2.63 0.11 2.64 0.09 2.64 0.07 2.65 0.06 2.65 0.05 2.65 0.05 2.65 0.04 2.66 z (ft) M (ft-lbs/ft) 1,609 1,165 882 692 557 459 384 327 281 244 R (lbs/ft) 1,141 840 643 508 411 339 285 242 209 182 Ps (psf) 558 461 381 317 266 225 193 167 146 128  (radians) 1.06 1.13 1.19 1.23 1.27 1.29 1.32 1.34 1.35 1.37 6  (radians) 0.33 3.77 0.25 3.83 0.20 3.88 0.16 3.90 0.13 3.92 0.11 3.94 0.09 3.95 0.08 3.96 0.07 3.96 0.06 3.97 z (ft) M (ft-lbs/ft) 4,944 3,674 2,830 2,244 1,822 1,508 1,269 1,082 933 813 R (lbs/ft) 2,214 1,696 1,332 1,070 877 731 618 529 458 400 Ps (psf) 535 476 414 358 309 268 234 205 181 160  (radians) 0.94 1.02 1.08 1.13 1.17 1.21 1.24 1.26 1.29 1.30 8  (radians) 0.37 4.84 0.29 4.97 0.24 5.06 0.19 5.11 0.16 5.16 0.14 5.19 0.12 5.21 0.10 5.23 0.09 5.24 0.08 5.26 z (ft) M (ft-lbs/ft) 10,481 8,006 6,286 5,051 4,141 3,452 2,920 2,501 2,165 1,892 R (lbs/ft) 3,316 2,641 2,134 1,751 1,456 1,228 1,047 903 786 689 Ps (psf) 474 449 411 370 329 293 260 232 207 186  (radians) 0.83 0.92 0.99 1.04 1.09 1.13 1.17 1.19 1.22 1.24 10  (radians) 0.38 5.81 0.32 6.02 0.26 6.16 0.22 6.26 0.19 6.34 0.16 6.39 0.14 6.44 0.12 6.47 0.10 6.50 0.09 6.52 z (ft) M (ft-lbs/ft) 18,145 14,227 11,385 9,280 7,689 6,463 5,502 4,736 4,117 3,610 R (lbs/ft) 4,328 3,571 2,964 2,482 2,099 1,792 1,544 1,341 1,175 1,037 Ps (psf) 404 403 386 360 331 302 274 248 225 204  (radians) 0.75 0.83 0.90 0.96 1.01 1.06 1.10 1.13 1.16 1.18 12  (radians) 0.38 6.68 0.33 6.97 0.28 7.18 0.24 7.34 0.20 7.46 0.18 7.55 0.15 7.61 0.13 7.67 0.12 7.71 0.11 7.75 z (ft) M (ft-lbs/ft) 27,703 22,237 18,121 14,980 12,550 10,641 9,121 7,895 6,894 6,068 R (lbs/ft) 5,207 4,424 3,763 3,214 2,762 2,389 2,080 1,823 1,608 1,427 Ps (psf) 338 351 349 337 319 298 276 255 234 215  (radians) 0.68 0.76 0.83 0.89 0.94 0.99 1.03 1.07 1.10 1.13 14  (radians) 0.38 7.46 0.33 7.85 0.28 8.13 0.25 8.35 0.22 8.51 0.19 8.64 0.17 8.74 0.15 8.82 0.13 8.89 0.12 8.94 z (ft) M (ft-lbs/ft) 38,880 31,856 26,395 22,116 18,729 16,021 13,831 12,043 10,568 9,339 R (lbs/ft) 5,948 5,178 4,499 3,913 3,414 2,990 2,631 2,327 2,068 1,847 Ps (psf) 280 301 310 308 300 286 271 254 237 220  (radians) 0.62 0.70 0.77 0.83 0.88 0.93 0.97 1.01 1.04 1.07 16  (radians) 0.36 8.17 0.32 8.64 0.28 9.01 0.25 9.29 0.22 9.51 0.20 9.68 0.18 9.82 0.16 9.93 0.14 10.03 0.13 10.10 z (ft) M (ft-lbs/ft) 51,411 42,880 36,066 30,598 26,183 22,590 19,644 17,207 15,175 13,468 R (lbs/ft) 6,563 5,829 5,158 4,560 4,034 3,576 3,179 2,837 2,540 2,284 408 UPRR & BNSF GUIDELINES FOR TEMPORARY SHORING, 12/7/2021 28 Continued Depth below top of shoring H2 (ft) Variables Horizontal distance (S) from shoring to track CL measured at a right angle 12 14 16 18 20 22 24 26 28 30 Ps (psf) 231 256 271 277 276 269 259 247 234 220  (radians) 0.57 0.64 0.71 0.77 0.82 0.87 0.92 0.96 0.99 1.02 18  z (radians) (ft) 0.35 0.31 0.28 0.25 8.80 9.37 9.81 10.16 0.23 10.44 0.20 10.67 0.18 10.85 0.16 11.00 0.15 11.12 0.13 11.22 M (ft-lbs/ft) 65,062 55,110 46,976 40,313 34,834 30,304 26,536 23,384 20,728 18,477 R (lbs/ft) 7,072 6,386 5,739 5,145 4,609 4,132 3,710 3,338 3,012 2,725 Ps (psf) 191 217 236 246 250 249 244 237 227 217  (radians) 0.52 0.59 0.66 0.72 0.77 0.82 0.87 0.91 0.94 0.98 20  z (radians) (ft) 0.33 0.30 0.28 0.25 9.37 10.03 10.56 10.98 0.23 11.32 0.21 11.59 0.19 11.82 0.17 12.01 0.15 12.16 0.14 12.30 M (ft-lbs/ft) 79,641 68,368 58,973 51,137 44,586 39,093 34,465 30,548 27,216 24,367 R (lbs/ft) 7,493 6,859 6,245 5,668 5,135 4,651 4,214 3,822 3,474 3,163 Ps (psf) 159 184 204 217 225 228 227 223 217 210  (radians) 0.49 0.55 0.62 0.67 0.73 0.77 0.82 0.86 0.90 0.93 22  z (radians) (ft) 0.31 0.29 0.27 0.25 9.89 10.64 11.24 11.73 0.23 12.14 0.21 12.47 0.19 12.74 0.17 12.97 0.16 13.17 0.14 13.33 M (ft-lbs/ft) 94,986 82,497 71,913 62,945 55,341 48,878 43,370 38,658 34,611 31,122 R (lbs/ft) 7,842 7,260 6,684 6,131 5,611 5,128 4,685 4,283 3,918 3,590 Ps (psf) 133 157 176 191 202 207 210 209 206 201  (radians) 0.45 0.52 0.58 0.63 0.68 0.73 0.78 0.82 0.85 0.89 24  z (radians) (ft) 0.30 0.28 0.26 0.24 10.35 11.19 11.87 12.44 0.22 12.90 0.20 13.29 0.19 13.62 0.17 13.89 0.16 14.13 0.15 14.32 M (ft-lbs/ft) 110,969 97,366 85,670 75,625 66,997 59,577 53,183 47,661 42,875 38,716 R (lbs/ft) 8,132 7,600 7,064 6,540 6,037 5,564 5,122 4,715 4,342 4,001 Ps (psf) 112 134 153 168 180 188 192 194 193 191  (radians) 0.42 0.48 0.54 0.60 0.65 0.69 0.74 0.78 0.82 0.85 26  z (radians) (ft) 0.28 0.27 0.25 0.23 10.78 11.69 12.45 13.09 0.22 13.62 0.20 14.07 0.19 14.44 0.17 14.77 0.16 15.04 0.15 15.28 M (ft-lbs/ft) 127,485 112,863 100,135 89,071 79,460 71,105 63,836 57,499 51,963 47,113 R (lbs/ft) 8,376 7,890 7,393 6,899 6,418 5,959 5,524 5,118 4,741 4,393 Ps (psf) 94 114 132 148 160 169 175 179 180 180  (radians) 0.40 0.46 0.51 0.56 0.61 0.66 0.70 0.74 0.78 0.81 28  z (radians) (ft) 0.27 0.26 0.24 0.23 11.17 12.16 12.99 13.70 0.21 14.29 0.20 14.80 0.19 15.23 0.17 15.60 0.16 15.91 0.15 16.19 M (ft-lbs/ft) 144,448 128,896 115,211 103,191 92,642 83,385 75,258 68,113 61,823 56,274 R (lbs/ft) 8,581 8,137 7,677 7,214 6,758 6,315 5,892 5,491 5,115 4,764 Ps (psf) 80 98 115 130 142 152 160 165 167 168  (radians) 0.37 0.43 0.48 0.53 0.58 0.63 0.67 0.71 0.74 0.78 30  z (radians) (ft) 0.26 0.25 0.23 0.22 11.52 12.59 13.49 14.26 0.21 14.92 0.20 15.48 0.18 15.97 0.17 16.38 0.16 16.75 0.15 17.06 M (ft-lbs/ft) 161,789 145,388 130,819 117,903 106,466 96,343 87,381 79,443 72,404 66,153 R (lbs/ft) 8,755 8,349 7,925 7,492 7,060 6,636 6,227 5,834 5,462 5,112 Ps (psf) 69 85 101 115 127 137 145 151 155 157  (radians) 0.35 0.41 0.46 0.51 0.55 0.60 0.64 0.68 0.71 0.75 32  z (radians) (ft) 0.25 0.24 0.22 0.21 11.85 12.98 13.95 14.79 0.20 15.51 0.19 16.13 0.18 16.67 0.17 17.13 0.16 17.54 0.15 17.89 M (ft-lbs/ft) 179,452 162,274 146,888 133,136 120,859 109,909 100,144 91,432 83,655 76,706 R (lbs/ft) 8,904 8,532 8,140 7,736 7,329 6,925 6,531 6,150 5,785 5,438 409 UPRR & BNSF GUIDELINES FOR TEMPORARY SHORING, 12/7/2021 29 TABLES FOR SOIL SPECIFICATIONS 410 UPRR & BNSF GUIDELINES FOR TEMPORARY SHORING, 12/7/2021 30 6. REFERENCES a. The following list of references used in these guidelines are placed here in alphabetical order for your convenience. i. AREMA Manual for Railway Engineering, 2019, American Railway Engineering and Maintenance- of-Way Association. ii. Clough and Duncan, 1991, “Earth Pressures,” Foundation Engineering Handbook, 2nd Edition, Fang, Chapter 6. iii. CalTrans Trenching and Shoring Manual, 2011, Revision 1, State of California Department of Transportation, Office of Structures Construction. iv. Dismuke, T.D., 1991, “Retaining Structures and Excavations,” Foundation Engineering Handbook, 2nd Edition, Fang, Chapter 12. v. FHWA-IF-99-015, Geotechnical Engineering Circular 4, Ground Anchors and Anchored Systems, June 1999, Federal Highway Administration, Office of Bridge Technology. vi. Henkel, D. J., 1971, "The Calculation of Earth Pressures in Open Cuts in Soft Clays.” The Arup Journal, Vol. 6, No. 4, pp. 14-15. vii. NAVFAC DM7.02, Foundations and Earth Structures, September 1986, Department of the Navy, Naval Facilities Engineering Command. viii. Terzaghi, K., 1943, Theoretical Soil Mechanics, John Wiley & Sons, Inc., New York, NY. 411 Appendix T Union Pacific Railroad Contractor Safety Requirements 412 Page 1 of 9 ____________________________________________________ UNION PACIFIC RAILROAD COMPANY Contractor Minimum Safety Requirements Contents POLICY STATEMENT & INTRODUCTION ....................................................................................................... 2 SECTION 1: GENERAL SAFETY REQUIREMENTS ..................................................................................... 3 SECTION 2: CORE RESPONSIBILITIES ..................................................................................................... 3 SECTION 3: VEHICLE OPERATIONS ........................................................................................................... 7 SECTION 4: CRITICAL RULES ....................................................................................................................... 8 SECTION 5: TRAINING AND COMPLIANCE WITH 49 C.F.R. §243 ........................................................... 8 SECTION 6: INFORMATION SECURITY & COMPANY PROPERTY ......................................................... 9 SECTION 7: AUDIT .............................................................................................................................................. 9 Last update May 10, 2016 413 Page 2 of 9 POLICY STATEMENT and INTRODUCTION It is Union Pacific Railroad’s policy to conduct its business in a manner that addresses the safety of employees, contractors, customers and the communities we serve. Union Pacific will strive to prevent all incidents, accidents, injuries and occupational illnesses through the active participation of all stakeholders. The company is committed to continuous efforts to identify and manage safety risks associated with its activities. Accordingly, Union Pacific’s policy is to:  Encourage and support:  Employee engagement in workplace safety;  A Total Safety Culture;  Care for employees; Maintain infrastructure and equipment, establish documented safety management systems, provide training and conduct operations in a manner aimed at safeguarding people and property; Communicate with employees, contractors, communities and customers with respect to their roles and responsibilities surrounding rail safety. Comply with all applicable laws, regulations, rules and instructions. Respond quickly, effectively, and with care to emergencies, accidents, or incidents in cooperation with authorized government agencies; Undertake appropriate reviews and evaluations of its operations to measure progress, foster compliance with this policy and continually improve. ************************************************************************************************************************ The term “Contractor”, “Contractor-in-Charge” and “Contractor Personnel” as used in this document or other reference materials applies to all non-employees at the work site including contract personnel, third party vendors, subcontractors and others within Railroad work areas owned, leased or used by Union Pacific. Depending on the type of work and the work location, there are many specific safety regulations, including but not limited to OSHA, FRA, FMCSA requirements, that Union Pacific requires its Contractors to follow. Contractors should also be prepared to comply with all safety requirements found in their agreements to perform work for Union Pacific. These safety and operational requirements are minimum safety standards required by Union Pacific and are not intended to be inclusive of all safety requirements required by rule, policy or regulation. All contractors, third party vendors and subcontractor operations must meet these standards as they apply to the work being performed under agreements with Union Pacific and are to comply with additional, specific safety requirements called for in connection with the work performed for Union Pacific. 414 Page 3 of 9 SECTION 1: GENERAL SAFETY REQUIREMENTS 1.1 Union Pacific requires its contractors to follow the same safety rules that govern Union Pacific employees. These include, but are not limited to, requirements related to work gear, equipment, and safety conduct, reporting, prohibitions against weapons, drugs & alcohol, and fires. 1.2 Railroad management is authorized to take any actions necessary to prevent injuries to any person, damage to railroad property, disruption of railroad operation, and the safety of the public. 1.3 The Contractor is responsible for the safety of its personnel, subcontractors, and any vendors or material/delivery drivers working on behalf of the Contractor. 1.4 Contractor Personnel must be familiar with and obey all rules, regulations, and instructions applicable to their duties and work location prior to performing work. The Contractor is responsible for training Contractor Personnel to be prepared to work in compliance with all applicable standards and requirements. 1.5 Any questions regarding this information should be directed to the Union Pacific manager in charge of the work location. SECTION 2: CORE RESPONSIBILITIES 2.1 Contractor Personnel are empowered to work safely and must:  Be responsible for personal safety and accountable for their behavior;  Correct or protect any unsafe condition or practice and report to proper authority;  Maintain situational awareness;  Work within the limits of physical capabilities. Excessive force must not be used to accomplish tasks;  Comply with instructions pertinent to their work responsibilities. 2.2 Instructions, Rules and Standard Work: Copies of the current UPRR Safety Rules, General Code of Operating Practices, standard work, site-specific directives can be obtained from the UPRR manager in charge of each work location. Any questions or concerns should be addressed to the UPRR manager in charge of each work location. Contractors who have access to Union Pacific’s internal website may access timetables, subdivision general orders, and system general orders by selecting Departments, then select Operations Support. Next select UP Rule Books, and then click on the desired link from the Electronic Rules, Bulletins and Timetable (ERT) page. 2.3 Identification and Permission to Enter Work Site:  All Contractor Personnel must have a valid contractor badge and/or an eRailsafe Badge where applicable or readily show identification showing employment with the Contractor.  Contractor Personnel must conduct themselves in a safe manner that does not expose Union Pacific, themselves or any other person to risk of property damage and /or personal injury . This includes compliance with all Union Pacific rules related to working on or around tracks and equipment.  Permission granted to enter upon Union Pacific premises will be used solely in connection with an authorized purpose and will terminate once that purpose is accomplished. 2.4 Job Briefings: 415 Page 4 of 9 Must be conducted with all individuals involved in the task before work begins and if the work plan or work group changes. The job briefing must:  Consider existing and potential hazards that might be involved as a result of: Weather, Scope of work; and Tools and equipment.  Identify PPE requirements.  Review electronic device use restrictions.  Assign responsibility.  Explain group / individual assignments, while considering abilities and experience.  Be aware of work groups and equipment in work area.  Identify job location.  Verify understanding of instructions and assignments. For complex jobs:  Brief only a portion of the job, and  Conduct additional briefing(s) as the job progresses. 2.5 Personal Protective Equipment and Proper Attire: Protective Equipment (PPE) used on duty must:  Be approved by the Safety Department;  Only be used as intended;  Be used where conditions of the job require and in accordance with rules; instructions, or directions from supervisor;  Not be altered or used if altered. Anyone entering designated areas or working near others wearing PPE must also wear the required PPE. Keep all PPE issued in good condition, properly fitted, and replace as required in order to maintain the intended protection. Wear clothing that allows the person to perform duties safely and efficiently. Contractors must wear PPE high visible outerwear color defined by the employing Union Pacific department. Clothing must not:  Interfere with vision, hearing and free use of hands and/or feet;  Block peripheral vision. When hooded sweatshirts and/or coats or similar type clothing are worn, they must be secured around the face to prevent the blocking of peripheral vision ;  Be torn, baggy, ragged, loose, or worn so that it could snag easily or catch on cars, engines, tools, machinery or other equipment but must allow freedom of movement. This includes neckties or similar clothing. When working outside, Contractor Personnel must wear:  Pants that cover the legs;  Shirts with at least quarter-length sleeves that cover the back, shoulders, chest, abdomen and provide protection from sun, insects, abrasions or scratches. 416 Page 5 of 9 Jewelry that may affect one’s safe performance of their duties must not be worn. Hair, including beards, must be worn in a manner to permit safe performance of duties. 2.6 Use of Electronic Devices: Contractor Personnel shall not use an electronic device while on duty if that use would interfere with the performance of safety-related duties. The restrictions in 49 CFR §220 and Union Pacific Rules 2.21 and 74.3 regarding electronic device use apply to Contractor Personnel. The rules do not affect the use of railroad radios under FRA regulations. Contractor Personnel authorized to use work-related electronic devices are prohibited from using such devices when:  In a red zone or work location where safety sensitive duties are being performed. Red Zone is defined as: Anytime an employee is working within an area where there is the potential to be struck by moving equipment, when required to work on under or between equipment, when working with or around machinery or when entering control operator/train dispatcher work stations;  Operating any equipment;  Any Contractor Personnel are on the ground fouling the track or on moving or rolling equipment;  Anyone is assisting in preparation of a train, engine or on-track equipment for movement.  It is necessary to verbally obtain or release mandatory directives when radio communication is available;  Fueling a vehicle;  Standing or walking on a roadway. Unless required to be powered on for purposes of timely, automated updating or transmission of information, work-related electronic devices must be powered off with any earpiece removed from the ear, and stowed when not in use. Operators of over the road trucks, passenger vehicles and repair type vehicles are permitted to use cell phones only when a hands free device is used along with voice activated or speed dialing or when parked in designated parking areas. The use of a cell phone for anything other than voice communication is prohibited while operating a motor vehicle. Use of electronic devices is permitted only in break areas, office areas or in parked passenger or over the road type vehicles in designated parking areas. Gate lanes are not designated parking areas for this purpose. 2.7 Fire Prevention: No open fires are permitted on railroad property or in connection with any railroad project or activity. Fire prevention is accomplished by:  Maintaining good housekeeping;  Not allowing the accumulation of combustible materials and debris ;  Ensuring that fire doors, windows, stairways, fire escapes, pas sageways, and roadways are in good condition, not blocked, and free from obstruction;  Maintaining access to firefighting equipment;  Ensuring that catalytic converters, exhaust systems, and exhaust gases do not come in contact with dry grass, weeds, or flammable material. Immediately correct and/or inform a supervisor of a potential fire hazard. 417 Page 6 of 9 2.8 Smoking: Smoking, including the use of electronic smoking devices, is prohibited at the following locations and activities: 1. All Union Pacific property, whether owned or leased, including mechanical facilities, along the right-of-way, in office buildings, and all service unit facilities and yards; 2. In or near building entrances and contiguous sidewalks; 3. In locomotive cabs, cabooses, bunk cars, company vehicles, and similar equipment; 4. In meetings held at off-site locations. 2.9 Weapons: Union Pacific employees and all other individuals on Company property or involved in Union Pacific business off Company property are prohibited from possessing or hiding weapons in facilities, equipment, or vehicles used in operations while on such property, or on their persons, which includes but is not limited to grips, suitcases, gym bags and purses. This prohibition applies even if the individual is licensed to carry a concealed handgun under state law. Only Union Pacific Police and on-duty law enforcement officers acting in an official capacity are authorized to possess weapons on Company property. A "weapon" shall mean any device, instrument, material or substance (animate or inanimate) that is used to threaten, or is capable of causing, death or bodily injury. This prohibition includes but is not limited to firearms, knives with a blade longer than three inches, tasers, stun guns and pepper sprays. Union Pacific Police are authorized to make the final determination of whether a particular item constitutes a weapon under this policy. 2.10 Drugs and Alcohol: Contractor Personnel must not have any prohibited substances in their bodily fluids when reporting for duty, while on duty or while on Union Pacific property. The use or possession of alcoholic beverages while on duty or on Union Pacific property is prohibited. The use or possession of intoxicants, over-the-counter or prescription drugs, narcotics, controlled substances, or medication that may adversely affect safe performance is prohibited while on duty or on Union Pacific property. Prohibited drugs include “controlled substances” on Schedule I through V of the Federal Controlled Substances Act, as revised. Controlled substances are listed in 21 CFR Part 1308. The controlled substances list includes illegal drugs (Schedule I) and those that are distributed only by medic al practitioner’s prescription or other authorization (Schedules II through IV, and some drugs on Schedule V), and certain preparations for which distribution is through documented over-the-counter sales (Schedule V only). 2.11 Reporting: All cases of personal injury, while on duty or on company property, must be immediately reported to the proper manager and the prescribed form completed. All cases of occupational illness must be immediately reported to the proper manager and the prescribed form completed. Because railroads are required by federal regulations to report injuries and occupational illnesses that meet certain medical treatment criteria, Contractor Personnel must report to their manager any medical treatment they receive that was directly related to their injury or illness, including any follow -up visits. 418 Page 7 of 9 Contractor Personnel must immediately contact the Union Pacific Railroad Response Management Communications Center (RMCC) at 1-888-UPRRCOP (877-7267) or local law enforcement authorities to remove trespassers, etc. on company property. All environmental hazards caused by or observed by the contractor should be reported to RMCC and the local Union Pacific manager responsible for the facility as soon as practical. This does not relieve the Contractor of any obligations to properly report injuries in accordance with any laws or regulations (e.g., OSHA requirements). SECTION 3: VEHICLE OPERATIONS 3.1 Seat Belts: All vehicle occupants must use seat belts, where provided. This includes:  Company vehicles;  Privately-owned vehicles used on company business;  Leased, rented or contract vehicles;  Hi-rail vehicles on and off the rail;  Operating material handling or utility type vehicles, if so equipped (i.e. forklifts, mobile cranes, mules, utility trucks, etc). The driver must not move a vehicle until assured all passengers are seated and have their seat belts fastened in proper restraining position. Exception: Seat belt use is not required if vehicle is not exceeding 5 mph and vehicle is used during the task of inspecting cars, coupling air hoses or changing brake shoes. 3.2 Driver Responsibilities: Drivers are required to:  Know and observe all local, state, and federal laws and regulations governing vehicle operation;  Use courtesy, consideration, and common sense to prevent accidents and control situations encountered that cannot be provided for in the law;  Obey posted speed limits. Not to exceed a safe and prudent speed for their vehicle when weather, traffic, road conditions, vehicle load or any other prevailing conditions necessitates operating at a lower speed;  Ensure that required emergency equipment and tools are in the vehicle.  Maintain good housekeeping;  Ensure loose items are not kept on the dash or rear window shelf;  Ensure tools, equipment, material and freight are properly secured;  Ensure Gross Vehicle Weight Rating (GVWR) of vehicle is not exceeded;  Ensure headlights or running lights are on while vehicle is moving. Drivers must not drive when suffering fatigue, lack of sleep, illness, or any other physical condition which may affect alertness and ability to operate the vehicle safely. 3.3 Operating Yard Vehicles: Only qualified, authorized drivers are permitted to operate yard vehicles. Compliance with other vehicle rules including speed and inspection also apply to operating all vehicles. Reckless or careless driving is prohibited. Operators of vehicles must not: 419 Page 8 of 9  Make adjustments or disable any speed limiting devices;  Park the vehicle foul of any railroad track;  Park vehicle to foul a portion of a roadway unless proper warning to approaching traffic is provided;  Cut through empty parking stalls;  Pull through parking stalls;  Cross over yellow crane safety distance lines;  Drive under or park under overhead cranes;  Enter a protected work area;  Pass any vehicle on the right side of the roadway. 3.4 Back-Up Moves: Work must be planned to minimize back-up moves and to avoid driving into areas requiring back- up moves. No back-up move is allowed when a forward move can safely be made. Employee(s) in the cab of a vehicle must not distract the driver with unnecessary conversation or other distractions until the back-up move is completed. Before initiating a back-up move, the driver must walk to the rear of the vehicle to confirm that it is safe to move unless a second person is directing the move in accordance with Union Pacific safety rule requirements. 3.5 Crossings: Drivers must approach railroad crossings prepared to stop. Before crossing track(s) where visibility is impaired by railroad equipment or other obstruction that prevents a clear view of approaching trains, the driver of the vehicle must:  Stop the vehicle and verify (by either a flagman or personal observat ion) there will be no movement on the track(s) being crossed, or  Use an alternate crossing. Vehicles designed to transport 16 or more passengers including the driver or placarded vehicles must stop at all highway railroad crossings at grade. Drivers must stop before proceeding over any crossing within a yard. This includes crossings where no stop sign is posted. Only one stop is required for multiple crossings. SECTION 4: CRITICAL RULES “Critical rules” are applicable to Union Pacific employees and Contractor Personnel. Noncompliance with these rules could potentially result in serious or life-threatening consequences for Contractor Personnel performing safety sensitive work or the public or could compromise safe railroad operations. These rules include repeated or deliberate failure to comply with instructions . Each department or work area must comply with the specific regulatory, rules and policy requirements associated with the work performed. It is the Contractor’s responsibility to ensure all Contractor Personnel are trained regarding the rules, policies and regulations applicable to their work prior to performing their duties. Rules, policies and regulations are updated periodically, and it is the responsibility of the Contractor to be in compliance with the most recent versions of those requirements. SECTION 5: TRAINING AND COMPLIANCE WITH 49 C.F.R. §243 420 Page 9 of 9 All Contractor Personnel must be trained in accordance with all regulatory and Union Pacific safety requirements prior to performing work. The Contractor is responsible for ensuring all Contractor Personnel have in their possession any required identification, certifications and licenses necessary when performing work for Union Pacific. Contractors who employ Personnel who perform safety-related railroad work as defined in 49 C.F. R. §243 for Union Pacific must ensure that any person they employ is trained and qualified to comply with any relevant Federal railroad safety laws, regulations, and orders, as well as any relevant railroad rules and procedures promulgated to implement those Federal railroad safety laws, regulations, and orders. Part 243 contains the general minimum training and qualification requirements for each category and subcategory of safety-related railroad work. Contractors must certify their compliance with the contents of 49 C.F.R. §243, including those aspects of training that are specific to the Union Pacific’s rules and procedures. SECTION 6: INFORMATION SECURITY & COMPANY PROPERTY All physical property and business information the Company acquires and produces, in any form, constitutes a corporate asset. The ownership, usage, dissemination, storage, or formulation of information, as well as all physical and computer systems used to process, transmit, or store data, belong to the Company. It is the responsibility of every user to guard against unauthorized use or disclosure of Company assets. Anyone working for or on behalf of a Union Pacific may not divert to his or her personal benefit any invention, know- how, technology or computer program developed or learned of in the course of his or her employment . Each person who is issued a User ID is responsible for the confidentiality of the password, and for any action performed with that User ID. Once a User ID is assigned, it shall identify the same person on all systems. A User ID and password is the individual’s computer security credentials. A User ID and password are an individual’s authorization for secure access and to track the identity of the user when accessing UP computer systems. Loaning out use of security credentials or sharing passwords with others is strictly prohibited. Each individual is personally accountable for all activity that is associated with an assigned computer security credentials. SECTION 7: AUDIT Contractors are responsible for audit, oversight and any periodic testing required by regulation or Union Pacific. Contractors are subject to safety audits by Union Pacific management and supervisors at any time. 421 Save: 2/23/2024 11:43 AM sprall Plot: 2/26/2024 12:24 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618TL.dwg STEPHEN PRALL3/6/202454949I 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.PROJECT LOCATIONSTA. 5+55.00BEGIN S.A.P. 128-408-002STA.33+50END S.A.P. 128-408-0021103CONSTRUCTION PLANS FOREXCAVATION, GRADING, CONCRETE CURB & GUTTER,CONCRETE SIDEWALK, BITUMINOUS PAVING, STORM SEWER,SANITARY SEWER REPAIR, & WATER MAIN REPLACEMENTCITY OFN.T.S.MINNESOTA DEPARTMENT OF TRANSPORTATIONSignatureLic. No.Date:DISTRICT STATE AID ENGINEER: REVIEWED FORCOMPLIANCE WITH STATE AID RULES/POLICYRECOMMENDED FOR APPROVAL:RECOMMENDED FOR APPROVAL:APPROVED FOR STATE AID FUNDING STATEAID ENGINEERDATEDATEDATEAPPROVED:CITY ENGINEER OF GOLDEN VALLEYFILE NO.-NOTE:THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D.THIS UTILITY QUALITY LEVEL WAS DETERMINED ACCORDING TO THEGUIDELINES OF CI/ASCE 38-22 ENTITLED "STANDARD GUIDELINES FORINVESTIGATING AND DOCUMENTING EXISTING UTILITIES."THE CONTRACTOR SHALL CALL THE ONE CALL SYSTEM AT811 BEFORE COMMENCING EXCAVATION.Know what'sbelow.before you dig.CallRPROJECT LOCATIONSTOPPING SIGHT DISTANCE BASED ON:3.5' HEIGHT OF EYEZANE AVENUE (MSAS 408)S.A.P. 128-408-002GROSS LENGTHBRIDGE LENGTHEXCEPTION LENGTHNET LENGTHDESIGNDESIGN SPEEDR-VALUEESALSEXISTING A.D.T. (2023)20 YR. PROJECTED A.D.T. (2043)% HCADT (2043)FUNCTIONAL CLASSIFICATIONNO. OF TRAFFIC LANESSHOULDER WIDTHNO. OF PARKING LANES2' HEIGHT OF OBJECT2,795 FEET 0.529 MILES0 FEET 0.000 MILES 0 FEET 0.000 MILES 2,795 FEET 0.529 MILES10 TON30 M.P.H.301,044,0001,2001,30910.56 %URBAN COLLECTOR2 - 12'N/A0DESIGN DESIGNATIONGOLDEN VALLEY,MINNESOTACITY PROJECT NO. 23-02S.A.P. 128-408-002S.A.P. 128-408-002 LOCATED ON ZANE AVENUE (MSAS 408) FROM NORTHOLSON MEMORIAL HIGHWAY FRONTAGE ROAD TO GOLDEN VALLEY ROADGOLDEN VALLEY, MINNESOTAGOLDV 163618S.A.P. 128-408-002THIS PLAN CONTAINS 103 SHEETS.INDEXALL 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.GOVERNING SPECIFICATIONSTHE 2020 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION"STANDARD SPECIFICATIONS FOR CONSTRUCTION" SHALL GOVERN EXCEPTAS MODIFIED BY THE SPECIFICATIONS FOR THIS PROJECT.SIGN (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 MANHOLEFMCULVERT AND APRON ENDWALLFORCE MAIN AND LIFT STATIONRIGHT OF WAYEXISTINGP-BURETTGG#X6"6"BURIED PHONE CABLE, PEDESTAL AND MANHOLEBURIED FIBER OPTIC CABLE AND MANHOLEFOTV-BURTVGXBARBED WIRE FENCEXCCHAIN LINK FENCEXEELECTRIC WIRE FENCEXWDWOOD FENCEXWWWOVEN WIRE FENCEPLATE BEAM GUARDRAILCABLE GUARDRAILT-BURWETLANDWETHHPROPERTY LINEHANDHOLEPOST / BOLLARDRETAINING WALLHORIZONTAL CONTROL POINTBENCHMARKSURVEY MARKERXX"GTVPEXXEBURIED ELECTRIC CABLE, PEDESTAL, MANHOLE,TRANSFORMER AND METERBM6+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 MAINSTREET 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.comZANE AVENUE (MSAS 408)LINDSAY ST.GOLDEN VALLEY RD HWY 100STATE HWY 55ZANE AVENUE & LINDSAY STREETIMPROVEMENTSN OLSON MEMORIAL HWY FRONTAGE RDDOUGLAS DR N CITY OF GOLDENVALLEY, HENNEPINCOUNTYSHEETNO.DESCRIPTION1TITLE SHEETEQ1-EQ3STATEMENT OF ESTIMATED QUANTITIESCN1CONSTRUCTION NOTESD1-D15STANDARD DETAILSTB1EXISTING SANITARY SEWER STRUCTURE SCHEDULETB2EXISTING STORM SEWER STRUCTURE SCHEDULETB3EXISTING WATER MAIN TABULATIONTB4SANITARY SEWER REPAIR TABULATIONTB5PROPOSED STORM SEWER STRUCTURE SCHEDULETB6-TB7PROPOSED WATER MAIN TABULATIONE1-E4SWPPP & EROSION CONTROL PLANA1-A2ALIGNMENT PLAN & TABULATIONTY1TYPICAL SECTIONSID1INTERSECTION DETAILSID2-ID6DRIVEWAY DETAILSPR1-PR2PEDESTRIAN RAMP DETAILSSS1-SS9SIGNING AND STRIPING TABULATIONS, PLANS, ANDDETAILSCS1CONSTRUCTION SEQUENCING PLANCS2LUCE LINE TRAIL DETOUR PLANGRADING PLANG1-G4ZANE AVENUEG5-G6LINDSAY STREETG7UPRR CROSSING AT ZANE AVENUEUTILITY PLAN (SANITARY SEWER & WATER MAIN)U1-U4ZANE AVENUEU5-U6LINDSAY STREETSTORM SEWER PLANS1-S4ZANE AVENUES5-S6LINDSAY STREETS7-S9STORM SEWER PROFILESS10STORM SEWER PROFILES - UPRR CROSSING AT ZANEAVENUECROSS SECTIONSX1-X27CROSS SECTIONSSECTION 33 TOWNSHIP 118 RANGE 21UNION PACIFIC RAILROADUPRR CROSSING185-033Y422 STATEMENT OF ESTIMATED QUANTITIESLINEITEM NO.ITEM DESCRIPTIONUNITTOTAL ESTIMATEDQUANTITY ZANE AVENUE N. PARTICIPATING S.A.P. 128-408-002ZANE AVENUE N.NON-PARTICIPATINGLINDSAY STREET NON-PARTICIPATINGROADWAYSIDEWALKSTORM SEWERROADWAYSANITARY SEWERWATER MAINROADWAYSTORM SEWERSANITARY SEWERWATER MAIN12021.501MOBILIZATIONLS1.000.440.040.100.020.120.180.020.030.0522101.502CLEARINGEACH127532101.502GRUBBINGEACH127542101.505CLEARINGACRE0.300.3052101.505GRUBBINGACRE0.300.3062104.502REMOVE BOLLARDSEACH2272104.502REMOVE GATE VALVEEACH3382104.502REMOVE GATE VALVE & BOXEACH32221092104.502REMOVE HYDRANTEACH1293102104.502REMOVE DRAINAGE STRUCTUREEACH14104112104.502REMOVE SIGN TYPE CEACH41365122104.502SALVAGE BOULDEREACH11132104.502SALVAGE SIGN TYPE CEACH55142104.502SALVAGE SIGN TYPE SPECIALEACH6231152104.502SALVAGE MAILBOX SUPPORTEACH1515162104.503SAWING CONCRETE PAVEMENT (FULL DEPTH)LF370137233172104.503SAWING BITUMINOUS PAVEMENT (FULL DEPTH)LF17331353380182104.503REMOVE SEWER PIPE (STORM)LF605471134192104.503REMOVE SEWER PIPE (SANITARY)LF416140276202104.503REMOVE CURB & GUTTERLF944465922852212104.503SALVAGE CHAIN LINK FENCELF110110222104.503REMOVE SANITARY SERVICE PIPELF9797232104.503REMOVE WATER SERVICE PIPELF760187573242104.503REMOVE WATER MAINLF480432491555252104.504REMOVE CONCRETE DRIVEWAY PAVEMENTSY825501324262104.504REMOVE BITUMINOUS DRIVEWAY PAVEMENTSY14821298184272104.504REMOVE BITUMINOUS PAVEMENTSY276016511109282104.518REMOVE CONCRETE WALKSF10021002292104.602REMOVE MANHOLE (SANITARY)EACH22302104.602REMOVE MANHOLE (WATERMAIN)EACH33312104.602REMOVE CASTING (CASTING AND COVER - STORM)EACH15114322104.602REMOVE CASTING (CASTING AND COVER - WATER MAIN)EACH33332104.602REMOVE CASTING (FRAME- SANITARY)EACH1376342104.602SALVAGE CASTING (COVER- SANITARY)EACH1376352104.603SALVAGE LANDSCAPE EDGING-BRICKLF721260362104.603SALVAGE MODULAR BLOCK RETAINING WALLLF1010372104.604REMOVE CONCRETE PAVEMENT (CRUSH & SALVAGE FOR TEMP. STABILZATION)SY15550107724778382104.618SALVAGE CONCRETE PAVERSSF8484392104.618REMOVE LANDSCAPING MULCHSF20711592402106.507EXCAVATION - COMMON (EV)CY22840161316709412106.507EXCAVATION - SUBGRADE (EV)CY750500250422106.609SELECT GRANULAR BORROW MOD 5%TON31210215809630432108.504GEOTEXTILE FABRIC TYPE VSY12600722322902408679442118.609AGGREGATE SURFACING SPECIAL (3" MINUS - TEMPORARY DRIVEWAYS)TON21741832342452123.610STREET SWEEPING (WITH PICKUP BROOM)HR543618462211.509AGGREGATE BASE CLASS 5TON793157142217472301.602DRILL & GROUT REINF BAR (EPOXY COATED)EACH247247482331.603JOINT ADHESIVE (MASTIC)LF1464696435003492357.506BITUMINOUS MATERIAL FOR TACK COATGAL13351024311502360.509TYPE SP 9.5 WEARING COURSE MIX (4,F)TON25131966547512360.509TYPE SP 12.5 NON WEAR COURSE MIX (2,C)TON31392307832522360.609TYPE SP 9.5 WEARING COURSE MIX (2,C) - DRIVEWAYS AND TRAILSTON44235191532451.609COARSE FILTER AGGREGATE (DRAIN TILE)TON13071008299542451.609PIPE BEDDING MATERIALTON247755175155616552451.609CRUSHED ROCKTON150100103010562502.6026" PVC PIPE DRAIN CLEANOUT ASSEMBLYEACH21138572502.6036" PERF PVC PIPE DRAIN (W/ SOCK)LF467636071069582503.5036" DUCTILE IRON PIPE SEWER CL 52LF9797592503.5038" DUCTILE IRON PIPE SEWER CL 52LF140140602503.50310" DUCTILE IRON PIPE SEWER CL 52LF276276612503.50351" SPAN RC PIPE-ARCH SEWER CLASS IIIALF6060622503.50312" RC PIPE SEWER DESIGN 3006 CLASS VLF5252632503.50315" RC PIPE SEWER DESIGN 3006 CLASS VLF791638153642503.50318" RC PIPE SEWER DESIGN 3006 CLASS VLF7676652503.50318" RC PIPE SEWER DESIGN 3006 CLASS IIILF603422181662503.50321" RC PIPE SEWER DESIGN 3006 CLASS IIILF425256169672503.50324" RC PIPE SEWER DESIGN 3006 CLASS IIILF259259682503.50327" RC PIPE SEWER DESIGN 3006 CLASS IIILF5252692503.50330" RC PIPE SEWER DESIGN 3006 CLASS VLF1010Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02Save: 2/26/2024 12:16 PM sprall Plot: 2/26/2024 12:24 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618EQ.dwg EQ13/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103STATEMENT OF ESTIMATEDQUANTITIESZANE AVENUE AND LINDSAY STREETIMPROVEMENTS423 STATEMENT OF ESTIMATED QUANTITIESLINEITEM NO.ITEM DESCRIPTIONUNITTOTAL ESTIMATEDQUANTITY ZANE AVENUE N. PARTICIPATING S.A.P. 128-408-002ZANE AVENUE N.NON-PARTICIPATINGLINDSAY STREET NON-PARTICIPATINGROADWAYSIDEWALKSTORM SEWERROADWAYSANITARY SEWERWATER MAINROADWAYSTORM SEWERSANITARY SEWERWATER MAIN702503.50348" RC PIPE SEWER DESIGN 3006 CLASS IIILF1616712503.60312" HDPE PIPE SEWERLF88722503.602CONNECT TO EXISTING SANITARY SEWEREACH651732503.602CONNECT TO EXISTING MANHOLES (STORM SEWER)EACH211742503.602CONNECT TO EXISTING STORM SEWEREACH77752503.602CONNECT TO EXISTING SANITARY SEWER SERVICEEACH33762503.6026" CLEAN-OUT ASSEMBLY (SANITARY)EACH33772503.602CONSTRUCT BULKHEADEACH22782503.603CLEAN PIPE SEWERLF341132209792503.6034" PVC PIPE SEWER (SDR-35)LF273273802503.6036" PVC PIPE SEWER (SDR-35)LF16911691812503.603LINING SEWER PIPE 8"LF1556646910822503.603LINING SEWER PIPE 9"LF16201331289832504.601TEMPORARY WATER SYSTEMLS1.000.720.28842504.602CONNECT TO EXISTING WATERMAINEACH17134852504.602HYDRANTEACH1293862504.602ADJUST VALVE BOX - WATEREACH11872504.6021" CORPORATION STOPEACH18117882504.6022" CORPORATION STOPEACH44892504.6024" GATE VALVE & BOXEACH321902504.6026" GATE VALVE & BOXEACH17143912504.6028" GATE VALVE & BOXEACH936922504.60210" GATE VALVE & BOXEACH11932504.60212" GATE VALVE & BOXEACH66942504.6021" SADDLE (STAINLESS STEEL)EACH18117952504.6022" SADDLE (STAINLESS STEEL)EACH44962504.6021" CURB STOP & BOXEACH18117972504.6022" CURB STOP & BOXEACH44982504.602HYDRANT MARKEREACH1293992504.6034" PVC WATERMAINLF8040401002504.6036" PVC WATERMAINLF336306301012504.6038" PVC WATERMAINLF15495214971022504.60310" PVC WATERMAINLF45451032504.60312" PVC WATERMAINLF278327831042504.6031" TYPE PE PIPE (SIDR 7 WATER SERVICE)LF625455801052504.6032" TYPE PE PIPE (SIDR 7 WATER SERVICE)LF1471471062504.60324" STEEL CASING PIPE (JACKED)LF90901072504.6044" POLYSTYRENE INSULATIONSY13722453244083951082504.608DUCTILE IRON FITTINGS (EPOXY COATED)LB59293672100112561092506.502CONSTRUCT DRAINAGE STRUCTURE DES 48-4020EACH201821102506.502CONSTRUCT DRAINAGE STRUCTURE DES 54-4020EACH441112506.502CONSTRUCT DRAINAGE STRUCTURE DES 60-4042EACH111122506.502CONSTRUCT DRAINAGE STRUCTURE DES 66-4042EACH111132506.502CONSTRUCT DRAINAGE STRUCTURE DES 72-4020EACH331142506.502CONSTRUCT DRAINAGE STRUCTURE DES 84-4020EACH111152506.502CONSTRUCT DRAINAGE STRUCTURE DES 96-4020EACH111162506.602CONSTRUCT DRAINAGE STRUCTURE DES 48-4020 (W/ 4' SUMP)EACH2111172506.602CONSTRUCT DRAINAGE STRUCTURE DES 54-4020 (W/ 4' SUMP)EACH221182506.602CONSTRUCT DRAINAGE STRUCTURE DES 72-4020 (W/ 4' SUMP)EACH111192506.602CONSTRUCT DRAINAGE STRUCTURE DES STD. 2X3EACH171341202506.602CONSTRUCT DRAINAGE STRUCTURE DES 4007 (SANITARY)EACH221212506.602CASTING ASSEMBLY (DRIVEWAY CURB STOP)EACH221222506.602CASTING ASSEMBLY (NEENAH R-3067-L)EACH484081232506.602CASTING ASSEMBLY (NEENAH R-3237)EACH111242506.602CASTING ASSEMBLY (NEENAH R-2573)EACH111252506.602CASTING ASSEMBLY (NEENAH R-1733) (STORM)EACH221262506.602CASTING ASSEMBLY (NEENAH R-4342)EACH221272506.602CASTING ASSEMBLY SPECIAL (FRAME ONLY - NEENAH R-1733)EACH12751282506.602CASTING ASSEMBLY SPECIAL (FRAME ONLY - NEENAH R-1733-1)EACH111292506.602INSTALL CASTING (SALVAGED COVER) (SANITARY)EACH13761302506.602CASTING ASSEMBLY (MCDONALD 74M "A" SERIES)EACH2413831312506.602ADJUST FRAME AND RING CASTING (STORM)EACH8621322506.602ADJUST FRAME AND RING CASTING (GATE VALVE MANHOLE)EACH111332506.603RECONSTRUCT SANITARY STRUCTURELF16.9015.251.651342511.602PLACE BOULDEREACH111352521.5184" CONCRETE WALKSF15596155961362521.5186" CONCRETE WALKSF328432841372531.503CONCRETE CURB & GUTTER DESIGN B612LF3413411382531.503CONCRETE CURB & GUTTER DESIGN B618LF665641742482Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02Save: 2/26/2024 12:16 PM sprall Plot: 2/26/2024 12:24 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618EQ.dwg EQ23/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103 STATEMENT OF ESTIMATEDQUANTITIESZANE AVENUE AND LINDSAY STREETIMPROVEMENTS424 STATEMENT OF ESTIMATED QUANTITIESLINEITEM NO.ITEM DESCRIPTIONUNITTOTAL ESTIMATEDQUANTITY ZANE AVENUE N. PARTICIPATING S.A.P. 128-408-002ZANE AVENUE N.NON-PARTICIPATINGLINDSAY STREET NON-PARTICIPATINGROADWAYSIDEWALKSTORM SEWERROADWAYSANITARY SEWERWATER MAINROADWAYSTORM SEWERSANITARY SEWERWATER MAIN1392531.503CONCRETE CURB & GUTTER DESIGN D412LF31311402531.503CONCRETE CURB DESIGN B6LF1101101412531.5046" CONCRETE DRIVEWAY PAVEMENTSY519274921422531.603CONCRETE SILLLF209620961432531.6048" CONCRETE DRIVEWAY PAVEMENT (HIGH EARLY)SY725642831442531.6047" COMMERCIAL CROSS GUTTER DRIVEWAY (HIGH EARLY)SY9447761681452531.618TRUNCATED DOMESSF5345341462540.602INSTALL SALVAGED MAILBOX AND SUPPORTEACH15151472540.603LANDSCAPE EDGINGLF2412121482540.603INSTALL SALVAGED LANDSCAPE EDGING-BRICKLF7212601492540.603INSTALL SALVAGED MODULAR BLOCK RETAINING WALLLF10101502540.618INSTALL CONCRETE PAVERSSF84841512540.618CONCRETE PAVERS (F&I)SF1001001522557.603INSTALL CHAIN LINK FENCELF1101101532563.601TRAFFIC CONTROLLS1.000.440.040.100.020.120.180.020.030.051542564.502INSTALL SIGN TYPE CEACH551552564.518SIGNS PANELS TYPE CSF280.15201.9033.0045.251562564.518SIGN TYPE SPECIALSF62.0033.0029.001572564.602INSTALL SIGN TYPE SPECIALEACH221582571.502CONIFEROUS TREE 6' HT B&BEACH4221592571.502DECIDUOUS TREE 2.5" CAL B&BEACH14861602571.502DECIDUOUS SHRUB NO 5 CONTEACH7251612571.602CONIFEROUS SHRUB NO 5 CONTEACH5231622572.603TEMPORARY FENCE (TREE PROTECTION FENCING)LF1001001632573.501STABILIZED CONSTRUCTION EXITLS1.000.440.040.100.020.120.180.020.030.051642573.501EROSION CONTROL SUPERVISORLS1.000.440.040.100.020.120.180.020.030.051652573.503SILT FENCE, TYPE MSLF101910191662573.503SEDIMENT CONTROL LOG TYPE STRAWLF9178131672575.604ROLLED EROSION PREVENTION CATEGORY 10SY6106101682575.604SEEDING - MnDOT 38-631 (POLLINATOR PLOT URBAN SE) (W/ 4" TOPSOIL)SY6106101692575.604SODDING TYPE LAWN (W/ 4" TOPSOIL)SY10913647144421702575.604MULCH MATERIAL, TYPE SPECIAL (4" THICK)SY2251251001712575.604HYDRAULIC MULCH MATRIX (W/ 4" TOPSOIL, SEED & HYDRAULIC MULCH)SY7227221722573.502STORM DRAIN INLET PROTECTIONEACH8558271732582.6034" SOLID LINE YELLOW - MULTI-COMPONENT (WR)LF4004001742582.60324" SOLID LINE WHITE - MULTI-COMPONENT (WR)LF122110121752582.6034" BROKEN LINE YELLOW - MULTI-COMPONENT (WR)LF5505501762582.618PAVEMENT MESSAGE - MULTI-COMPONENT (WR)SF1241241772582.618CROSSWALK MULTI COMP (WR)SF744744178SPEC PROVF&I MANHOLE BAFFLE (STORM)SF81.5046.5035.00BID ALTERNATE A - SANITARY SEWER SERVICE WYE SEALING VIA GROUT PACKER INJECTION METHOD179SPEC PROVCHEMICAL GROUTGAL1556095180SPEC PROVSEAL 8" MAIN TO 6" LATERAL W/ 3' BLADDEREACH17314181SPEC PROVSEAL 9" MAIN TO 6" LATERAL W/ 3' BLADDEREACH1495BID ALTERNATE B - SANITARY SEWER WYE LINERS182SPEC PROVSERVICE WYE LINER - 8" MAIN X 6" WYEEACH17314183SPEC PROVSERVICE WYE LINER - 9" MAIN X 6" WYEEACH1495Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02Save: 2/26/2024 12:16 PM sprall Plot: 2/27/2024 10:42 AM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618EQ.dwg EQ33/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103 STATEMENT OF ESTIMATEDQUANTITIESZANE AVENUE AND LINDSAY STREETIMPROVEMENTS425 Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02PROTECT 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.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. EXISTING CONCRETEPAVEMENT SHALL BE CRUSHED ON SITE AND USED AS A TEMPORARY DRIVINGSURFACE UNTIL STREET SUBCUTTING BEGINS. REFER TO SPECIFICATIONS FORADDITIONAL DETAILS.CONTRACTOR SHALL PROVIDE & MAINTAIN ALL EROSION CONTROL MEASURESAS SHOWN ON THESE PLANS & SPECIFICATION, & WILL IMPLEMENT ANYADDITIONAL EROSION CONTROL MEASURES NECESSARY, OR AS DIRECTED BYENGINEER, IN ORDER TO PROTECT ADJACENT PROPERTY.ALL DIMENSIONS SHALL BE TO FACE OF CURB UNLESS STATED OTHERWISE.ADA PEDESTRIAN RAMP LAYOUTS IN THIS PLAN ARE ONLY FOR GUIDANCE ANDESTIMATING QUANTITIES. TYPE OF RAMP SHALL BE CONSTRUCTED TO MATCHFIELD CONDITIONS AND OBTAIN ADA COMPLIANCY.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 ITEMCOMMON EXCAVATION.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.COMMONEXCAVATION 22,840 CY (EV) 26,267 CY (LV)EMBANKMENT1,221 CY (CV) TOPSOIL BORROW1,588 CY (LV) TOPSOIL BORROWCONSTRUCTION NOTESZANE AVENUE16,131 CY (EV)LINDSAY STREET6,709 CY (EV)TURF RESTORATION REQUIREMENTS ON THIS PROJECT ARE AS FOLLOWS:1.ALL BOULEVARDS SHALL BE RESTORED WITH SOD UNLESS OTHERWISE DIRECTEDBY THE ENGINEER.2.ZANE AVENUE STA 5+55 RT TO STA 10+60 RT SHALL BE RESTORED WITHHYDROSEEDING (W/ SEED MIXTURE 25-131) AS NOTED IN SHEET E3, OR ASDIRECTED BY THE ENGINEER.3.ZANE AVENUE STA 11+75 LT TO 17+25 RT SHALL BE RESTORED WITH SEEDMIXTURE 38-631 AS NOTED IN SHEET E3, OR AS DIRECTED BY THE ENGINEER.ZANE AVENUE751 CY (CV)LINDSAY STREET470 CY (CV)2360.509 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 (6 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 PLATESDETECTABLE WARNING SURFACE TRUNCATED DOMES7038ACONCRETE PIPE OR PRECAST BOX CULVERT TIES3145GCONCRETE ADJUSTING RINGS4010ICONCRETE CURB & GUTTER (DESIGN B & V)7100HCONCRETE CURB & GUTTER (DESIGN D, S, & R)7102KBASIS OF ESTIMATED QUANTITIESCONCRETE APRON FOR REINFORCED CONCRETE PIPE3100GNOTES: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 CONCRETE AND BITUMINOUS PAVEMENT IS EXCLUDED FROM THE COMMONEXCAVATION QUANTITY. PAVEMENT REMOVAL IS PAID UNDER THE "REMOVE CONCRETEPAVEMENT (CRUSH AND SALVAGE)" AND "REMOVE BITUMINOUS PAVEMENT" BID ITEMSRESPECTIVELY.4.TOPSOIL IS CONSIDERED INCIDENTAL.Save: 2/26/2024 12:23 PM sprall Plot: 2/26/2024 12:24 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618CN1.dwg CN13/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103CONSTRUCTION NOTES, STANDARD PLATES,BASIS OF ESTIMATED QUANTITIES ZANE AVENUE AND LINDSAY STREETIMPROVEMENTSUTILITIESTHE FOLLOWING UTILITY COMPANIES HAVE FACILITIES WITHIN THE PROJECT AREA.IF A LINE IS ENCOUNTERED PLEASE CONTACT THE SERVICE PROVIDER LISTED BELOW.ARVIGCENTER POINT ENERGY5130 WINNETKA AVE N6161 GOLDEN VALLEY ROADNEW HOPE, MN 55428GOLDEN VALLYE, MN, 55422ANDY KLINNERT -952.236.5666AMIR FAZLOVICandy.klinnert@arvig.comamir.fazlovic@centerpointenergy.comCENTURYLINK (LUMEN)COMCAST325 CEDAR ST #3254255 LEXINGTON AVEST PAUL, MN 55101ARDEN HILLS, MN 55126RANDALL OLSONMcClay Lyfordrandall.olson@lumen.commcclay_lyford@comcast.comrallison@terratechllc.netMET COUNCILXCEL ENERGY (ELECTRIC)3565 KENNEBEC DR414 NICOLLET MALLEAGAN, MN 55122MINNEAPOLIS, MN 55401MANKING LEE - 651-602-4313DAVID FITCH - 612-344-7023Manking.Lee@metc.state.mn.usdavid.m.fitch@xcelenergy.comXCEL ENERGY (LIGHTING)ZAYO414 NICOLLET MALL5005 CHESHIRE PARKWAY NMINNEAPOLIS, MN 55401PLYMOUTH, MN 55446ALICIA KRAMPERTSTEVE SENGER - 952-230-9660Alicia.J.Krampert@xcelenergy.comsteven.senger@zayo.comCITY OF GOLDEN VALLEY7800 GOLDEN VALLEY ROADGOLDEN VALLEY, MN 55427R.J. KAKACH - 763-593-8043rkakach@goldenvalleymn.govTEMPORARY WATER SYSTEM REQUIREMENTS ON THIS PROJECT ARE AS FOLLOWS:1.THE WATER MAIN INSTALLATION AND TEMPORARY WATER DISTRIBUTION SHALL BECOMPLETED IN A MANNER SO FIRE PROTECTION CAN BE MAINTAINED, INCLUDINGFIRE PROTECTION SUPPLY TO INDIVIDUAL BUILDINGS.4.THE MINIMUM PIPE SIZE FOR THE TEMPORARY WATER MAIN PIPE ON ZANE AVENUEAND THE WESTERNMOST 500' OF LINDSAY STREET (COMMERCIAL PROPERTIES) ISEQUAL TO OR GREATER THAN THE DIAMETER OF THE LARGEST CONNECTINGSERVICE OF THAT SEGMENT, BUT NOT LESS THAN SIX-INCHES.5.THE CONTRACTOR MAY PROVIDE TWO SEPARATE TEMPORARY SYSTEMS; ONEFOR DOMESTIC AND ONE FOR FIRE PROTECTION.6.THE MINIMUM PIPE SIZE FOR DOMESTIC TEMPORARY WATER MAIN PIPE SERVICINGANY COMMERCIAL PROPERTY SHALL BE THREE-INCH FOR PROPERTIES WITHSEPARATE DOMESTIC AND FIRE WATER CONNECTIONS OR WITHOUT AN INTERNALFIRE SUPPRESSION SYSTEM, AS DIRECTED BY ENGINEER.7.CONTRACTOR SHALL TEMPORARILY CONNECT TO ALL WATER SERVICES LAGERTHAN 2" UNDERGROUND AT THE EXISTING WATER SERVICE, UNLESS DIRECTED BYTHE ENGINEER.8.REFER TO SPECIFICATIONS FOR ADDITIONAL DETAILS.426 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 STABILIZATIONGV-STRT-190eVallyendloGGV-STRT-050eVallyendloGD1Save: 2/23/2024 3:35 PM sprall Plot: 2/26/2024 12:26 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618DT1.dwg 3/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02ZANE AVENUE AND LINDSAY STREETIMPROVEMENTSCONSTRUCTION DETAILS427 GV-ST-010eVallyendloGGV-ST-010eVallyendloGSTROMSEEWRCITY OF GOLDEN VALLEYGV-ST-020eVallyendloGeVallyendloGGV-ST-050eVallyendloGGV-ST-070eVallyendloGGV-ST-1105/16" 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" x6.0' PAR2.0'11248.0'WALKBACK OF CURBRADIUS VARIES45723.0'810" CURB. SEE MNDOT STANDARD PLANS FOR PEDESTRIAN CURB DIMENSIONS.2MATCH FULL CURB HEIGHT31.50% TYP. CROSS SLOPE MAY NOT EXCEED 2.0%.4WALKABLE SURFACE. 8.0% MAX. LONGITUDINAL SLOPE AND 2.0% MAX. CROSS SLOPE5COMMERCIAL CROSS GUTTER DRIVEWAY. SEE GV-STRT-0506COMMERCIAL CONCRETE DRIVEWAY PAVEMENTINDICATES DRIVEWAY RAMP - SLOPE SHALL BE BETWEEN5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWNAND CROSS SLOPE SHALL NOT EXCEED 2.0%COMMERCIAL DRIVEWAYENTRANCE WITH SIDEWALKNOT TO SCALE37MATCH EXISTING CURB TYPE. IF NO EXISTING CURB, END CURB AT BACK EDGEOF WALK AND CONTINUE PAVEMENT TO MATCH POINTLEGEND6.0' PAR2.0'1128.0'WALKBACK OF CURBRADIUS VARIES4523.0'3NOTESS7MAX. 2.0% IN ALL DIRECTIONS6SLANDING AREA - 4' X 4' MIN. (5' X 5' PREFERRED) DIMENSIONS AND MAX2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS.6SeVallyendloGGV-WM-010D2Save: 2/23/2024 3:35 PM sprall Plot: 2/26/2024 12:28 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618DT1.dwg 3/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02ZANE AVENUE AND LINDSAY STREETIMPROVEMENTSCONSTRUCTION DETAILS428 GV-WM-060eVallyendloGeVallyendloGGV-WM-070eVallyendloGGV-WM-080eVallyendloGGV-EC-010GV-EC-020eVallyendloGeVallyendloGGV-WM-020GV-WM-050eVallyendloGGV-EC-070eVallyendloGD3Save: 2/23/2024 3:35 PM sprall Plot: 2/26/2024 12:29 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618DT1.dwg 3/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02ZANE AVENUE AND LINDSAY STREETIMPROVEMENTSCONSTRUCTION DETAILS429 eVallyendloGGV-SS-010eVallyendloGGV-SS-020CITY OF G O L DEN VALLEYCITY OF GOLDEN VALLEYGV-EC-080eVallyendloGNOT TO SCALE GV-EC-100eVallyendloGeVallyendloGGV-SS-050eVallyendloGGV-SS-040SEDIMENT CONTROL LOGSNTS1" X 2" X 24" LONG WOODEN STAKES.STAKES SHALL BE DRIVEN THROUGH THEBACK HALF OF THE SEDIMENT CONTROL LOGAT AN ANGLE OF 45 DEGREES WITH THETOP OF THE STAKE POINTING UPSTREAM.45°SEDIMENT CONTROL LOG8"-10" EMBEDMENTDEPTHPLACE SEDIMENT CONTROLLOG IN SHALLOW TRENCH(1" TO 2" DEPTH)BACKFILL AND COMPACT SOIL FROM TRENCH ONUPGRADIENT SIDE OF SEDIMENT CONTROL LOGFLOWTYPES: STRAW, WOOD FIBER, OR COIR1" X 2" X 24" LONG WOODEN STAKES ASNEEDED. STAKES SHALL BE DRIVEN OVERTHE SEDIMENT CONTROL LOG AT AN ANGLEOF 45 DEGREES WITH THE TOP OF THESTAKE POINTING UPSTREAM.FLOWSEDIMENT CONTROL LOG45°8"-10" EMBEDMENT DEPTHTYPES: WOOD CHIP, COMPOST, OR ROCKNOTES:SPACE BETWEEN STAKES SHALL BE A MAXIMUM OF 1' FOR DITCH CHECKS OR 2'FOR OTHER APPLICATIONS.11PLACE STAKES AS NEEDED TO PREVENT MOVEMENT OF SEDIMENT CONTROL LOGSPLACED ON SLOPES OR AS NEEDED DUE TO OTHER FACTORS. STAKES SHALL BEINCIDENTAL.22eVallyendloGGV-SS-070D4Save: 2/23/2024 3:35 PM sprall Plot: 2/26/2024 12:30 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618DT1.dwg 3/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02ZANE AVENUE AND LINDSAY STREETIMPROVEMENTSCONSTRUCTION DETAILS430 eVallyendloGGV-SS-1105.0' MAX 1.0' MAX 5.0' MAX 1.0' MAX eVallyendloGGV-SS-120eVallyendloGGV-SS-0901.50%5.0'2.5'2.0'4" TYP.4" TROWEL MARKS(SMOOTH FINISHED-TROWELLED AFTERBROOM FINISH)BROOMFINISHED6.0'2.0'CONCRETE SILL PER MNDOTSTANDARD PLAN 5-297.2548.0'SIDEWALK WITH 2' SHOULDERNTSCONCRETE CURB & GUTTERD5Save: 2/23/2024 3:35 PM sprall Plot: 2/26/2024 12:31 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618DT1.dwg 3/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02ZANE AVENUE AND LINDSAY STREETIMPROVEMENTSCONSTRUCTION DETAILS431 D6Save: 4/5/2023 3:06 PM sprall Plot: 2/26/2024 12:32 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618DT2.dwg 3/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02ZANE AVENUE AND LINDSAY STREETIMPROVEMENTSMNDOT STANDARD PLAN432 D7Save: 4/5/2023 3:06 PM sprall Plot: 2/26/2024 12:32 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618DT2.dwg 3/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02ZANE AVENUE AND LINDSAY STREETIMPROVEMENTSMNDOT STANDARD PLAN433 D8Save: 4/5/2023 3:06 PM sprall Plot: 2/26/2024 12:32 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618DT2.dwg 3/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02ZANE AVENUE AND LINDSAY STREETIMPROVEMENTSMNDOT STANDARD PLAN434 D9Save: 4/5/2023 3:06 PM sprall Plot: 2/26/2024 12:32 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618DT2.dwg 3/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02ZANE AVENUE AND LINDSAY STREETIMPROVEMENTSMNDOT STANDARD PLAN435 D10Save: 4/5/2023 3:06 PM sprall Plot: 2/26/2024 12:32 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618DT2.dwg 3/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02ZANE AVENUE AND LINDSAY STREETIMPROVEMENTSMNDOT STANDARD PLAN436 D11Save: 4/5/2023 3:06 PM sprall Plot: 2/26/2024 12:32 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618DT2.dwg 3/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02ZANE AVENUE AND LINDSAY STREETIMPROVEMENTSMNDOT STANDARD PLAN437 D12Save: 4/5/2023 3:06 PM sprall Plot: 2/26/2024 12:32 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618DT2.dwg 3/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02ZANE AVENUE AND LINDSAY STREETIMPROVEMENTSMNDOT STANDARD PLAN438 D13Save: 4/5/2023 3:06 PM sprall Plot: 2/26/2024 12:32 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618DT2.dwg 3/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02ZANE AVENUE AND LINDSAY STREETIMPROVEMENTSMNDOT STANDARD PLAN439 D14Save: 4/5/2023 3:06 PM sprall Plot: 2/26/2024 12:32 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618DT2.dwg 3/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02ZANE AVENUE AND LINDSAY STREETIMPROVEMENTSMNDOT STANDARD PLAN440 D15Save: 4/5/2023 3:06 PM sprall Plot: 2/26/2024 12:32 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618DT2.dwg 3/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02ZANE AVENUE AND LINDSAY STREETIMPROVEMENTSMNDOT STANDARD PLAN441 TB1Save: 1/15/2024 11:01 AM sprall Plot: 2/26/2024 12:32 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618TB1_EXIST.dwg 3/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02NOTES: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 TOP SLAB OPENING.ZANE AVENUE AND LINDSAY STREETIMPROVEMENTSEXISTING SANITARY SEWERSTRUCTURE SCHEDULEEXISTING SANITARY SEWER STRUCTURE SCHEDULELINESTRUCTURENO.LOCATIONSTREETDESIGNLEAVEAS ISEXISTING RIMELEVATIONPROPOSEDRIMELEVATIONREMARKSSTATIONOFFSET (FT)REMOVECASTINGFRAME &SALVAGECOVER(EA)F & I CASTINGFRAME(NEENAHR-1733)(EA)INSTALLSALVAGEDCOVER(EA)RECONSTRUCTION(LF)REMOVESAN. PIPE.(LF)REMOVESAN.SERVICEPIPE.(LF)REMOVEMH.(EA)LTRTNON-PARTICIPATING (ZANE AVENUE N)121987+80.080.40ZANE AVENUE111908.07908.202219711+56.290.30ZANE AVENUE1113.75896.45896.62INFILTRATING TOP BARREL SECTION. SALVAGE TOP SLAB. REPLACE 2.00' BARREL SECTION3219614+80.100.60ZANE AVENUE1113.50887.61887.80INFILTRATING CONE SECTION. REMOVE 2.00' CONE. INSTALL PRECAST TOP SLAB AND 1.5' BARREL SECTION4219518+08.581.10ZANE AVENUE1114.00877.90877.97SALVAGE CONE. INSTALL 1.00' SECTION BELOW SALVAGED CONE.5205827+35.550.50ZANE AVENUE111100872.62872.506205730+56.030.30ZANE AVENUE1114.0040874.13874.18SALVAGE CONE. INSTALL 1.00' SECTION BELOW SALVAGED CONE.72055A33+03.673.50ZANE AVENUE111880.22880.028205533+55.730.30ZANE AVENUEXN/AN/AGOLDEN VALLEY ROADNON-PARTICIPATING (ZANE AVENUE N) SUBTOTALS77715.25140001NON-PARTICIPATING (LINDSAY STREET)9205940+07.090.70LINDSAY STREET11276621N/AN/AREPLACE MANHOLE10206042+83.150.80LINDSAY STREET11351N/AN/ACRACKING BLOCK BARREL. REPLACE MANHOLE11206145+43.120.70LINDSAY STREET111874.04874.26REPAIR DOGHOUSE12206247+96.120.90LINDSAY STREET1111.65876.95876.88REPAIR DOGHOUSE. REMOVE 0.75' CONE. INSTALL PRECAST TOP SLAB13206349+84.481.30LINDSAY STREET111879.29879.0814206450+84.460.60LINDSAY STREET111880.56880.2715276051+03.4833.20LINDSAY STREETXN/AN/AOFF STREET IN EASEMENT16276151+40.6341.70LINDSAY STREETXN/AN/AOFF STREET IN EASEMENT17276252+68.9733.50LINDSAY STREETXN/AN/AOFF STREET IN EASEMENT18309954+22.1744.80LINDSAY STREETXN/AN/ALILAC DRIVENON-PARTICIPATING (LINDSAY STREET) SUBTOTALS6461.652769724NON-PARTICIPATING TOTALS13111316.904169725442 TB2Save: 1/15/2024 11:01 AM sprall Plot: 2/26/2024 12:32 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618TB1_EXIST.dwg 3/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02EXISTING STORM SEWER STRUCTURE SCHEDULELINESTRUCTURE.NO.LOCATIONSTREETREMOVELEAVE ASISEXISTINGRIMELEVATIONPROPOSEDRIMELEVATIONREMARKSSTATIONOFFSET (FT)CB(EA)PIPE(LF)CASTING &COVER(EA)LTRTS.A.P. 128-408-001 (ZANE AVENUE N)11026+10.7218.6ZANE AVE NX40X21016+10.5721.00ZANE AVE NXX34918+10.8621.30ZANE AVE NX40X45018+15.8018.80ZANE AVE NX14X55118+18.0831.80ZANE AVE N11X877.20877.20BULKHEAD EAST INVERT (FROM CB50)65218+56.4229.50ZANE AVE NX874.07874.0774223+61.0120.00ZANE AVE NX80XDOUBLE PRECAST CURB OPENING CATCH BASIN84123+62.3422.20ZANE AVE NX43X94324+22.4827.40ZANE AVE NX871.24871.24BULKHEAD SOUTHEAST INVERT (FROM CB42)103424+30.0017.10ZANE AVE NXX113524+46.0922.30ZANE AVE NX43X123625+72.8421.10ZANE AVE NXX133726+29.7521.40ZANE AVE NX200XS.A.P. 128-408-001 (ZANE AVENUE N) SUBTOTALS10471112NON-PARTICIPATING (LINDSAY STREET)73340+41.5120.40LINDSAY STREETX34X63240+57.3819.30LINDSAY STREETX40X43045+14.9520.60LINDSAY STREETX20X32945+15.2619.00LINDSAY STREETX40X53145+15.6640.80LINDSAY STREETX873.99873.99NON-PARTICIPATING (LINDSAY STREET) SUBTOTALS413441TOTALS14605153ZANE AVENUE AND LINDSAY STREETIMPROVEMENTSEXISTING STORM SEWER STRUCTURESCHEDULE443 TB3Save: 1/15/2024 11:01 AM sprall Plot: 2/26/2024 12:32 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618TB1_EXIST.dwg 3/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02ZANE AVENUE AND LINDSAY STREETIMPROVEMENTSEXISTING WATER MAIN TABULATIONEXISTING WATER MAIN TABULATIONLOCATIONITEMREMOVEHYDRANT(EA)REMOVEHYDRANTMARKER(EA)ADJUSTGATEVALVEBOX(EA)REMOVEGATEVALVE &BOX(EA)REMOVEGATEVALVE &MH(EA)REMOVEWATERMAINPIPE(LF)REMOVEWATERSERVICEPIPE(LF)REMARKSSTREETSTATIONOFFSET (FT)NON-PARTICIPATING (ZANE AVENUE N)ZANE AVE N5+61.45 - 33+46.702.64 LT - 11.48 LT12" CIP2784ZANE AVE N6+06.3310.95 LT12" VALVE MH1ZANE AVE N6+19.8124.65 LTHYDRANT11114ZANE AVE N8+90.9211.78 LT4" SERVICE1120ZANE AVE N10+04.4923.83 LTHYDRANT11113ZANE AVE N11+79.667.16 LT10" SERVICE145ZANE AVE N13+93.9423.39 LTHYDRANT11113ZANE AVE N16+57.1430.02 RTHYDRANT11242ZANE AVE N17+13.8012.97 LT8" SERVICE114ZANE AVE N17+75.2021.30 LTHYDRANT11110ZANE AVE N17+85.3210.95 LT12" GV1ZANE AVE N18+81.949.64 LT12" VALVE MH1ZANE AVE N19+30.547.02 LT6" SERVICE140VERIFY SIZEZANE AVE N20+78.3330.54 RT1" SERVICE40ZANE AVE N21+60.3520.79 LTHYDRANT11111ZANE AVE N22+03.0429.29 LT8" SERVICE120ZANE AVE N22+08.5928.73 LT4" SERVICE120ZANE AVE N25+06.008.38 LT6" SERVICE140VERIFY SIZEZANE AVE N25+51.9621.49 LTHYDRANT11114ZANE AVE N25+82.1230.22 RT2" SERVICE40VERIFY SIZE AND LOCATIONZANE AVE N25+93.9829.76 LT6" SERVICE120VERIFY SIZE AND LOCATIONZANE AVE N28+73.8530.61 RT2" SERVICE40VERIFY SIZE AND LOCATIONZANE AVE N28+78.827.62 LT6" SERVICE140ZANE AVE N29+36.9721.30 LTHYDRANT11113ZANE AVE N29+43.8429.25 RT2" SERVICE40VERIFY SIZE AND LOCATIONZANE AVE N31+90.7429.00 LT2" SERVICE18ZANE AVE N31+91.5912.57 LT8" SERVICE118ZANE AVE N32+17.5414.90 RT6" SERVICE143VERIFY LOCATIONZANE AVE N33+12.0226.44 LTHYDRANT11115ZANE AVE N33+23.2411.22 LT12" VALVE MH1NON-PARTICIPATING (ZANE AVENUE N) SUBTOTALS9912233249178NON-PARTICIPATING (LINDSAY STREET)LINDSAY STREET40+00.00 - 54+10.768.01 - 16.24 RT8" CIP1425LINDSAY STREET40+40.978.21 RT8" GV1LINDSAY STREET42+46.2523.05 RTHYDRANT11115LINDSAY STREET43+02.7228.26 LT8" SERVICE139LINDSAY STREET43+06.6929.92 RT(2) 8" SERVICES249LINDSAY STREET44+13.0330.13 LT1" SERVICE39VERIFY SIZE AND LOCATIONLINDSAY STREET45+82.931.13 LT1" SERVICE40LINDSAY STREET46+06.9829.98 RT1" SERVICE20LINDSAY STREET46+81.3930.77 LT1" SERVICE40LINDSAY STREET47+23.7028.88 RT1" SERVICE20LINDSAY STREET47+94.579.52 RT8" GV1LINDSAY STREET48+17.2230.91 LT1" SERVICE41LINDSAY STREET48+18.8822.67 RTHYDRANT11113LINDSAY STREET49+12.9731.76 LT1" SERVICE40LINDSAY STREET49+16.3728.53 RT1" SERVICE20LINDSAY STREET50+17.0829.19 LT1" SERVICE42LINDSAY STREET50+84.6129.38 RT1" SERVICE15LINDSAY STREET51+43.3047.20 RT1" SERVICE29LINDSAY STREET51+44.4147.14 RT1" SERVICE29LINDSAY STREET52+03.5027.73 LT1" SERVICE36VERIFY LOCATIONLINDSAY STREET52+54.1328.59 RT1" SERVICE20LINDSAY STREET52+54.9328.68 RT1" SERVICE20LINDSAY STREET52+97.8537.98 LT1" SERVICE47LINDSAY STREET52+99.5337.97 LT1" SERVICE47LINDSAY STREET53+46.7821.90 RTHYDRANT11114LINDSAY STREET53+63.788.06 RT8" GV1LINDSAY STREET54+08.1916.49 RT8" GV1NON-PARTICIPATING (LINDSAY STREET) SUBTOTALS3301001555545NON-PARTICIPATING TOTALS121213234804723444 TB4Save: 2/21/2024 3:36 PM sprall Plot: 2/26/2024 12:33 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618TB2_PROP.dwg 3/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02ZANE AVENUE AND LINDSAY STREETIMPROVEMENTSSANITARY SEWER REPAIR TABULATIONPROPOSED SANITARY SEWER STRUCTURE SCHEDULESTRUC.NO.STREETSTATIONOFFSETNEW STRUC.TYPE AND BUILD TO TOPOF CASTINGDIA.F& ICASTINGFRAMER-1733(EA)F& ICASTINGFRAMER-1733-1(EA)TOP OFCASTINGELEV.OUTLETELEV.DRAINS TO6"INLINECLEAN-OUT(EA)10" X 6"WYE (EA)6" DIP CL52 (LF)8" DIP CL52 (LF)10" DIPCL 52(LF)CONNECT TOEX.SANITARYPIPE(EA)CONNECT TOEX.SANITARYSERVICE(EA)REMARKSSTRUC.NO.GRADEINLETELEV.LTRTMANHOLE(FT)NON-PARTICIPATING (ZANE AVENUE N)ZANE AVENUE1405SANITARY SEWER REPAIRSNON-PARTICIPATING (ZANE AVENUE N) SUBTOTALS0.00000000140050NON-PARTICIPATING (LINDSAY STREET)2060LINDSAY STREET42+83.150.804.3948"1872.53868.1420590.28%867.36226227612INSTALL SALVAGED COVER2059LINDSAY STREET40+07.090.703.5748"1870.83867.261351R-1733-1 (4" CASTING). INSTALL SALVAGED COVERNON-PARTICIPATING (LINDSAY STREET) SUBTOTALS7.962113297027613NON-PARTICIPATING TOTALS7.96211329714027663SANITARY SEWER REPAIR TABULATIONREPAIRNO.STREETLOCATION8" CIPLINING(LF)8" DIPLINING(LF)8" VCPLINING(LF)9" VSPLINING(LF)DEFECTNON-PARTICIPATING (ZANE AVENUE N)1ZANE AVENUEMH 2198 TO MH 2197377ROOTS, FRACTURE, BREAK2ZANE AVENUEMH 2197 TO MH 2196325FRACTURES, BREAK3ZANE AVENUEMH 2196 TO MH 2195329FRACTURE, CRACKS4ZANE AVENUEMH 2059 TO MH 2058325SAGS5ZANE AVENUEMH 2058 TO MH 2057321SAGS6ZANE AVENUEMH 2057 TO MH 2055A248BREAKS, FRACTURE, CRACK, INFILTRATION, MINERAL DEPOSITS7ZANE AVENUEMH 2055A TO MH205552NON-PARTICIPATING (ZANE AVENUE N) SUBTOTALS646001331NON-PARTICIPATING (LINDSAY STREET)8LINDSAY STREETMH 2061 TO MH 20602609LINDSAY STREETMH 2062 TO MH 206125310LINDSAY STREETMH 2063 TO MH 206218911LINDSAY STREETMH 2064 TO MH 2063100OBSTACLE12LINDSAY STREETMH 2760 TO MH 20644013LINDSAY STREETMH 2761 TO MH 27605014LINDSAY STREETMH 2762 TO MH 2761144PROTRUDING TAP15LINDSAY STREETMH 3099 TO MH 2762163PROTRUDING TAPNON-PARTICIPATING (LINDSAY STREET) SUBTOTALS51340357289NON-PARTICIPATING TOTALS1159403571620SANITARY SEWER SERVICE WYE SEALING VIA GROUT PACKER INJECTION METHOD (BID ALTERNATE A)BID ITEMSNON-PARTICIPATING STREETSNON-PARTICIPATINGTOTALSZANE AVENUELINDSAY STREETSEAL 9" MAIN TO 6" LATERAL W/ 3' BLADDER (EACH)9514SEAL 8" MAIN TO 6" LATERAL W/ 3' BLADDER (EACH)31417CHEMICAL GROUT (GAL)6095155SANITARY SEWER WYE LINERS (BID ALTERNATE B)BID ITEMSNON-PARTICIPATING STREETSNON-PARTICIPATINGTOTALSZANE AVENUELINDSAY STREETSERVICE WYE LINER - 9" MAIN X 6" WYE (EACH)9514SERVICE WYE LINER - 8" MAIN X 6" WYE (EACH)31417445 PROPOSED STORM SEWER STRUCTURE SCHEDULESTRUC.NO.STREETSTATIONOFFSETNEW STRUC. TYPEAND BUILD TO TOPOF CASTINGSUMP(FT)SAFLBAFL(SF)DIA.CASTINGASSEMBLYR-3067-L(EA)CASTINGASSEMBLYR-3237(EA)CASTINGASSEMBLYR-2573(EA)CASTINGASSEMBLYR-1733(EA)CASTINGASSEMBLYR-4342(EA)TOP OFCASTINGELEV.OUTLETELEV.DRAINS TO12"HDPE(LF)12"RCPCL.V(LF)15"RCPCL.V(LF)18"RCPCL.III(LF)18"RCPCL.V(LF)21"RCPCL.III(LF)24"RCPCL.III(LF)27"RCPCL.III(LF)30"RCPCL.V(LF)48"RCPCL.III(LF)51"RCPARCH(LF)CONNECTTOEX.STORMPIPE(EA)CONNECTTO EX.DRAINAGESTRUCTURE(EA)REMARKSSTRUC.NO.GRADEINLETELEV.LTRTCATCHBASIN(FT)CATCHBASIN/MANHOLE(FT)S.A.P. 128-408-001 (ZANE AVENUE N)ST-10ZANE AVENUE6+15.4515.003.342'X3'1970.82904.48ST-111.00%904.1830ST-11ZANE AVENUE6+11.3015.003.6648"1907.84904.18EX1.00%904.1081ST-20ZANE AVENUE16+70.4415.004.002'X3'1881.32877.32ST-220.75%877.0930ST-21ZANE AVENUE17+77.7915.004.002'X3'1878.00874.00ST-230.75%874.0030ST-22ZANE AVENUE16+70.4415.004.3348"1881.32876.99ST-233.11%873.77103ST-23ZANE AVENUE17+73.8915.008.404.0012.0048"1878.07873.67ST-240.75%873.4727ST-24ZANE AVENUE18+01.1315.004.1848"1877.55873.37ST-251.50%872.9230ST-25ZANE AVENUE18+05.3715.004.7548"1877.65872.89ST-261.50%872.6119ST-26ZANE AVENUE18+07.8033.706.6860"1879.19872.51EXMH510.56%872.4581011EXMH51ZANE AVENUE1877.20BULKHEAD EAST NVERTST-30ZANE AVENUE20+76.5515.004.002'X3'1872.49868.49ST-340.91%868.2032ST-31ZANE AVENUE21+61.7015.003.732'X3'1871.75868.02ST-361.00%867.6339ST-32ZANE AVENUE22+19.4715.004.002'X3'1871.25867.25ST-371.22%866.8830ST-33ZANE AVENUE23+42.1315.004.002'X3'1870.34866.34ST-402.00%866.1410ST-34ZANE AVENUE20+86.8615.004.2948"1872.40868.10ST-350.75%867.8040ST-35ZANE AVENUE21+36.9815.004.3572"1872.05867.70ST-360.75%867.6310ST-36ZANE AVENUE21+36.9815.004.4472"1871.97867.53ST-370.75%866.8886ST-37ZANE AVENUE22+23.0215.004.4448"1871.22866.78ST-381.00%865.60119ST-38ZANE AVENUE23+41.9115.004.7748"1870.27865.50ST-391.00%865.4010ST-39ZANE AVENUE23+51.9115.008.904.0017.2554"1870.20865.30ST-401.00%865.0030ST-40ZANE AVENUE23+51.9115.005.4354"1870.33864.90ST-411.00%864.7020ST-41ZANE AVENUE23+51.9134.9011.7872"1871.57859.79EX8163ST-50ZANE AVENUE29+19.7315.004.012'X3'1873.07869.07ST-510.50%868.9230ST-51ZANE AVENUE27+48.6715.003.912'X3'1872.21868.30ST-650.50%868.1530ST-52ZANE AVENUE26+72.6615.003.352'X3'1871.83868.48ST-670.50%868.3330ST-53ZANE AVENUE25+13.1115.004.002'X3'1871.03867.03ST-542.00%866.8310ST-54ZANE AVENUE25+03.1115.006.4948"1870.98864.49ST-701.00%864.1930ST-55ZANE AVENUE24+20.9015.004.002'X3'1870.57866.57ST-731.00%866.4710ST-56ZANE AVENUE32+00.1015.005.5548"1876.88871.33ST-570.50%871.181430ST-57ZANE AVENUE32+00.1015.005.8148"1876.88871.08ST-580.76%870.22113ST-58ZANE AVENUE30+86.9615.004.1048"1874.22870.12ST-590.65%869.5981ST-59ZANE AVENUE30+06.3315.004.0148"1873.50869.49ST-630.50%869.1862ST-60ZANE AVENUE29+81.2334..903.422'X3'1873.55870.13ST-621.50%869.5836ST-61ZANE AVENUE29+63.2565.604.0048"1874.32870.32ST-622.06%869.5836GRATE TYPE CST-62ZANE AVENUE29+44.8234.804.0766"1873.54868.48ST-631.50%868.1820ST-63ZANE AVENUE29+44.8215.004.1148"1873.19869.08ST-640.60%868.9325ST-64ZANE AVENUE29+19.7315.004.2448"1873.07868.83ST-650.60%867.80171ST-65ZANE AVENUE27+48.6715.004.5154"1872.21867.70ST-670.50%867.3276ST-66ZANE AVENUE26+72.6627.604.1848"1871.75867.57ST-672.00%867.3213ST-67ZANE AVENUE26+72.6615.004.6254"1871.83867.22ST-680.65%866.9639ST-68ZANE AVENUE26+33.4015.004.7848"1871.64866.86ST-690.65%866.4858ST-69ZANE AVENUE25+75.7415.007.3448"1871.35864.00ST-700.75%863.4278ST-70ZANE AVENUE24+97.9415.007.6354"1870.96863.32ST-710.50%863.1242ST-71ZANE AVENUE24+57.3815.7011.734.0017.2554"1870.75863.02ST-720.50%862.9710ST-72ZANE AVENUE24+47.9216.509.7396"1870.68860.95ST-730.86%860.64521ST-73ZANE AVENUE24+31.4315.0010.0484"1870.63860.64EXMH431.00%860.5681BULKHEAD SE 21" INVERT IN EXMH 43S.A.P. 128-408-001 (ZANE AVENUE N) SUBTOTALS42.34194.7612.0046.50401122852638422762562595210166071NON-PARTICIPATING (LINDSAY STREET)ST-80LINDSAY STREET40+63.1915.005.752'X3'1870.70864.95ST-750.50%864.7736ST-81LINDSAY STREET41+69.4515.006.022'X3'1871.44865.42ST-740.50%865.2730ST-82LINDSAY STREET43+56.4515.006.642'X3'1872.70866.06ST-730.50%865.9031ST-83LINDSAY STREET43+50.4215.006.7448"1872.64895.90ST-740.35%895.27181ST-84LINDSAY STREET41+69.4515.006.1748"1871.44865.27ST-750.40%864.77125ST-85LINDSAY STREET40+44.2215.009.624.0023.0072"1870.39864.77ST-680.50%864.5544ST-90LINDSAY STREET45+14.7515.002.992'X3'1873.72870.73ST-811.67%870.2330ST-93LINDSAY STREET45+14.7515.007.594.0012.0048"1873.72870.13EX1.90%869.64261NON-PARTICIPATING (LINDSAY STREET) SUBTOTALS21.4030.128.0035.00800000015318101690000001TOTALS63.74224.8820.0081.50481122852791603764252595210166072TB5Save: 2/21/2024 3:36 PM sprall Plot: 2/26/2024 12:33 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618TB2_PROP.dwg 3/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02ZANE AVENUE AND LINDSAY STREETIMPROVEMENTSPROPOSED STORM SEWER STRUCTURESCHEDULE446 PROPOSED WATER MAIN TABULATIONLOCATIONF&ISTAINLESSSTEELSADDLE(EA)F&I CORP.STOPF&I CURBSTOP & BOXF&I GATE VALVE & BOXF&IHYDRANT(EA)F&IHYDRANTMARKER(EA)FITTING TYPEFITTINGWEIGHT(LB)CONNECT TOEXISTINGWATER MAIN(EA)F&I PVC WATER MAINC-900F&I 24"STEELCASINGPIPE(LF)F&I SIDR 7-PESERVICEREMARKSSTREETSTATIONOFFSET (FT)1"(EA)2"(EA)1"(EA)2"(EA)4"(EA)6"(EA)8"(EA)10"(EA)12"(EA)4"(LF)6"(LF)8"(LF)10"(LF)12"(LF)1"(LF)2"(LF)NON-PARTICIPATING (ZANE AVENUE N)ZANE AVENUE5+61.45 - 33+46.704.73 LT - 11.48 LT2783ZANE AVENUE5+61.4511.48 LT12" DIA. LONG SLEEVE821ZANE AVENUE5+72.6211.40 LT1ZANE AVENUE5+91.7711.17 LT(4) 12" 22.5 BENDS340LOWER WATER MAINZANE AVENUE6+17.5520.67 LT11112" X 6" TEE11310ZANE AVENUE8+92.4225.27 LT112" X 4" TEE98120ZANE AVENUE10+04.4720.67 LT11112" X 6" TEE11310ZANE AVENUE11+79.8532.76 RT112" X 10" TEE, 10" HDPE TO PVC COUPLING201145ZANE AVENUE14+04.0020.67 LT11112" X 6" TEE11310ZANE AVENUE16+37.1527.17 RT11112" X 6" TEE11338ZANE AVENUE17+13.0424.02 LT112" X 8" TEE123114ZANE AVENUE17+68.1211.00 LT1ZANE AVENUE17+72.7922.67 LT11112" X 6" TEE11312ZANE AVENUE17+83.23 - 18+73.2311.00 LT90REMOVE EXISTING CASING PIPEZANE AVENUE18+78.8311.00 LT1ZANE AVENUE19+30.5229.31 RT112" X 6" TEE113142VERIFY SIZE, NO RECORDZANE AVENUE20+78.3330.98 RT11142ZANE AVENUE21+69.4820.67 LT11112" X 6" TEE11310ZANE AVENUE22+02.9128.29 LT112" X 8" TEE123120ZANE AVENUE22+08.5628.28 LT112" X 4" TEE98120ZANE AVENUE23+98.217.66 LT1ZANE AVENUE24+04.816.60 LT12" X 8" TEE123ZANE AVENUE24+14.744.73 LT12" 22.5 BEND85ZANE AVENUE24+19.505.67 LT1ZANE AVENUE25+05.9429.12 RT112" X 6" TEE113140VERIFY SIZE, NO RECORDZANE AVENUE25+40.9220.67 LT11112" X 6" TEE11310ZANE AVENUE25+82.1229.22 RT11140VERIFY SIZE AND LOCATIONZANE AVENUE25+93.9828.76 LT112" X 6" TEE113118VERIFY SIZE AND LOCATIONZANE AVENUE28+73.8529.61 RT11140VERIFY SIZE AND LOCATIONZANE AVENUE28+78.8429.62 RT112" X 6" TEE113140ZANE AVENUE29+43.8429.71 RT11142VERIFY SIZE AND LOCATIONZANE AVENUE29+59.2020.67 LT11112" X 6" TEE11310ZANE AVENUE31+90.1027.96 LT11118ZANE AVENUE31+92.1027.96 LT112" X 8" TEE123118ZANE AVENUE32+17.7930.07 RT112" X 6" TEE113143VERIFY LOCATIONZANE AVENUE33+11.7823.66 LT11112" X 6" TEE11313ZANE AVENUE33+34.799.77 LT1ZANE AVENUE33+46.709.13 LT12" DIA. LONG SLEEVE821NON-PARTICIPATING (ZANE AVENUE N) SUBTOTALS514142143169930601340306524527839042140TB6Save: 2/21/2024 3:36 PM sprall Plot: 2/26/2024 12:33 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618TB2_PROP.dwg 3/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02ZANE AVENUE AND LINDSAY STREETIMPROVEMENTSPROPOSED WATER MAIN TABULATION447 NON-PARTICIPATING (LINDSAY STREET)LINDSAY STREET40+00.00 - 54+10.768.01 - 16.24 RT1418LINDSAY STREET40.01.9510.00 RT1LINDSAY STREET42+17.3220.67 RT1118" X 6" TEE7510LINDSAY STREET42+81.4028.93 RT18" X 8" TEE87120LINDSAY STREET43+02.7228..26 LT18" X 8" TEE87139LINDSAY STREET43+06.6928.93 RT18" X 8" TEE87120LINDSAY STREET44+13.0029.13 LT18" X 4" TEE, 4" CAP7040LINDSAY STREET45+29.9110.00 RT1LINDSAY STREET45+82.9031.13 LT11140LINDSAY STREET46+06.9829.98 RT11120LINDSAY STREET46+81.3930.77 LT11140LINDSAY STREET46+90.2218.67 RT1118" X 6" TEE7510LINDSAY STREET47+23.7028.88 RT11120LINDSAY STREET48+02.109.82 RT8" 11.25 BEND40LINDSAY STREET48+17.2230.91 LT11142LINDSAY STREET48+72.7810.00 RT8" 11.25 BEND40LINDSAY STREET48+94.8110.00 RT8" 11.25 BEND40LINDSAY STREET49+12.9731.76 LT11140LINDSAY STREET49+16.3728.53 RT11120LINDSAY STREET49+64.1710.00 RT8" 11.25 BEND40LINDSAY STREET49+86.2010.00 RT8" 11.25 BEND40LINDSAY STREET50+17.0829.19 LT11140LINDSAY STREET50+84.6129.38 RT11120LINDSAY STREET50+86.6410.71 RT8" 11.25 BEND40LINDSAY STREET51+10.6410.60 RT8" 11.25 BEND40LINDSAY STREET51+33.6810.60 RT8" 11.25 BEND40LINDSAY STREET51+43.3047.20 RT11140LINDSAY STREET51+44.4147.14 RT11140LINDSAY STREET51+57.0610.64 RT8" 11.25 BEND40LINDSAY STREET51+77.2110.31 RT8" 11.25 BEND40LINDSAY STREET51+86.9818.67 RT1118" X 6" TEE7510LINDSAY STREET52+03.5027.73 LT11140VERIFY LOCATIONLINDSAY STREET52+54.1328.59 RT11120LINDSAY STREET52+54.9328.68 RT11120LINDSAY STREET52+97.8537.98 LT11145LINDSAY STREET52+99.5337.97 LT11145LINDSAY STREET53+38.2627.54 RT11120LINDSAY STREET54+05.6916.74 RT8" 22.5 BEND44LINDSAY STREET54+08.2016.46 RT1LINDSAY STREET54+10.7616.24 RT8" DIA. LONG SLEEVE461NON-PARTICIPATING (LINDSAY STREET) SUBTOTALS17170170136003310464403014970005520NON-PARTICIPATING TOTALS22184184317916121241061780336154945278390594140PROPOSED WATER MAIN TABULATIONLOCATIONF&ISTAINLESSSTEELSADDLE(EA)F&I CORP.STOPF&I CURBSTOP & BOXF&I GATE VALVE & BOXF&IHYDRANT(EA)F&IHYDRANTMARKER(EA)FITTING TYPEFITTINGWEIGHT(LB)CONNECT TOEXISTINGWATER MAIN(EA)F&I PVC WATER MAINC-900F&I 24"STEELCASINGPIPE(LF)F&I SIDR 7-PESERVICEREMARKSSTREETSTATIONOFFSET (FT)1"(EA)2"(EA)1"(EA)2"(EA)4"(EA)6"(EA)8"(EA)10"(EA)12"(EA)4"(LF)6"(LF)8"(LF)10"(LF)12"(LF)1"(LF)2"(LF)TB7Save: 2/21/2024 3:36 PM sprall Plot: 2/26/2024 12:33 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618TB2_PROP.dwg 3/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02ZANE AVENUE AND LINDSAY STREETIMPROVEMENTSPROPOSED WATER MAIN TABULATION448 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 ACOMBINATION OF NARRATIVE AND PLAN SHEETS THAT DESCRIBE THE TEMPORARY AND PERMANENTSTORM WATER MANAGEMENT PLAN FOR THE PROJECT.CONTACTS: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: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.)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, INCLUDING ALL AMENDMENTS AND INSPECTION ANDMAINTENANCE RECORDS ON SITE DURING CONSTRUCTION.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.ALL SWPPP CHANGES MUST BE DONE BY AN INDIVIDUAL TRAINED IN ACCORDANCE WITH SECTION 21.4 OR21.5. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATION DESCRIBINGHOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS.BOTH THE OWNER AND CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER TERMINATION AND/ORTRANSFER OF THE PERMIT.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 SHEETS:EROSION AND SEDIMENT CONTROL PLAN SHEETS:TURF ESTABLISHMENT PLAN SHEETS:STORM SEWER PLAN & PROFILE PLAN SHEETS:GRADING PLAN SHEETS:DETAIL PLAN SHEETS:SWPPP NOTE AND DETAIL SHEETS:PROJECT SPECIFICATIONS:PROJECT BID FORM:PERMANENT STORMWATER MANAGEMENT SYSTEMPERMANENT STORMWATER MANAGEMENT SYSTEM IS NOT REQUIRED, PER THE NPDES GENERAL STORMWATER PERMIT,SINCE THERE IS A REDUCTION IN IMPERVIOUS SURFACE.PROJECT SPECIFIC NOTES:XXSOIL NAME:HYDROLOGIC CLASSIFICATION:LESTER LOAM, 6 TO 10 PERCENT SLOPES, MODERATELY ERODEDCURBAN LAND-UDORTHENTS, WET SUBSTRATUM, COMPLEX, 0 TO 2 PERCENT SLOPESNOT RATEDURBAN LAND-UDORTHENTS (CUT AND FILL LAND) COMPLEX, 0 TO 6 PERCENT SLOPESNOT RATEDANTICIPATED RANGE OF PARTICLE SIZESSANDY LEAN CLAYAGENCY:TYPE OF PERMIT:MN DEPT. OF HEALTH (MDH)SAFETY AND SANITARY QUALITY OFWATER MAINBASSETT CREEK WATERSHEDMANAGEMENT COMMISSIONWATERSHED PERMITIDNAMETYPESPECIALWATER?IMPAIREDWATER?CONSTRUCTIONRELATED IMPAIRMENTOR SPECIAL WATERCLASSIFICATIONTMDL27-0035-01SWEENEYLAKENOYESCHLORIDE, NUTRIENTSCl, NUTRIENTSADDITIONAL BMPS AND/OR ACTIONS REQUIRED:23.9: PERMITTEES MUST IMMEDIATELY INITIATE STABILIZATION OF EXPOSED SOIL AREAS, AS DESCRIBED IN ITEM 8.4,AND COMPLETE THE STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY IN THATPORTION OF THE SITE TEMPORARILY OR PERMANENTLY CEASES.23.10: PERMITTEES MUST PROVIDE A TEMPORARY SEDIMENT BASIN AS DESCRIBED IN SECTION 14 FOR COMMONDRAINAGE LOCATIONS THAT SERVE AN AREA WITH FIVE (5) OR MORE ACRES DISTURBED AT ONE TIME.SEE SECTION 23 OF THE PERMIT AND APPLICABLE TMDL WLA'STOTAL DISTURBED AREA:5.63 ACPRE-CONSTRUCTION IMPERVIOUS AREA:4.51 ACPOST-CONSTRUCTION IMPERVIOUS AREA:4.20 ACIMPERVIOUS AREA ADDED:-0.31 ACOWNER: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 PRALLPHONE:651.318.0359EMAIL:SPRALL@SEHINC.COMPROJECT NO.:23-021.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.8.INSTALL FILTRATION MEDIATEMPORARY 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.LOCATION:GOLDEN VALLEY, MNLATITUDE/LONGITUDE:44.989562, -93.355102PROJECT DESCRIPTION:EXCAVATION, GRADING, CONCRETE CURB & GUTTER,CONCRETE SIDEWALK, BITUMINOUS PAVING, STORMSEWER, SANITARY SEWER REPAIR, & WATER MAINREPLACEMENTSOIL DISTURBING ACTIVITIES:GRADING, STREET RECONSTRUCTION, UTILITYREHABILITATIONPREPARER/DESIGNER OF SWPPP:STEVE PRALLEMPLOYER:SHORT ELLIOTT HENDRICKSONDATE OBTAINED / REFRESHEDREFRESHED 2023INSTRUCTOR(S)/ENTITYPROVIDING TRAINING:U OF MNCONTRACTORXCONTACTXPHONEXEMAILXWATERBODYNO WORK DURINGLAKESAPRIL 1 - JUNE 30NON-TROUT STREAMSMARCH 15 - JUNE 15TROUT STREAMSSEPTEMBER 1 - APRIL 1SEE DNR PERMIT FOR MORE INFORMATIONRev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02PROJECT LOCATION MAP, INCLUDING ALL RECEIVING WATERS WITHIN ONE MILE OF PROJECT SITE ANDARROWS SHOWING OVERLAND FLOW.https://pca-gis02.pca.state.mn.us/csw/index.htmlAPPROXIMATE1 MILE BUFFEROF PROJECTAREAPROJECT LOCATIONE1Save: 1/22/2024 11:00 AM sprall Plot: 2/26/2024 12:33 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618SWPPP.dwg 3/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103ZANE AVENUE AND LINDSAY STREETIMPROVEMENTSSWPPP449 DEWATERING AND BASIN DRAINING ACTIVITIES:THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL DEWATERING AND SURFACE DRAINAGEREGULATIONS.WATER FROM DEWATERING ACTIVITIES SHALL DISCHARGE TO A TEMPORARYAND/OR PERMANENT SEDIMENT BASIN.IF WATER CANNOT BE DISCHARGED TO A SEDIMENTATION BASIN, IT SHALL BE TREATED WITHOTHER APPROPRIATE BMPS, TO EFFECTIVELY REMOVE SEDIMENT.DISCHARGE THAT CONTAINS OIL OR GREASE MUST BE TREATED WITH AN OIL-WATER SEPARATOR ORSUITABLE FILTRATION DEVICE PRIOR TO DISCHARGE.WATER FROM DEWATERING SHALL BE DISCHARGED IN A MANNER THAN DOES NOT CAUSENUISANCE CONDITIONS, EROSION, OR INUNDATION OF WETLANDS.BACKWASH WATER USED FOR FILTERING SHALL BE HAULED AWAY FOR DISPOSAL, RETURNED TO THEBEGINNING OF TREATMENT PROCESS, OR INCORPORATED INTO THE SITE IN A MANNER THAT DOES NOTCAUSE EROSION. THE CONTRACTOR SHALL REPLACE AND CLEAN FILTER MEDIAS USED IN DEWATERINGDEVICES WHEN REQUIRED TO MAINTAIN ADEQUATE FUNCTION.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.THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL EROSION PREVENTION MEASURES AS NECESSARYTO PROPERLY MANAGE THE PROJECT AREA.THE CONTRACTOR SHALL PLAN AND IMPLEMENT APPROPRIATE CONSTRUCTION PRACTICES ANDCONSTRUCTION PHASING TO MINIMIZE EROSION AND RETAIN VEGETATION WHENEVERPOSSIBLE.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 PRACTICES DESIGNEDFOR STEEP SLOPES.THE CONTRACTOR SHALL STABILIZE OF ALL EXPOSED SOILS IMMEDIATELY TO LIMIT SOIL EROSION.IN NO CASE SHALL ANY EXPOSED AREAS, INCLUDING STOCK PILES, HAVE EXPOSED SOILS FORMORE THAN 7 DAYS WITHOUT PROVIDING TEMPORARY OR PERMANENT STABILIZATION. STABILIZATIONMUST BE COMPLETED WITHIN 7 DAYS AFTER CONSTRUCTION ACTIVITY HAS CEASED. TEMPORARYSTOCKPILES WITHOUT SIGNIFICANT CLAY, SILT, OR ORGANIC COMPONENTS DO NOT REQUIRE STABILIZATION.DRAINAGE PATHS, DITCHES, AND/OR SWALES SHALL HAVE TEMPORARY OR PERMANENTSTABILIZATION WITHIN 24 HOURS OF CONNECTING TO A SURFACE WATER OR 24 HOURSAFTER CONSTRUCTION ACTIVITY IN THE DITCH/SWALE HAS TEMPORARILY OR PERMANENTLYCEASED.THE CONTRACTOR SHALL COMPLETE THE STABILIZATION OF ALL EXPOSED SOILS WITHIN 24 HOURSTHAT LIE WITHIN 200 FEET OF PUBLIC WATERS PROMULGATED "WORK IN WATER RESTRICTIONS" BYTHE MN DNR DURING SPECIFIED FISH SPAWNING TIMES.THE CONTRACTOR SHALL IMPLEMENT EROSION CONTROL BMPS AND VELOCITY DISSIPATION DEVICESALONG CONSTRUCTED STORMWATER CONVEYANCE CHANNELS AND OUTLETS.THE CONTRACTOR SHALL STABILIZE TEMPORARY AND/OR PERMANENT DRAINAGE DITCHES OR SWALESWITHIN 200 LINEAL FEET FROM PROPERTY EDGE, OR DISCHARGE POINT(S) WITHIN 24 HOURS AFTERCONNECTING TO A SURFACE WATER OR PROPERTY EDGE.TEMPORARY OR PERMANENT DITCHES OR SWALES USED AS A SEDIMENT CONTAINMENT SYSTEM DURINGCONSTRUCTION MUST BE STABILIZED WITHIN 24 HOURS AFTER NO LONGER BEING USED AS A SEDIMENTCONTAINMENT SYSTEM.THE CONTRACTOR SHALL NOT UTILIZE HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSIONPREVENTION PRACTICES AS A FORM OF STABILIZATION FOR TEMPORARY OR PERMANENT DRAINAGEDITCHES OR 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.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.THE PERMITTEE(S) SHALL DOCUMENT A WRITTEN SUMMARY OF ALL INSPECTIONS AND MAINTENANCEACTIVITIES CONDUCTED WITHIN 24 HOURS OF OCCURRENCE. RECORDS OFEACH ACTIVITY SHALL INCLUDE THE 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;-POINTS OF DISCHARGE OBSERVED DURING INSPECTION AND DESCRIPTION OF THE DISCHARGE-AMENDMENTS MADE TO THE SWPPP.THE PERMITTEE(S) SHALL SUBMIT A COPY OF THE WRITTEN INSPECTIONS TO THE ENGINEER ANDOWNER ON A MONTHLY BASIS. IF MONTHLY INSPECTION REPORTS ARE NOT SUBMITTED, MONTHLYPAYMENTS MAY BE HELD.THE CONTRACTOR SHALL DOCUMENT AMENDMENTS TO THE SWPPP AS A RESULT OF INSPECTION(S)WITHIN 7 DAYS.THE CONTRACTOR SHALL KEEP THE SWPPP, ALL INSPECTION REPORTS, AND AMENDMENTS ONSITE.THE CONTRACTOR SHALL DESIGNATE A SPECIFIC ONSITE LOCATION TO KEEP THE RECORDSTHE CONTRACTOR IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF TEMPORARYAND PERMANENT WATER QUALITY BMP'S, AS WELL AS EROSION AND SEDIMENT CONTROL BMP'S.THE CONTRACTOR SHALL INSPECT EROSION PREVENTION AND SEDIMENTATION CONTROL BMPS TOENSURE INTEGRITY AND EFFECTIVENESS. ALL NONFUNCTIONAL BMPS SHALL BE REPAIRED, REPLACED,OR SUPPLEMENTED WITH FUNCTIONAL BMPS WITHIN 24 HOURS OF FINDING. THE CONTRACTORSHALL INVESTIGATE AND COMPLY WITH THE FOLLOWING INSPECTION AND MAINTENANCE REQUIREMENTS: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 BUILDING PRODUCTS 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.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 SHORT TERMCONSTRUCTION ACTIVITY IS COMPLETE, PERMITTEE(S) MUST INSTALL AN UPLAND PERIMETER CONTROLPRACTICE IF EXPOSED SOILS STILL DRAIN TO A SURFACE WATER.RECEIVING WATERNATURAL BUFFERIS THE BUFFER BEINGENCROACHED ON?REASON FOR BUFFERENCROACHMENTALL RECEIVING WATERSAT LEAST 50 FTNON/ASEDIMENT 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, ANDQUANTITY OF EROSION 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 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 SHALL PROVIDE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROL AT THE BASE OFTHE STOCKPILES.THE CONTRACTOR SHALL INSTALL PERIMETER CONTROL AROUND ALL STAGING AREAS, BORROW PITS,AND AREAS CONSIDERED ENVIRONMENTALLY SENSITIVE.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 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.PERIMETER CONTROL DEVICES, INCLUDING SILT FENCE SHALL BE REPAIRED, OR REPLACED,WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THEDEVICE HEIGHT. THESE REPAIRS SHALL BE MADE WITHIN 24 HOURS OF DISCOVERY.TEMPORARY AND PERMANENT SEDIMENT BASINS SHALL BE DRAINED AND THE SEDIMENT REMOVEDWHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME.DRAINAGE AND REMOVAL MUST BE COMPLETED WITHIN 72 HOURS OF DISCOVERY.SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS, MUST BEINSPECTED FOR EVIDENCE OF EROSION AND SEDIMENT DEPOSITION. THE CONTRACTOR SHALLREMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGEWAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS. THE CONTRACTOR SHALL RE-STABILIZETHE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. REMOVAL AND STABILIZATIONMUST TAKE PLACE WITHIN 7 DAYS OF DISCOVERY, UNLESS PRECLUDED BY LEGAL, REGULATORY,OR PHYSICAL CONSTRAINTS. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALLLOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND OBTAIN ANY APPLICABLE PERMITS,PRIOR TO CONDUCTING ANY WORK IN SURFACE WATERS.CONSTRUCTION SITE VEHICLE EXIT LOCATIONS SHALL BE INSPECTED DAILY FOR EVIDENCEOF SEDIMENT TRACKING ONTO PAVED SURFACES. TRACKED SEDIMENT MUST BEREMOVED FROM ALL PAVED SURFACES WITHIN 24 HOURS OF DISCOVERY.IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF SEDIMENTMUST BE REMOVED IN A MANOR AND AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF-SITEIMPACTS.Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02E2Save: 1/22/2024 11:00 AM sprall Plot: 2/26/2024 12:33 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618SWPPP.dwg 3/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103ZANE AVENUE AND LINDSAY STREETIMPROVEMENTSSWPPP450 18"SES5"6"12"12" 8" 8" 14" 48" 3X4" 3X4" 4X4" 4X2" 4X4" 14" 24" 18" 12" 12" 12" 12" 18" 10" 20" 10"ECTRL5" 8" 8" 24" 24" 24"ECTRL5" 5" 5" 5"EE8" 8" 4" 4" 4" 4" 4" 4" 20" 8"ECTRLECTRLXCXCFMFMFMFMFM>>FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOSTFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO4"4" 8" 6" 10"STST880885890895900905876877878879881882883884886887888889891892893894896897898899901902903904906907908UPRR LUCE LIN E T R A I L 925900701701580458065830590081570128" 20" 20" 12" 36"24"24"STSTFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOECTRLFOFOFOFOFOFOFOFO30"ST872871871 8758718728738741114110992510001100900NOTES:1.TO PREVENT DUSTY CONDITIONS AND SEDIMENT ENTERING THE STORMSEWER, CONTRACTOR MUST CLEAN STREETS ON A DAILY BASIS DURINGCONSTRUCTION HOURS (7AM-7PM) UNLESS OTHERWISE DIRECTED BY THEENGINEER.2.ADDITIONAL STREET CLEANING MAY BE REQUIRED AS DIRECTED BY THEENGINEER AND WILL BE INCIDENTAL TO DAILY SWEEPING. THE ADDITIONALSWEEPING WILL BE PERFORMED WITHIN FOUR (4) HOURS OF ENGINEER'SDIRECTION.3.FAILURE TO PERFORM STREET CLEANING WILL RESULT IN CLEANING BY THECITY OF GOLDEN VALLEY AND COSTS DEDUCTED FROM MONIES DUE TOCONTRACTOR.4.CONTRACTOR MUST PLACE PROTECTION ON ALL INLETS AND REMOVE ASDIRECTED BY THE ENGINEER FOLLOWING BITUMINOUS WEAR PAVING(INCIDENTAL).5.ALL DISTURBED AREAS SHALL BE RESTORED WITH 4" TOPSOIL AND SODUNLESS SHOWN OTHERWISE OR DIRECTED BY THE ENGINEER.6.EXPOSED SOIL SHALL BE TEMPORARILY STABILIZED USING SEED WITH MULCHAND/OR EROSION CONTROL BLANKET, OR BY HYDROSEEDING AS DIRECTEDBY THE ENGINEER.7.TEMPORARY OR PERMANENT MULCH MUST BE UNIFORMLY APPLIED BYMECHANICAL OR HYDRAULIC MEANS AND STABILIZED BY DISK ANCHORING ORUSE OF HYDRAULIC SOIL STABILIZERS.8.TEMPORARY VEGETATION COVERS SHOULD CONSIST OF SUITABLE, FASTGROWING, DENSE GRASS SEED (MNDOT 25-141) APPLIED AT 1.5 TIMES THERATE PER ACRE SPECIFIED BY MNDOT 2575.3.9. PROJECT DOES NOT IMPACT ANY WETLANDS.10.STEEP SLOPES (>3:1) SHALL BE STABILIZED IMMEDIATELY AFTER REACHINGFINAL GRADE, AS DIRECTED BY THE ENGINEER.11.ADDITIONAL PERIMETER CONTROL TO BE INSTALLED, AS NECESSARY, ASDIRECTED BY ENGINEER.EROSION CONTROLSTORM DRAIN INLET PROTECTIONEXISTING AND PROPOSED DRAINAGEDIRECTIONAL FLOW ARROWSILT FENCEROCK CONSTRUCTION ENTRANCEHYDROSEEDING (INCLUDES 4" TOPSOIL,SEED MIX 25-131, FERTILIZER,& TYPE HYDRAULIC MULCH)SEDIMENT CONTROL LOG (TYPE STRAW)SEEDING (INCLUDES 4" TOPSOIL,SEED MIX 38-631, & FERTILIZER)ROLLED EROSION PREVENTION CATEGORY 10)ZANE AVENUESave: 2/26/2024 12:07 PM sprall Plot: 2/26/2024 1:35 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618SEC1.dwg 0feetscale501005025Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02E33/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103ZANE AVENUEOLSON MEMORIAL HWY. SERVICE ROAD0feetscale501005025SEE SHEET E4ZANE AVENUESEE BELOWSEE ABOVESEE SHEET E4ZANE AVENUEZANE AVENUE AND LINDSAY STREETIMPROVEMENTSSEDIMENT & EROSION CONTROL PLANSTA 5+55BEGIN S.A.P.128-408-002LINDSAY STREET MNDOT R/WMNDOT R/W451 6"8"10"10"GFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO30"875874876877878879873125060055905600511091114ESTSTE11"22"16"E23"23"9"20"20"42"36"36"STSTEPPP28"28"26"36"24"24"STSTFO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOECTRLFOST 871 875871872873874876880 878879 881882883884871872 1100100057355645562556605640562056005605554055355525553055205510550511219351000 1100 NOTES:1.TO PREVENT DUSTY CONDITIONS AND SEDIMENT ENTERING THE STORMSEWER, CONTRACTOR MUST CLEAN STREETS ON A DAILY BASIS DURINGCONSTRUCTION HOURS (7AM-7PM) UNLESS OTHERWISE DIRECTED BY THEENGINEER.2.ADDITIONAL STREET CLEANING MAY BE REQUIRED AS DIRECTED BY THEENGINEER AND WILL BE INCIDENTAL TO DAILY SWEEPING. THE ADDITIONALSWEEPING WILL BE PERFORMED WITHIN FOUR (4) HOURS OF ENGINEER'SDIRECTION.3.FAILURE TO PERFORM STREET CLEANING WILL RESULT IN CLEANING BY THECITY OF GOLDEN VALLEY AND COSTS DEDUCTED FROM MONIES DUE TOCONTRACTOR.4.CONTRACTOR MUST PLACE PROTECTION ON ALL INLETS AND REMOVE ASDIRECTED BY THE ENGINEER FOLLOWING BITUMINOUS WEAR PAVING(INCIDENTAL).5.ALL DISTURBED AREAS SHALL BE RESTORED WITH 4" TOPSOIL AND SODUNLESS SHOWN OTHERWISE OR DIRECTED BY THE ENGINEER.6.EXPOSED SOIL SHALL BE TEMPORARILY STABILIZED USING SEED WITH MULCHAND/OR EROSION CONTROL BLANKET, OR BY HYDROSEEDING AS DIRECTEDBY THE ENGINEER.7.TEMPORARY OR PERMANENT MULCH MUST BE UNIFORMLY APPLIED BYMECHANICAL OR HYDRAULIC MEANS AND STABILIZED BY DISK ANCHORING ORUSE OF HYDRAULIC SOIL STABILIZERS.8.TEMPORARY VEGETATION COVERS SHOULD CONSIST OF SUITABLE, FASTGROWING, DENSE GRASS SEED (MNDOT 25-141) APPLIED AT 1.5 TIMES THERATE PER ACRE SPECIFIED BY MNDOT 2575.3.9. PROJECT DOES NOT IMPACT ANY WETLANDS.10.STEEP SLOPES (>3:1) SHALL BE STABILIZED IMMEDIATELY AFTER REACHINGFINAL GRADE, AS DIRECTED BY THE ENGINEER.11.ADDITIONAL PERIMETER CONTROL TO BE INSTALLED, AS NECESSARY, ASDIRECTED BY ENGINEER.EROSION CONTROLSTORM DRAIN INLET PROTECTIONEXISTING AND PROPOSED DRAINAGEDIRECTIONAL FLOW ARROWSILT FENCEROCK CONSTRUCTION ENTRANCEHYDROSEEDING (INCLUDES 4" TOPSOIL,SEED MIX 25-131, FERTILIZER,& TYPE HYDRAULIC MULCH)SEDIMENT CONTROL LOG (TYPE STRAW)SEEDING (INCLUDES 4" TOPSOIL,SEED MIX 38-631, & FERTILIZER)ROLLED EROSION PREVENTION CATEGORY 10)ZANE AVENUESave: 2/26/2024 12:07 PM sprall Plot: 2/26/2024 1:35 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618SEC1.dwg 0feetscale501005025Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02E43/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103ZANE AVENUESEE SHEET E3 LILAC D R I V E N ZANE AVENUE LINDSAY STREETLINDSAY STREET0feetscale501005025GOLDEN VALLEY ROADSEE SHEET E3SEE SHEET E3 ZANE AVENUE AND LINDSAY STREETIMPROVEMENTSSEDIMENT & EROSION CONTROL PLANSTA 33+50END S.A.P. 128-408-002MNDOT R/WMNDOT R/W452 46.27+54 00+4000+4100+4200+4300+4400+4500+4600+4700+48 00 + 49 0 0 + 5 0 0 0 + 5 1 00+5200+5300+54 PC: 47+92.40PC: 50+76.08PC: 53+55.45PT: 50+29.33PT: 51+91.97PT: 53+84.7800+500+600+700+800+900+1000+1100+1200+1300+1400+1500+1600+1700+1800+1900+2000+2100+2200+2300+2400+2500+2600+2700+2800+2900+3000+3100+3200+3300+34PC: 23+52.79 PT: 24+76.69L1L2C1L3L4L5 L6 C2 C3 C4 A1Save: 5/25/2023 4:36 PM sprall Plot: 2/26/2024 12:34 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618AL1.dwg 3/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.0feetscale10020010050103Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02ZANE AVENUE AND LINDSAY STREETIMPROVEMENTSALIGNMENT PLANZANE AVENUELINDSAY STREET STA. 5+55BEGIN S.A.P. 128-408-002STA.33+50END S.A.P. 128-408-002453 ALIGNMENT TABULATION - ZANE AVENUE N (S.A.P. 128-408-002)POINT IDL1C1L2POINTSTATION5+00.0023+52.7924+76.69DELTA023° 39' 44"RADIUS300.00TANGENT62.84LENGTH1852.79123.89923.31NORTHING170638.5927172491.3634172611.8847EASTING507295.8796507304.6990507280.0509BEARINGN 00° 16' 22" EN 23° 23' 22" WSTART STATION5+00.0023+52.7924+76.69END STATION23+52.7924+76.6934+00.00START NORTHING170638.5927172491.3634172611.8847START EASTING507295.8796507304.6990507280.0509END NORTHING172491.3634172611.8847173459.3283END EASTING507304.6990507280.0509506913.5160ALIGNMENT TABULATION - LINDSAY STPOINT IDL3C2L4C3L5C4L6POINTSTATION40+00.0047+92.4050+29.3350+76.0851+91.9753+55.4553+84.78DELTA054° 17' 55"055° 19' 55"014° 00' 16"RADIUS250.00120.00120.00TANGENT128.2062.9114.74LENGTH792.40236.9246.75115.89163.4929.3361.48NORTHING172551.9627172540.2619172433.1658172394.7999172343.3813172343.9154172347.5771EASTING507298.8522508091.1699508292.6278508319.3477508418.2115508581.6968508610.7247BEARINGS 89° 09' 14" ES 34° 51' 19" EN 89° 48' 46" EN 75° 48' 30" ESTART STATION40+00.0047+92.4050+29.3350+76.0851+91.9753+55.4553+84.78END STATION47+92.4050+29.3350+76.0851+91.9753+55.4553+84.7854+46.27START NORTHING172551.9627172540.2619172433.1658172394.7999172343.3813172343.9154172347.5771START EASTING507298.8522508091.1699508292.6278508319.3477508418.2115508581.6968508610.7247END NORTHING172540.2619172433.1658172394.7999172343.3813172343.9154172347.5771172362.6507END EASTING508091.1699508292.6278508319.3477508418.2115508581.6968508610.7247508670.3318A2Save: 5/25/2023 4:36 PM sprall Plot: 2/26/2024 12:34 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618AL1.dwg 3/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02ZANE AVENUE AND LINDSAY STREETIMPROVEMENTSALIGNMENT TABULATION454 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.6" AGGREGATE BASE CLASS 5MnDOT SPEC. 22113" TYPE SP9.5 WEARING COURSEMIXTURE DESIGNATION SPWEA240C(IF THICKER, MATCH EXISTING)SOD W/ 4" TOPSOIL (TYP.)6" AGGREGATE BASE CLASS 5MnDOT SPEC. 22116" CONCRETE PAVEMENTMIX NO. 3F52 FOR RESIDENTIAL DRIVES8" CONCRETE PAVEMENTMIX NO. 3F52 FOR COMMERCIAL DRIVESSOD W/ 4" TOPSOIL (TYP.)GRADE TO MATCH (TYP.)GRADE TO MATCH (TYP.)2%2%1V:4H (MAX)1V:4H (MAX)1V:4H (MAX)1V:4H (MAX)VARIESR/WR/WSEE DETAIL BBACKFILL W/ SUITABLE MATERIALBACKFILL W/ SUITABLE MATERIAL6" SUBGRADE DRAIN W/GEOTEXTILE SOCKAS DIRECTED BY ENGINEER /6" SOLID PVC SUMP DRAINAS DIRECTED BY ENGINEER(SEE DETAIL GV-ST-070)TYPICAL STREET SECTION (26' STREET)℄VARIES6"(TYP.)JOINT ADHESIVE (TYP.)2%2%1V:4H (MAX)1V:4H (MAX)1V:4H (MAX)1V:4H (MAX)60'R/WR/WSEE 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) (TYP.)TYPICAL STREET SECTION (30' STREET w/ 8' SIDEWALK)ZANE AVENUE (S.A.P. 128-408-02) STA. 5+55 - 33+50℄6"(TYP.)JOINT ADHESIVE (TYP.)2V:1HSEE DETAIL CVARIES1.5%8'11SOD W/ 4" TOPSOIL (TYP.)B618 CONCRETE C&G (TYP.)3VARIES12'THRU LANEWALK8' (TYP.)VARIES 2' - 6'VARIES 6' - 10'21' CLEAR ZONEC/L PROFILE GRADETOP OF BITUMINOUS SURFACE2%2%1V:4H (MAX)1V:4H (MAX)60'R/WR/WSEE DETAIL AB618 CONCRETE C&G (TYP.)SOD W/ 4" TOPSOIL (TYP.)BACKFILL W/ SUITABLE MATERIAL (TYP.)TYPICAL STREET SECTION (30' STREET)LINDSAY STREET STA. 40+00 - 45+206"(TYP.)JOINT ADHESIVE (TYP.)VARIES18' (TYP.)VARIES 2' - 6'LINDSAY STREET STA. 45+20 - 54+201V:4H (MAX)1V:4H (MAX)VARIES8' (TYP.)VARIES 2' - 6'11.5'THRU LANE11.5'THRU LANEC/L PROFILE GRADETOP OF BITUMINOUS SURFACE12' (TYP.)VARIES 4' - 10'10' (TYP.)VARIES 4' - 6'13'13'15'33'0.67'12'THRU LANE15'3'0.67'2V:1H6" SUBGRADE DRAIN W/GEOTEXTILE SOCKAS DIRECTED BY ENGINEER /6" SOLID PVC SUMP DRAINAS DIRECTED BY ENGINEER(SEE DETAIL GV-ST-070) (TYP.)2V:1H 2V:1H℄12'THRU LANEC/L PROFILE GRADETOP OF BITUMINOUS SURFACE15'3'0.67'12'THRU LANE15'3'0.67'2V:1H 2V:1HINSTALL SILL CURB WHEN CONCRETEWALK IS AT BACK OF CURB. SEESHEET D15 FOR STANDARD DETAIL.TY1Save: 2/22/2024 3:46 PM sprall Plot: 2/26/2024 12:34 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618TY1.dwg 3/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02ZANE AVENUE AND LINDSAY STREETIMPROVEMENTSTYPICAL SECTIONSTACK COAT, MnDOT SPEC. 2357DETAIL A6" AGGREGATE BASE (CV) CLASS 5MnDOT SPEC. 2211EXISTING SUBGRADE0"-36" TYP SELECT GRANULAR BORROW(5% MOD) MnDOT SPEC. 3149.2B1-1/2" (TYPE SP 9.5) WEARING COURSEMIXTURE DESIGNATION (SPWEA440F)4" (TYPE SP 12.5) BASE COURSEMIXTURE DESIGNATION (SPNWB230C)DETAIL C4" AGGREGATE BASE (CV) CLASS 56" AT PEDESTRIAN RAMPS & DRIVEWAYS(MnDOT SPEC. 2211)4" CONCRETE WALK6" AT PEDESTRIAN RAMPS AND RESIDENTIAL DRIVEWAYS8" AT COMMERCIAL DRIVEWAYS123' CLEAR ZONEEXCAVATION 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, SELECT GRANULAR BORROWAND GEOTEXTILE FABRIC TYPE V.ZANE AVE. N (STA 17+00 TO STA 19+00) TO HAVEVARYING CROSS SLOPE TO MATCH RAILROAD. SEEGRADING PLAN SHEET G2.TACK COAT, MnDOT SPEC. 2357DETAIL B6" AGGREGATE BASE (CV) CLASS 5MnDOT SPEC. 2211EXISTING SUBGRADE11-1/2" (TYPE SP 9.5) WEARING COURSEMIXTURE DESIGNATION (SPWEA440F)3" (TYPE SP 12.5) BASE COURSEMIXTURE DESIGNATION (SPNWB230C)TACK COAT, MnDOT SPEC. 23572" (TYPE SP 9.5) WEARING COURSEMIXTURE DESIGNATION (SPWEA440F)0"-36" TYP SELECT GRANULAR BORROW(5% MOD) MnDOT SPEC. 3149.2B13LINDSAY STREET ROAD WIDTH TRANSITIONS FROM 30'F-F TO 26' F-F BETWEEN STA 45+20 TO STA 46+40444455 STATION=32+86.57OFFSET=15.67 RTOC=879.78STATION=33+30.79OFFSET=63.12 RTOC=881.72STATION=33+40.95OFFSET=56.91 LTOC=879.75STATION=33+10.19OFFSET=17.76 LTOC=880.26STATION=32+86.57OFFSET=60.00 RSTATION=32+96.73OFFSET=60.00 LSTATION=32+96.73OFFSET=15.00 LGUTTER=879.50R=44.33'L=72.76'R=44.33'L=52.87'00+3300+342.10%1.50%1.5 0 %STATION=33+24.36OFFSET=25.33 LTOC=880.56 HP36.72'16.15'STATION=33+25.07OFFSET=38.02 RTOC=880.99STATION=33+17.33OFFSET=27.16 RGUTTER=880.2813. 2 7 '2.72%26.12 ' 2.65% 33.37'880.60880.38STATION=33+61.25OFFSET=50.40 RTOC=881.62STATION=33+63.39OFFSET=23.99 RTOC=881.32STATION=5+63.73OFFSET=70.64 LTOC=907.79 (MATCH EX.)STATION=5+63.66OFFSET=65.72 LTOC=907.82STATION=6+12.99OFFSET=15.67 LTOC=908.31STATION=6+11.45OFFSET=15.67 RTOC=908.31STATION=5+62.16OFFSET=62.89 RTOC=910.05 (MATCH EX.)STATION=6+11.45OFFSET=65.00 RSTATION=6+12.99OFFSET=65.00 LR=49.33'L=75.38'R=49.33'L=78.21'STATION=5+81.60OFFSET=26.93 LTOC=908.24STATION=5+72.16OFFSET=37.31 LTOC=908.11STATION=5+81.81OFFSET=25.57 RTOC=908.77STATION=5+71.91OFFSET=35.50 RTOC=909.043.27%29.50'1.50%14.08'1.40%31.80'1.00%12.04'0.90%66.17'0.50%00+5 00+6 STATION=6+01.06OFFSET=17.13 LTOC=908.450.64%2.31%908.43908.15STATION=23+57.50OFFSET=15.71 RTOC=870.72STATION=23+57.02OFFSET=54.99 RSTATION=24+51.52OFFSET=56.25 RSTATION=40+61.69OFFSET=15.67 RTOC=871.18STATION=40+42.72OFFSET=15.67 LTOC=870.86ST STATION=24+76.69OFFSET=15.67 RTOC=871.35STATION=23+51.91OFFSET=15.67 RTOC=870.70STATION=23+54.99OFFSET=0.00CL=870.69LOW POINT00+24 00+2500+4000+410.67%0.50%STATION=24+48.41OFFSET=17.07 RTOC=871.18STATION=40+38.93OFFSET=22.92 RTOC=870.92STATION=24+10.99OFFSET=13.50 RELEV=870.750.50%1.00%1.00%STATION=23+84.26OFFSET=13.50 RELEV=870.54STATION=24+28.59OFFSET=13.50 RELEV=870.76STATION=40+61.69OFFSET=15.67 LTOC=871.181.00%0.82%0.80%3.00%0.67%1.70%2.00%3.00%2.00%2.00%870.85870.64R=39.33'L=45.15'0.66%0.66%0.50%37.91'24.27'STATION=53+88.99OFFSET=13.67 RTOC=885.04STATION=54+08.32OFFSET=32.67 RTOC=885.83STATION=54+08.48OFFSET=42.20 RTOC=886.13STATION=53+84.44OFFSET=13.67 LTOC=885.01STATION=54+03.86OFFSET=32.71 LTOC=884.76STATION=54+03.93OFFSET=36.85 LTOC=884.63STATION=53+84.44OFFSET=33.00 LSTATION=53+88.99OFFSET=33.00 RR=19.33'L=30.04'R=19.33'L=30.13'00+5300+5446.27+541.00%1.00%2.30%STATION=53+88.43OFFSET=14.06 LTOC=885.05 HP4.00' 26.13'ID1Save: 1/25/2024 12:32 PM sprall Plot: 2/26/2024 12:35 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618ID1.dwg 3/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.0feetscale20402010103Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02NOTES: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.ZANE AVENUEOLSON MEMORIAL HWY. SERVICE ROADZANE AVENUEZANE AVENUELINDSAY STREETLINDSAY STREETGOLDEN VALLEY ROADLILAC DRIVE N.ZANE AVENUE AND LINDSAY STREETIMPROVEMENTSINTERSECTION DETAILS456 00+11 00+12OUTFALL STATION=11+10.26OFFSET=15.67 RTOC=897.71STA=11+26.74OFF=23.67 RGUT=897.05STATION=11+32.01OFFSET=50.90 RTOC=896.24 (MATCH EX.)STA=11+10.26OFF=35.00 RR=19.33' B/CL=18.73'STA=10+98.35OFF=44.14 RR=34.33' B/CL=28.27'R19.33R34.330.73%18.73'4.60%28.27'STA=11+69.46OFF=34.69 RTOC=896.38 (MATCH EX.)STA=11+88.96OFF=35.00 RR=19.33' B/CL=27.51'STA.=11+89.46OFF.=15.67 RTOC=896.082.85%18.26'STA=11+72.48OFF=23.67 RGUT=896.101.86%11.81'896.57STA=10+64.03OFF=15.67 LTOC=898.79STA=10+64.03OFF=35.00 LR=19.33' B/CL=27.66'STA=10+83.17OFF=32.30 LTOC=899.07 (HP)STA=10+86.77OFF=61.73 LTOC=897.69(MATCH EX.)STA=10+86.59OFF=56.52 LTOC=897.93STA=11+13.91OFF=38.77 LTOC=898.82(MATCH EX.)STA=11+16.61OFF=30.38 LTOC=898.37STA=11+22.75OFF=20.19 LTOC=897.77STA=11+30.75OFF=25.00 LR=9.33' B/CL=18.46'1.00%4.65%24.46'4.65%5.23'STA=11+30.75OFF=15.67 LTOC=897.295.03%9.60'5.03%11.90'5.03%8.89'R19.33R24.47STA=11+38.33OFF=19.56 LTOC=897.38 (HP)STA=11+44.47OFF=28.14 LTOC=896.65STA=11+48.07OFF=38.55 LTOC=895.88 (MATCH EX.)STA=11+78.41OFF=54.54 LTOC=892.93(MATCH EX.)1.00%8.86'6.91%10.55'6.91%11.17'R19.33STA=12+05.65OFF=15.67 LTOC=895.75STA=12+10.20OFF=51.11 LR=36.33'L=32.67'STA=11+89.07OFF=44.96 LR=14.33' B/CL=14.50'STA=11+75.31OFF=40.96 LTOC=893.821.50%1.50%1.50%R36.33R14.33STA=11+96.43OFF=17.48 LTOC=895.84 (HP)STA=12+05.65OFF=40.00 LR=24.33' B/CL=9.45'R24.331.00%6.17%6.17%27.66'9.45'32.67'14.50'00+17 18 1.50%1.50%STA=16+72.50OFF=15.67 RTOC=881.75STA=16+72.50OFF=30.00 RR=14.33' B/CL=15.95'STA=16+86.09OFF=23.67 RGUT.=880.96STA=17+41.70OFF=15.67 RTOC=879.36STA=17+28.11OFF=23.67 RGUT.=879.48STA=17+41.70OFF=30.00 RR=14.33' B/CL=15.95'STA=17+31.34OFF=33.77 RBIT.=880.40 (MATCH EX.)STA=16+88.41OFF=33.70 RBIT.=881.30 (MATCH EX.)1.50%3.86%8.80'1.50%OUTFALL1. 8 2 % 1 5 . 9 5 '3.89%15.95'7.62%12.07'STA=17+02.69OFF=15.67 LTOC=880.70STA=17+02.69OFF=40.00 LR=24.33' B/CL=35.14'STA=17+26.83OFF=36.93 LTOC=882.51STA=17+27.69OFF=43.73 LTOC=882.86(MATCH EX.)5.14%6.85'5.14%35.14'STA=17+77.79OFF=15.67 LTOC=878.50STA=17+73.21OFF=16.87 LTOC=878.96STA=17+60.91OFF=25.08 LTOC=880.40STA=17+53.51OFF=41.54 LTOC=882.23STA=17+53.65OFF=43.77 LTOC=882.45 (MATCH EX.)STA=17+72.80OFF=40.32 LR=19.33' B/CL=18.78'STA=18+22.03OFF=103.38 LR=99.33' B/CL=14.80'STA=17+77.79OFF=25.00 LR=9.33' B/CL=4.80'9.73%2.23'9.73%18.78 ' 9. 7 3 % 14 . 8 0 ' 9.7 3 % 4.8 0 '880.22ID2Save: 2/23/2024 7:50 AM sprall Plot: 2/26/2024 12:36 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618ID2_Driveways.dwg 3/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.0feetscale20402010103Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02NOTES: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.ZANE AVENUE ZANE AND LINDSAY IMPROVEMENTSDRIVEWAY DETAILS457 00+191.50%1.50%1.50%1.50%STA=18+68.24OFF=15.67 RTOC=877.69STA=18+78.15OFF=23.67 RGUT.=877.22STA=18+68.24OFF=25.00 RR=9.33' B/CL=13.32'STA=18+78.24OFF=63.11 RBIT.=878.01 (MATCH EX.)STA=19+47.68OFF=15.67 RTOC=875.66STA=19+34.08OFF=23.67 RGUT.=875.77STA=19+32.68OFF=30.00 RBIT.=876.12STA=19+47.68OFF=30.00 RR=14.33'L=15.95'STA=19+32.68OFF=65.47 RBIT.=878.01(MATCH EX.)STA=18+78.24OFF=25.00 RBIT.=877.25876.602.00%38.11'2.00%1.34'OUTFALL5.33%35.47'5.33%6.54'0.23%13.32'3.82%15.95'00+21 STA=20+41.50OFF=15.67 RTOC=873.36STA=20+41.50OFF=25.00 RR=9.33' B/CL=13.32'STA=20+51.41OFF=23.67 RGUT.=872.91STA=20+51.50OFF=25.00 RBIT.=873.06STA=20+51.50OFF=40.00 RBIT.=874.52(MATCH EX.)STA=20+71.86OFF=40.00 RBIT.=874.30(MATCH EX.)STA=20+71.86OFF=25.00 RBIT.=872.86STA=20+71.95OFF=23.67 RGUT=872.71STA=20+81.86OFF=15.67 RTOC=872.94STA=20+81.86OFF=25.00 RR=9.33' B/CL=13.32'1.50%1.50%1.50%872.8110.97%13.33'10.84%13.33'10.97%1.34'10.84%1.34'0. 3 8%OUTFALLSTA=20+79.55OFF=15.68 LTOC=872.96STA=20+79.55OFF=35.01 LR=19.33' B/CL=26.39'STA=20+98.48OFF=31.06 LTOC=873.52STA=21+00.87OFF=42.52 LTOC=873.77STA=20+52.58OFF=52.61 LR=49.33' B/CL=29.56'STA=20+98.15OFF=71.52 LTOC=874.60(MATCH EX.)STA=21+59.70OFF=15.67 LTOC=872.27STA=21+52.62OFF=17.54 LTOC=872.53STA=21+34.24OFF=41.63 LTOC=873.65(MATCH EX.)STA=21+72.06OFF=51.73 LR=39.33' B/CL=31.19'3 . 5 9% 3 1 . 1 9 ' 3.59 % 7.41'2.11%11.71'2.11%26.39'2.11%39.56'STA=21+38.98OFF=15.67 RTOC=872.45STA=21+47.89OFF=17.84 R0" CURB=871.96STA=21+62.67OFF=31.21 RSTA=21+65.52OFF=45.21 RSTA=21+46.49OFF=41.79 RR=19.33' B/CL=14.64'STA=21+38.98OFF=35.00 RR=19.33' B/CL=9.26'STA=21+57.22OFF=23.67 RGUT=871.973.51%11.28'3.51%14.64'3 . 5 1% 9 . 9 3 '1.50%1.50%OUTFALL1 3 . 3 2 '2.03%13.32'0. 1 0 % 1 0 . 2 1 ' 0.1 1 % 9.2 6 'STA=21+59.70OFF=30.00 LR=14.33' B/CL=7.41'ID3Save: 2/23/2024 7:50 AM sprall Plot: 2/26/2024 12:36 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618ID2_Driveways.dwg 3/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.0feetscale20402010103Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02NOTES: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.ZANE AVENUE ZANE AND LINDSAY IMPROVEMENTSDRIVEWAY DETAILS458 00+22 00+23STA=21+59.70OFF=15.67 LTOC=872.27STA=21+52.62OFF=17.54 LTOC=872.53STA=21+34.24OFF=41.63 LTOC=873.65(MATCH EX.)STA=21+72.06OFF=51.73 LR=39.33' B/CL=31.19'3.59%31.19'3.59%7.41'STA=21+38.98OFF=15.67 RTOC=872.45STA=21+47.89OFF=17.84 R0" CURB=871.96STA=21+62.67OFF=31.21 RSTA=21+65.52OFF=45.21 RSTA=21+63.52OFF=56.31 RTOC=873.73(MATCH EX.)STA=21+46.49OFF=41.79 RR=19.33' B/CL=14.64'STA=21+29.76OFF=52.75 RR=39.33' B/CL=20.14'STA=21+38.98OFF=35.00 RR=19.33' B/CL=9.26'STA=21+57.22OFF=23.67 RGUT=871.973.51%11.28'3.51%14.64'3.51%9.93'1.50%1.50%1.50%871.77STA=21+90.94OFF=56.31 RTOC=873.33(MATCH EX.)STA=22+04.53OFF=23.67 RGUT.=871.56STA=22+21.02OFF=15.67 RTOC=871.74STA=22+78.22OFF=75.34 RR=89.33' B/CL=35.69'STA=22+21.02OFF=35.00 RR=19.33' B/CL=18.50'3.56%35.69'1.73%18.50'STA=22+22.16OFF=15.67 LTOC=871.73STA=22+41.53OFF=39.43 LTOC=872.37STA=22+40.89OFF=60.38 LTOC=872.88STA=22+39.65OFF=66.63 LTOC=873.03(MATCH EX.)STA=22+21.57OFF=59.78 LR=19.33' B/CL=6.41'STA=22+17.21OFF=38.69 LR=24.33' B/CL=26.37'STA=22+75.77OFF=35.00 LTOC=871.77STA=22+73.33OFF=46.63 LTOC=872.02STA=22+72.34OFF=54.08 LTOC=872.18(MATCH EX.)STA=23+22.26OFF=56.91 LR=49.33' B/CL=7.52'STA=22+99.59OFF=40.00 LR=24.33' B/CL=33.19'2.42%6.41'2.42%20.95'2.42%26.37'STA=22+99.59OFF=15.67 LTOC=871.062.13%7.52'2.13%11.89'2.13%33.19'OUTFALL0.10%10.21'0.11%9.26'STA=21+59.70OFF=30.00 LR=14.33' B/CL=7.41'00+2500+2600+400.50%1.00%1.00%STA=24+32.90OFF=15.67 LTOC=871.13STA=24+40.84OFF=22.82 LTOC=871.63STA=24+41.19OFF=31.32 LTOC=872.00STA=24+32.90OFF=23.00 LR=7.33' B/CL=11.44'STA=24+87.27OFF=30.00 LTOC=872.34STA=25+01.61OFF=15.67 LTOC=871.48STA=25+01.61OFF=30.00 LR=14.33' B/CL=22.51'4.36%8.50'4.36%11.44'3.82 % 22.51 'STA=25+07.42OFF=15.67 RTOC=871.51STA=25+23.90OFF=23.67 RGUT.=871.27STA=25+07.42OFF=35.00 RR=19.33' B/CL=18.26'STA=25+34.76OFF=59.59 RBIT.=873.33(MATCH EX.)STA=25+32.67OFF=45.42 RBIT=872.55STA=24+83.21OFF=52.73 RR=50.00'L=23.68'5.42%14.32 ' 5. 4 2% 2 3 . 6 8 ' 1.42 % 18.2 6 '1.50%1.50%1.50%STA=25+55.80OFF=59.59 RBIT.=872.70(MATCH EX.)STA=25+57.77OFF=29.03 RBIT.=871.63STA=25+59.14OFF=23.67 RGUT.=871.44STA=25+72.74OFF=15.67 RTOC=871.83STA=25+72.74OFF=30.00 RR=14.33' B/CL=15.95'3.48%30.62 '3.48%5.57'0.69%15.95'871.36STA=25+40.92OFF=15.67 LTOC=871.67STA=25+50.26OFF=25.00 LTOC=872.01STA=25+40.92OFF=25.00 LR=9.33' B/CL=14.66'STA=25+93.19OFF=34.78 LTOC=872.86(MATCH EX.)STA=25+92.88OFF=25.22 LTOC=972.52STA=26+02.21OFF=15.67 LTOC=871.98STA=26+02.21OFF=25.00 LR=9.33' B/CL=14.88STA=25+50.92OFF=49.73 LBIT.=872.59(MATCH EX.)2.34%24.73 '2.34%14.66'3.60%9.56 ' 3.6 0 % 14. 8 8 '1.50%STA=25+80.50OFF=15.67 RTOC=871.87STA=25+80.50OFF=25.00 RR=9.33' B/CL=14.08'STA=25+90.41OFF=23.67 RGUT.=871.60OFF=23.67 RGUT.=871.754.48%11.17 ' 1.78 % 14.0 8 'ID4Save: 2/23/2024 7:50 AM sprall Plot: 2/26/2024 12:36 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618ID2_Driveways.dwg 3/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.0feetscale20402010103Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02NOTES: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.ZANE AVENUE ZANE AND LINDSAY IMPROVEMENTSDRIVEWAY DETAILS459 00+2600+271.50%STA=25+57.77OFF=29.03 RSTA=25+59.14OFF=23.67 RGUT.=871.44STA=25+72.74OFF=15.67 RSTA=25+72.74OFF=30.00 RR=14.33' B/CL=15.95'3.48%30.62 '3.48%5.57'0.69%15.95'STA=25+93.19STA=25+92.88OFF=25.22 LTOC=972.52STA=26+02.21OFF=15.67 LTOC=871.98STA=26+02.21OFF=25.00 LR=9.33' B/CL=14.883.60%9.56'3.60%14.88'STA=26+20.84OFF=15.67 LTOC=872.07STA=26+30.17OFF=24.93 LTOC=872.49STA=26+30.09OFF=34.65 LTOC=872.77(MATCH EX.)STA=26+20.84OFF=25.00 LR=9.33' B/CL=14.59'STA=26+50.88OFF=34.75 LTOC=872.95(MATCH EX.)STA=26+50.89OFF=25.02 LTOC=872.68STA=26+60.23OFF=15.67 LTOC=872.27STA=26+60.23OFF=25.00 LR=9.33' B/CL=14.68'2.88%9.72'2.79%9.73'2.88%14.59'2.79%14.68'1.50%1.50%1.50%1.50%1.50%STA=25+80.50OFF=15.67 RTOC=871.87STA=25+80.50OFF=25.00 RR=9.33' B/CL=14.08'STA=25+90.41OFF=23.67 RGUT.=871.60STA=25+89.82OFF=24.42 RTOC=872.12STA=25+90.51OFF=35.57 RTOC=872.62(MATCH EX.)STA=26+29.65OFF=15.67 RTOC=872.12STA=26+20.31OFF=24.90 RTOC=872.30STA=26+19.74OFF=23.67 RGUT.=871.75STA=26+20.21OFF=34.99 RTOC=872.73(MATCH EX.)STA=26+29.65OFF=25.00 RR=9.33' B/CL=14.56'4.24%10.09 '1.24%14.56'4.48%11.17 ' 1.78 % 14.0 8 '871.68STA=26+77.66OFF=15.67 RTOC=872.36STA=26+77.66OFF=30.00 RR=14.33' B/CL=15.95'STA=26+91.26OFF=23.67 RGUT.=872.10STA=27+30.07OFF=23.67 RGUT.=872.30STA=27+43.67OFF=30.00 RR=14.33' B/CL=15.95'0.50%15.00'0.50%11.21'1.50%15.95'3.77%11.21'0.69%15.95'STA=26+92.66OFF=60.67 RBIT.=872.50(MATCH EX.)STA=26+92.65OFF=34.67 RBIT.=872.18STA=26+92.66OFF=49.67 RBIT.=872.26STA=27+28.66OFF=34.67 RBIT.=872.72STA=27+28.66OFF=49.67 RBIT.=872.81STA=27+28.66OFF=60.67 RBIT.=872.87(MATCH EX.)1.40%1.40%2.25%11.00 '0.58%15.00'0.50%11.00'STA=27+43.67OFF=15.67 RTOC=872.69872.21872.44872.51871.93872.011.00%872.55872.621.80%1.40%1.40%1.90%00+2900+30STA=29+60.79OFF=15.67 LTOC=873.77STA=29+60.79OFF=35.00 LR=19.33' B/CL=30.48'STA=29+80.12OFF=35.11 LTOC=873.10STA=29+80.06OFF=44.85 LTOC=872.88(MATCH EX.)STA=30+21.79OFF=44.94 LTOC=872.97(MATCH EX.)STA=30+38.91OFF=15.67 LTOC=874.18STA=30+38.91OFF=35.00 LR=19.33' B/CL=30.82'STA=30+19.58OFF=35.45 LTOC=873.23STA=30+45.88OFF=34.13 LR=26.41' B/CL=8.46'3.08 % 30.8 2 '3.08%8.46'2.21%30.48'2.21%9.73 'STA=29+24.73OFF=15.67 RTOC=873.59STA=29+41.21OFF=23.67 RGUT.=873.35STA=29+43.96OFF=32.98 RTOC=873.99STA=30+01.33OFF=15.67 RTOC=873.98STA=29+84.85OFF=23.67 RGUT.=873.67STA=29+82.10OFF=32.98 RTOC=873.99STA=29+78.71OFF=65.20 RTOC=875.51(MATCH EX.)STA=30+01.33OFF=35.00 RR=19.33' B/CL=28.34'STA=29+24.73OFF=35.00 RR=19.33' B/CL=28.34'1.50%1.50%1.50%1.75%9.62'0.48%18.72'OUTFALL7.00%16.67' 1 . 3 7% 9 . 6 2 ' 1.39 % 18.72 'STA=30+67.92OFF=30.00 LR=14.33' B/CL=20.59'874.32STA=29+45.60OFF=48.95 RTOC=874.40STA=29+80.65OFF=49.14 RTOC=873.402.50%16.16 '2.50%16.33'874.15873.992.50%1.25%2.50%1.25%1.00%5.65%873.47STA=29+47.47OFF=65.51 RTOC=875.39(MATCH EX.)6.00%16.72 '1.00%ID5Save: 2/23/2024 7:50 AM sprall Plot: 2/26/2024 12:36 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618ID2_Driveways.dwg 3/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.0feetscale20402010103Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02NOTES: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.ZANE AND LINDSAY IMPROVEMENTSDRIVEWAY DETAILSZANE AVENUEZANE AVENUEGRADE AREA BEYOND EDGE OFBITUMINOUS TO ALLOW WATER TO DRAINOFF DRIVEWAY AND INTO AREA DRAINPROTECT EXISTING V-CURB460 00+3100+32STA=30+67.92OFF=15.67 LTOC=874.46STA=30+82.12OFF=28.08 LTOC=874.60(MATCH EX.)STA=30+67.92OFF=30.00 LR=14.33' B/CL=20.59'STA=31+83.03OFF=27.99 LBIT.=876.20(MATCH EX.)STA=31+83.79OFF=24.74 LTOC=876.85STA=31+93.12OFF=15.67 LTOC=877.18STA=31+93.12OFF=25.00 LR=9.33' B/CL=14.40'2.29%14.40'0.68%20.59'STA=31+03.68OFF=15.67 RTOC=874.99STA=31+03.68OFF=35.00 RR=19.33' B/CL=18.26'STA=31+20.16OFF=23.67 RGUT.=874.99STA=31+27.16OFF=53.16 RBIT.=876.50(MATCH EX.)STA=30+77.31OFF=49.29 RR=50.00'L=28.71'STA=31+21.27OFF=25.47 RBIT.=875.09STA=31+81.82OFF=15.67 RTOC=876.86STA=31+65.34OFF=23.67 RGUT.=876.07STA=31+81.82OFF=35.00 RR=19.33'L=18.26'STA=31+56.86OFF=53.00 RBIT.=877.18(MATCH EX.)STA=32+06.86OFF=51.52 RR=50.00'L=29.83'3.72%29.83'4.90%28.71'4.90%2.12'1.50%1.50%1.50%875.482.74%18.26'1.59%18.26'OUTFALL1.50%00+42STA=41+71.45OFF=15.67 LTOC=871.95STA=41+95.78OFF=39.77 LTOC=873.00STA=41+71.45OFF=40.00 LR=24.33'L=37.99'STA=42+53.05OFF=15.67 LTOC=872.49STA=42+53.05OFF=40.00 LR=24.33' B/CL=35.12'STA=42+28.91OFF=36.90 LTOC=873.03STA=41+96.69OFF=64.85 LBIT.=873.19(MATCH EX.)1.54%35.12'2. 7 6% 3 7 . 9 9 ' 2.76% 25.09'STA=42+87.04OFF=21.00 R00+43STA=42+32.15OFF=15.67 RTOC=872.35STA=42+51.48OFF=35.00 RTOC=873.25STA=42+32.15OFF=35.00 RR=19.33' B/CL=30.37'STA=42+52.15OFF=65.97 RBIT.=873.22(MATCH EX.)STA=42+92.38OFF=15.67 RTOC=872.79STA=42+87.04OFF=21.00 RTOC=873.18STA=42+87.04OFF=25.09 RTOC=873.37STA=43+06.36OFF=26.85 RTOC=873.37STA=42+87.96OFF=34.88 RBIT.=873.32(MATCH EX.)STA=43+08.77OFF=34.52 RBIT.=873.11(MATCH EX.)STA=42+92.38OFF=21.00 RR=5.33' B/CL=8.38'STA=42+92.38OFF=30.00 RR=14.33' B/CL=19.34'STA=43+47.12OFF=25.00 RTOC=873.50STA=43+56.45OFF=25.00 RR=9.33' B/CL=14.66'STA=43+56.45OFF=15.67 RTOC=873.18STA=43+47.12OFF=64.51 RBIT.=873.48(MATCH EX.)1.21% 39.51'2 . 1 8% 1 4 . 6 6 '3.01%7.87'3.01%19.34'4.62% 4.09'4.62%8.38'4.62% 9.81'1.52%30.97'2.96%30.37'ID6Save: 2/23/2024 7:50 AM sprall Plot: 2/26/2024 12:36 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618ID2_Driveways.dwg 3/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.0feetscale20402010103Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02NOTES: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.ZANE AND LINDSAY IMPROVEMENTSDRIVEWAY DETAILSZANE AVENUELINDSAY STREETLINDSAY STREET461 ZANE AVENUEOLSON MEMORIAL HWY. SERVICE ROAD00+6PED RAMP 1PED RAMP 2ABLUCE LINE TRAILZANE AVENUE ST ST 00+18PED RAMP 5PED RAMP 6PED RAMP 7PED RAMP 817.00'FROMTRACKCENTER2.00'17.00'FROMTRACKCENTER2.00'4.50'EFGH00+14 ZANE AVENUEPED RAMP 3PED RAMP 4DCPR1Save: 1/25/2024 12:35 PM sprall Plot: 2/26/2024 12:37 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618PR1.dwg 3/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.0feetscale1020105103Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02ZANE AVENUE AND LINDSAY STREETIMPROVEMENTSPEDESTRIAN RAMP DETAILS 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).PEDRAMP #POINT #STA.OFF.ELEV.CURB HT.PAR WIDTHALONG BACK OFCURBCOMMENTS1A5+76.5131.78 LT907.870"8'CENTERLINE OF PAR AT BACK OF CURB2B5+76.5530.24 RT908.380"8'CENTERLINE OF PAR AT BACK OF CURB3C14+18.2115.67 LT889.410"6'CENTERLINE OF PAR AT BACK OF CURB4D14+18.2115.67 RT889.410"6'CENTERLINE OF PAR AT BACK OF CURB5E17+88.5415.67 LT877.840"11'CENTERLINE OF PAR AT BACK OF CURB6F17+85.3915.67 RT877.870"11'CENTERLINE OF PAR AT BACK OF CURB7G18+04.8428.01 RT877.740"6'CENTERLINE OF PAR AT TRACK SIDE OF DOMES8H18+38.4233.31 RT877.710"6'CENTERLINE OF PAR AT TRACK SIDE OF DOMES11444423LUCELINETRAILLUCELINETRAILBIT.BIT.11222211111225462 ZANE AVENUEGOLDEN VALLEY ROAD00+34PED RAMP 11PED RAMP 12KLZANE AVENUELINDSAY STREET00+24 00+4000+41PED RAMP 9PED RAMP 10IJPR2Save: 1/25/2024 12:35 PM sprall Plot: 2/26/2024 12:37 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618PR1.dwg 3/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.0feetscale1020105103Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02ZANE AVENUE AND LINDSAY STREETIMPROVEMENTSPEDESTRIAN RAMP DETAILS 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).PEDRAMP #POINT #STA.OFF.ELEV.CURB HT.PAR WIDTHALONG BACK OFCURBCOMMENTS9I23+76.6322.70 RT870.340"11'CENTERLINE OF PAR AT BACK OF CURB10J24+33.2422.76 RT870.560"11'CENTERLINE OF PAR AT BACK OF CURB11533+22.3633.63 RT880.410"9'CENTERLINE OF PAR AT BACK OF CURB12L33+62.2037.19 RT881.030"6'CENTERLINE OF PAR AT BACK OF CURB444132212221463 Save: 2/23/2024 10:18 AM sprall Plot: 2/26/2024 12:38 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618SS1.dwgRev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02SS13/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103SIGNING AND STRIPINGTITLE SHEETZANE AVENUE AND LINDSAY STREETIMPROVEMENTSS - SOLIDB - BROKENK - DOUBLE BROKENH - DOUBLE DOTTED___PERMANENT PAVEMENT MARKING PLANSIGNING AND PERMANENTPAVEMENT MARKING PLAN INDEXPERMANENT PAVEMENT MARKING TITLE SHEETPERMANENT PAVEMENT MARKING TABULATIONSSIGNING AND STRIPING PLANSSS5-SS9DETAILSSS1SS1______STRIPING KEYSYMBOLS & MATERIALS LEGEND2ND DIGITPATTERNW - WHITEY - YELLOWB - BLACK3RD DIGITCOLOR1ST DIGITWIDTH4", 8", ETC.SS3-SS4CIRCLE-MULTI COMPGENERAL INFORMATION:3. DO NOT APPLY THE PAVEMENT MARKINGS WHEN WEATHER AND OTHER CONDITIONS CAUSE A FILM OF DUST OR DEBRIS TO BE DEPOSITED ON THE PAVEMENT SURFACE AFTERCLEANING AND BEFORE THE MARKING MATERIAL IS APPLIED.4. THE FILLING OF TANKS, POURING OF MATERIALS OR CLEANING OF EQUIPMENT SHALL NOT BE PERFORMED ON UNPROTECTED PAVEMENT SURFACES UNLESS ADEQUATEPROVISIONS ARE MADE TO PREVENT SPILLAGE OF MATERIAL.D - DOUBLE SOLIDT - DOTTED1. SEE 2582 IN THE SPECIAL PROVISIONS FOR PAVEMENT MARKING SPOTTING RESPONSIBILITIES.2. EDGE LINES AND LANE LINES ARE TO BE BROKEN ONLY AT INTERSECTIONS WITH PUBLIC ROADS, AND AT PRIVATE ENTRANCES IF THEY ARE CONTROLLED BY AN AGENCYPLACED YIELD SIGN, STOP SIGN OR TRAFFIC SIGNAL. THE BREAK POINT IS TO BE AT THE START OF THE MAINLINE RADIUS.C=CONTRASTW=WET REFLECTIVEE=ENHANCED SKID RESISTANCEG=GROUND INEXAMPLE:4SWGCW4" SOLID LINE WHITE PREF THERMOGROUND IN, CONTRAST, WET REFLECTIVEBROKEN LINE - 50' CYCLE(10' LINE, 40' GAP)CROSSWALK BLOCK (MULTI COMP)RRPAVEMENT MESSAGE (RAILROAD CROSSING) -PREFORM THERMOPLASTIC GROUND INNOTES & GUIDELINESPERMANENT SIGNING SUMMARYTABSHEETNOITEM NOITEMUNITS.A.P. 128-408-002SIGNINGQUANTITIESNON-PARTICIPATINGSIGNINGQUANTITIESTOTALSIGNINGQUANTITIESST-ASS3-SS42104REMOVE SIGNEACH36541ST-ASS3-SS42104SALVAGE SIGNEACH55ST-BSS3-SS42104SALVAGE SIGN TYPE SPECIALEACH246ST-ASS3-SS42564INSTALL SIGNEACH55ST-BSS3-SS42564INSTALL SIGN TYPE SPECIALEACH22ST-ASS3-SS42564SIGN TYPE CSQ FT201.9078.25280.15ST-BSS3-SS42564SIGN TYPE SPECIALSQ FT33.0029.0062.00PERMANENT PAVEMENT MARKING SUMMARYITEMNOITEMUNITTOTALQUANTITIESS.A.P. 128-408-002 (ZANE AVENUE)QUANTITIESNON-PARTICIPATING (LINDSAY STREET)QUANTITIESTOTALYELLOWWHITETOTALYELLOWWHITE25824" SOLID LINE MULTI COMP (WR)LF40040040025824" BROKEN LINE MULTI COMP (WR)LF550550550258224" SOLID LINE MULTI COMP (WR)LF12211011012122582CROSSWALK MULTI COMP (WR)SF7447447442582PAVT MSSG MULTI COMP (WR)SF124124124464 SIGN AND DELINEATOR / MARKERST-ASIGNNUMBERSTATIONOFFSETPANELSUPPORTREMOVESIGN TYPE CSIGNPANELSTYPE CSALVAGESIGN TYPECINSTALLSIGN TYPECPANELCODELEGENDSIZE(W x H)MOUNTINGHEIGHTTYPERISER POSTSIZENUMBER OFPOSTSINCHESFEETINCHESEACHSQ FTEACHEACHS.A.P. 128-408-002 (ZANE AVENUE)(5)S-15+85.9627.36 LTR1-1STOP30x307SQ-SOIL2116.25S-27+40.0018.67 LTR8-3NO PARKING24x247SQ-SOIL214.00S-37+40.0026.67 RTR2-1SPEED LIMIT 3024x307SQ-SOIL215.00R8-3NO PARKING24x244.00S-49+55.0018.67 RTR8-3NO PARKING24x247SQ-SOIL214.00S-59+55.0026.67 RTR8-3NO PARKING24x247SQ-SOIL214.00S-610+33.0030.41 RTSTOP AHEAD1(1)S-711+75.0026.67 RTR1-1STOP18x185SQ-SOIL2111S-812+45.0026.67 RTR8-3NO PARKING24x247SQ-SOIL214.00S-912+45.0018.67 LTR8-3NO PARKING24x247SQ-SOIL214.00S-1012+91.0026.67 RTW11-2PEDESTRIAN CROSSING30x307SQ-SOIL2116.25W16-9PAHEAD PLAQUE24x122.00S-1114+11.0026.67 RTW11-2PEDESTRIAN CROSSING30x307SQ-SOIL2116.25W16-7PLDOWN ARROW LEFT PLAQUE24x122.00S-1214+25.0018.67 LTW11-2PEDESTRIAN CROSSING30x307SQ-SOIL2116.25W16-7PLDOWN ARROW LEFT PLAQUE24x122.00S-1315+45.0018.67 LTW11-2PEDESTRIAN CROSSING30x307SQ-SOIL2116.25W16-9PAHEAD PLAQUE24x122.00S-1415+45.0026.67 RTW11-15COMBINED BICYCLE/PEDESTRIAN CROSSING30x307SQ-SOIL2116.25D11-1BIKE ROUTE24x183.00S-1516+23.0026.67 RTW10-1RR ADVANCE WARNING36DIA7SQ-SOIL2217.07S-1616+47.0018.67 LTR8-3NO PARKING24x247SQ-SOIL2114.00S-1716+49.0024.02 RTEQUIPMENT CROSSING1S-1817+66.0030.32 RTW11-15COMBINED BICYCLE/PEDESTRIAN CROSSING30x307SQ-SOIL2116.25W16-7PLDOWN ARROW LEFT PLAQUE24x122.00S-1917+76.0031.37 RTR5-3NO MOTOR VEHICLES24x245SQ-SOIL2111S-2017+81.0025.73 LTR1-1STOP18x185SQ-SOIL2111S-2117+87.0081.86 RTW10-2RRR PARALLEL TRACKS RIGHTINTERSECTION18x185SQ-SOIL212.25S-2217+93.0032.29 RTR1-1STOP18x185SQ-SOIL2111S-2317+97.0025.36 LTR5-3NO MOTOR VEHICLES24x245SQ-SOIL2111S-2418+02.0021.02 LTEQUIPMENT CROSSING1S-2518+06.0019.67 LTW11-15COMBINED BICYCLE/PEDESTRIAN CROSSING30x307SQ-SOIL2116.25W16-7PLDOWN ARROW LEFT PLAQUE24x122.00S-2618+06.0033.26 RTR15-1GRADE CROSSING (CROSSBUCK)24x4.55SQ-SOIL210.75R1-1STOP18x182.25R15-8LOOK18x91.13S-2718+07.0074.51 LTW10-2LRR PARALLEL TRACKS LEFT INTERSECTION18x185SQ-SOIL212.25(3)S-2818+08.0020.92 RTR15-1GRADE CROSSING (CROSSBUCK)48x9S-2918+36.0037.93 RTR15-1GRADE CROSSING (CROSSBUCK)24x4.55SQ-SOIL210.75R1-1STOP18x182.25R15-8LOOK18x91.13(3)S-3018+46.0020.92 LTR15-1GRADE CROSSING (CROSSBUCK)48x9S-3119+29.0018.67 LTW11-15COMBINED BICYCLE/PEDESTRIAN CROSSING30x307SQ-SOIL2116.25D11-1BIKE ROUTE24x183.00S-3219+42.0020.78 LTNO PARKING ANY TIME1S-3319+82.0026.67 RTR8-3NO PARKING24x247SQ-SOIL2114.00S-3420+04.0018.67 LTW10-1RR ADVANCE WARNING36DIA7SQ-SOIL2217.07R8-3NO PARKING24x244.00S-3521+84.0020.01 LTNO PARKING ANY TIME1S-3622+30.0024.52 RTNO PARKING ANY TIME1S-3723+24.0026.67 RTR8-3NO PARKING24x247SQ-SOIL2114.00S-3823+45.0018.67 LTR8-3NO PARKING24x247SQ-SOIL2114.00S-3924+79.0025.86 RTNO PARKING ANY TIME1S-4025+45.0021.54 LTNO PARKING ANY TIME1S-4125+77.0026.67 RTW11-2PEDESTRIAN CROSSING30x307SQ-SOIL2116.25W16-7PLDOWN ARROW LEFT PLAQUE24x122.00S-4226+08.0018.67 LTW11-2PEDESTRIAN CROSSING30x307SQ-SOIL2116.25W16-7PLDOWN ARROW LEFT PLAQUE24x122.00S-4326+38.0026.67 RTR8-3NO PARKING24x247SQ-SOIL2114.00S-4426+61.0018.67 LTR8-3NO PARKING24x247SQ-SOIL2114.00S-4527+72.0023.37 RTNO PARKING1S-4628+90.0018.67 LTR8-3NO PARKING24x247SQ-SOIL2114.00S-4729+20.0026.67 RTR8-3NO PARKING24x247SQ-SOIL2114.00S-4830+52.0021.76 RTNO PARKING ANY TIME1S-4930+94.0023.34 RTNO PARKING ANY TIME1S-5032+15.0018.67 LTR2-1SPEED LIMIT 3024x307SQ-SOIL2115.00R8-3NO PARKING24x244.00S-5132+41.0026.67 RTR8-3NO PARKING24x247SQ-SOIL2114.00S-5232+66.0022.68 LTNO PARKING ANY TIME1(5)S-5333+15.0042.41 RTR1-1STOP30x307SQ-SOIL2116.25S.A.P. 128-408-002 (ZANE AVENUE) SUBTOTAL36201.955SIGN AND DELINEATOR / MARKERST-ASIGNNUMBERSTATIONOFFSETPANELSUPPORTREMOVESIGN TYPE CSIGNPANELSTYPE CSALVAGESIGN TYPECINSTALLSIGN TYPECPANELCODELEGENDSIZE(W x H)MOUNTINGHEIGHTTYPERISER POSTSIZENUMBER OFPOSTSINCHESFEETINCHESEACHSQ FTEACHEACHNON-PARTICIPATING (ZANE AVENUE)(4)S-5433+23.5441.51 RTW11-2PEDESTRIAN CROSSING30x307SQ-SOIL216.25W16-7PLDOWN ARROW LEFT PLAQUE24x122.00(4)S-5533+39.4980.00 LTW11-2PEDESTRIAN CROSSING30x307SQ-SOIL216.25W16-9PAHEAD PLAQUE24x122.00(4)S-5633+55.25146.00 RTW11-2PEDESTRIAN CROSSING30x308SQ-SOIL216.25W16-9PAHEAD PLAQUE24x122.00(4)S-5733+65.3328.00 RTW11-2PEDESTRIAN CROSSING30x308SQ-SOIL216.25W16-7PLDOWN ARROW LEFT PLAQUE24x122.00NON-PARTICIPATING (ZANE AVENUE) SUBTOTAL33.00NON-PARTICIPATING (LINDSAY STREET)S-5841+05.0018.67 LTR8-3NO PARKING24x247SQ-SOIL2114.00S-5941+20.0018.67 RTR2-1SPEED LIMIT 3024x307SQ-SOIL2115.00R8-3NO PARKING24x244.00S-6042+93.0018.67 RTR8-3NO PARKING24x247SQ-SOIL214.00S-6142+93.0018.67 LTR8-3NO PARKING24x247SQ-SOIL2114.00S-6245+20.0018.67 RTR5-2NO TRUCKS24x247SQ-SOIL214.00R7-2 MOD.NO PARKING RIGHT18x243.00S-6345+20.0018.67 LTR7-2 MOD.NO PARKING LEFT18x247SQ-SOIL213.00S-6450+59.0021.95 RTCURVE LEFT1S-6553+87.0016.85 LTR5-2NO TRUCKS24x247SQ-SOIL214.00(2)(5)S-6653+89.0016.67 RTR1-1STOP30x307SQ-SOIL2116.25R5-2NO TRUCKS24x244.00NON-PARTICIPATING (LINDSAY STREET) SUBTOTAL545.25TOTAL41280.1555SPECIFIC NOTE(S):(1) PRIVATELY OWNED.(2) MOUNT BACK TO BACK.(3) BY OTHERS.(4) SIGN PLACED ON GOLDEN VALLEY ROAD. STATIONING REFERENCED IS ZANE AVENUE.(5) INSTALL STREET NAME SIGN ABOVE STOP SIGN.SPECIFIC NOTE(S):(1) PRIVATELY OWNED.(2) MOUNT BACK TO BACK.(3) BY OTHERS.(4) SIGN PLACED ON GOLDEN VALLEY ROAD. STATIONING REFERENCED IS ZANE AVENUE.(5) INSTALL STREET NAME SIGN ABOVE STOP SIGN.Save: 2/23/2024 10:18 AM sprall Plot: 2/26/2024 12:38 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618SS1.dwgRev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02SS23/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103SIGNING TABULATIONSZANE AVENUE AND LINDSAY STREETIMPROVEMENTSSIGN TYPE SPECIALST-BSIGNNUMBERSTATIONOFFSETPANELSUPPORTSIGNTYPESPECIALSALVAGESIGN TYPESPECIALINSTALLSIGN TYPESPECIALPANELCODELEGENDSIZE(W x H)MOUNTINGHEIGHTTYPERISER POSTSIZENUMBER OFPOSTSINCHFEETINCHESSQ FTEACHEACHS.A.P. 128-408-002 (ZANE AVENUE)(1)S-5015+85.9627.36 LTSTREET NAME (Zane Ave N 600)40x95.00STREET NAME (Olson Memorial Hwy 5900)48x96.00(2)S-50221+54.0026.67 RTSPECIAL22S-50323+72.0031.63 RTSTREET NAME (Zane Ave N 1100)40x97SQ215.00STREET NAME (Lindsay St 5900)48x96.00(1)S-50433+15.0042.41 RTSTREET NAME (Zane Ave N 1300)40x95.00STREET NAME (Golden Valley Rd 6000)48x96.00S.A.P. 128-408-002 (ZANE AVENUE) SUBTOTAL33.0022NON-PARTICIPATING (ZANE AVENUE)S-5015+92.1735.27 LTSTREET NAME (Zane Ave N 600)1STREET NAME (Olson Memorial Hwy 5900)S-50323+72.0031.63 RTSTREET NAME (Zane Ave N 1100)1STREET NAME (Lindsay St 5900)S-50433+24.3334.45 LTSTREET NAME (Zane Ave N 1300)1STREET NAME (Golden Valley Rd 6000)NON-PARTICIPATING (ZANE AVENUE) SUBTOTAL3NON-PARTICIPATING (LINDSAY STREET)(1)S-50553+89.0016.67 RTSTREET NAME (Lilac Dr N 1000)40x95.001STREET NAME (Lindsay St 5500)48x96.00(3)S-50654+01.6675.00 LTNO RIGHT TURN FOR TRUCKS36x367SQ219.00(3)S-50754+04.4075.00 RTNO LEFT TURN FOR TRUCKS36x367SQ219.00NON-PARTICIPATING (LINDSAY STREET) SUBTOTAL29.001TOTAL62.0062SPECIFIC NOTE(S):(1) INSTALL ON TOP OF STOP SIGN. SEE DETAIL BELOW.(2) PRIVATELY OWNED.(3) SIGN PLACED ON LILAC DRIVE IN THE WEST BOULEVARD. STATIONING REFERENCED IS LINDSAY STREET.INSTALL LOWER STREET NAMESIGN PARALLEL TO ADJOININGSTOP SIGN OR OTHERSUPPLEMENTAL SIGN ASDIRECTED BY ENGINEER.465 18"SES5"6"12"12" 8" 8" 14" 48" 3X4" 3X4" 4X4" 4X2" 4X4" 14" 24" 18" 12" 12" 12" 12" 18" 10" 20" 10"ECTRL5" 8" 8" 24" 24" 24"ECTRL5" 5" 5" 5"EE8" 8" 4" 4" 4" 4" 4" 4" 20" 8"ECTRLECTRLXCXC9259008157015900701580458065830FMFMFMFMFM5900815701>>FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOSTFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO4"4" 8" 6" 10"00+500+600+700+800+900+1000+1100+1200+1300+1400+1500+1600+1700+1800+19RR28"18"36"24"24"ST9251000925900ST1000FOFOFOFOFOFOFOFOFOFOFOFOFOFOECTRLFO30"00+2000+2100+2200+2300+24RR 00+4000+41 20" 20" 6" 8" 10" 10" 12"125060055905111411091100ST11006005FOFOFOFOFOFOGFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO30"340000+2500+2600+2700+2800+2900+3000+3100+3200+3300 + 40 FURNISH AND INSTALLSALVAGE AND INSTALLREMOVEBY UPRR (ATTACHED TO SIGNAL)12346INPLACESIGNING KEY NOTESSTREET NAME SIGNSNSSALVAGE5W11-2ZANE AVENUESave: 2/23/2024 10:18 AM sprall Plot: 2/26/2024 12:38 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618SS1.dwg 0feetscale501005025SS33/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103ZANE AVENUEOLSON MEMORIAL HWY. SERVICE ROAD0feetscale501005025SEE SHEET SS4ZANE AVENUESEE BELOWSEE ABOVE WW10-1W11-15D11-1W16-7PR1-1W16-7PW11-15R5-3CROSSINGR A I L R O A DR15-1CROSSINGRAILROADR15-1W10-1W11-15D11-1R7-1R7-1R5-3R1-1WWWW24SW4BY4BY4SY4SYW4BYW11-2W16-7PW11-2W16-9PR1-1R1-1W16-7PW11-2W11-2W16-9PR7-1R7-1W16-7PW11-2W16-7PW11-2R7-1R8-3ZANE AVENUEGOLDEN VALLEY ROADR1-1R7-1SEE RIGHT0feetscale501005025SEE LEFT W24SWW24SWW24SWWW4BY4SYW24SWW24SWSALVAGE AND INSTALLPRIVATE SIGNS ASDIRECTED BY ENGINEERW4BYW24SWW24SWLINDSAY ST.SNSSNS SIGNING AND STRIPING PLANZANE AVENUEZANE AVENUE AND LINDSAY STREETIMPROVEMENTSR7-1SNS44 43 366 44 33434 4 4 4 44 11 14141414141 41 41 4114144411 4 51R8-3R2-1R2-1R8-31R8-31R8-31R8-31R8-31R8-31R8-31R8-31R8-31R8-31R8-311R8-31R8-31R8-3R8-3141LUCE LIN E T R A I L UPRR CROSSINGR A I L R O A DR15-1R1-1R15-81LOOKR15-1R1-11R15-8LOOKW11-15W10-21CROSSINGRAILROADW10-21S-1S-2 S-4 S-6 S-9 S-12 S-13 S-16 S-24 S-16 S-25 S-31 S-30 S-32S-34S-38S-38 S-42 S-44 S-44 S-46 S-46 S-50 S-52 S-3S-5S-8S-10S-11S-17S-14S-15S-18S-28S-33S-33S-37S-34S-41S-43S-47S-51S-53S-26S-19S-21S-22S-23S-20S-27S-29S-7S-501S-502S-502S-503S-504STA 33+50END S.A.P.128-408-002STA 5+55BEGIN S.A.P. 128-408-0024R7-14S-36R7-14 S-35 R7-14S-39R7-14S-49R7-14 S-48R7-14 S-40 R8-34S-45R7-14S-51R7-14 S-50 PLACE 15' FROMTRACK CLPLACE 15' FROMTRACK CLW16-7PW11-2W16-9P1S-561S-57Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02W11-2W16-7P1S-54W11-2W16-9P1S-555 SNS1S-5045466 ESTSTE11"22"16"E23"23"9"20"20"42"36"36"STSTEPPP28"28"26"36"24"24"ST110010005735564556255660564056205600560555405535552555305520551055051121935ST1000 1100FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOECTRLFO00+22 00+23 00+24 00+2500+4000+4100+4200+4300+4400+4500+4600+4700+4800+4900+5000+5100+5200+5300+5446.27+54FURNISH AND INSTALLSALVAGE AND INSTALLREMOVEBY UPRR (ATTACHED TO SIGNAL)12346INPLACESIGNING KEY NOTESSTREET NAME SIGNSNSSALVAGE5Save: 2/26/2024 1:44 PM sprall Plot: 2/26/2024 1:45 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618SS1.dwgRev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02SS43/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103LILAC DRIVE NZANE AVENUE LINDSAY STREETLINDSAY STREET0feetscale501005025SEE SHEET SS3SEE SHEET SS34R7-1R7-14 R1-14W24SWSIGNING AND STRIPING PLANLINDSAY STREETZANE AVENUE AND LINDSAY STREETIMPROVEMENTS1SNS51 1R8-31R8-31R8-31R8-31R5-2R5-21 R5-21 S-59S-60S-62S-63 S-61S-61S-58S-58 S-66S-65 S-505414S-6411S-507S-506R7-2 MODR7-2 MODSNS1S-505467 Save: 2/23/2024 1:30 PM sprall Plot: 2/26/2024 12:38 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618SS_DT.dwg SS53/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103SIGNING AND STRIPINGDETAILSZANE AVENUE AND LINDSAY STREETIMPROVEMENTSRev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-0236"48"PROVIDE INTERCHANGEABLE ARROW TOALLOW STRAIGHT AND RIGHT ARROW OPTIONS468 SS63/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103SIGNING DETAILSZANE AVENUE AND LINDSAY STREETIMPROVEMENTSRev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02Save: 2/23/2024 1:30 PM sprall Plot: 2/26/2024 12:38 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618SS_DT.dwg 469 SS73/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103SIGNING DETAILSZANE AVENUE AND LINDSAY STREETIMPROVEMENTSRev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02Save: 2/23/2024 1:30 PM sprall Plot: 2/26/2024 12:38 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618SS_DT.dwg 470 SS83/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103SIGNING DETAILSZANE AVENUE AND LINDSAY STREETIMPROVEMENTSRev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02Save: 2/23/2024 1:30 PM sprall Plot: 2/26/2024 12:38 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618SS_DT.dwg 471 SS93/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103SIGNING DETAILSZANE AVENUE AND LINDSAY STREETIMPROVEMENTSRev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02Save: 2/23/2024 1:30 PM sprall Plot: 2/26/2024 12:38 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618SS_DT.dwg 472 III IIIII ST >>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SSSSSSSSSSSSSSSSSSSSSSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>III 00+3400+5 00+10 00+15 00+20 00+2500+30STST COCOI I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIISSST 00+4000+4500+5046.27+541250590511141109925900815701701580458065830701573070162157355645562556605640562056005605554055355525553055205510550511219355900100011006005Save: 2/23/2024 3:10 PM sprall Plot: 2/26/2024 12:39 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618CS1.dwg 0feetscale15030015075Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02CS13/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103 NOTES:1.CONTRACTOR SHALL MAINTAIN TRAFFIC AT ALL TIMES DURING CONSTRUCTION IN ACCORDANCE WITH THE CURRENT MINNESOTA MANUAL OF UNIFORMTRAFFIC CONTROL DEVICES (MMUTCD) AND ITS SUPPLEMENTS, AND AS IT MAY BE DEEMED NECESSARY BY THE ENGINEER.2.CONTRACTOR SHALL SUBMIT A TEMPORARY TRAFFIC CONTROL PLAN FOR ALL PHASES, A MINIMUM OF TWO WEEKS PRIOR TO CONSTRUCTION.3.CONTRACTOR SHALL FURNISH A MINIMUM OF SIX (6) TEMPORARY TRAFFIC CONTROL SIGNS THAT READ "ZANE AVE AND LINDSAY ST BUSINESSACCESS", AS DIRECTED BY ENGINEER, AT VARIOUS LOCATIONS WITHIN THE CITY. SEE BELOW.4.IT IS SUGGESTED TO COMPLETE ALL IMPROVEMENTS WITHIN UPRR'S RIGHT-OF-WAY IN THE FIRST PHASE, ASSUMING NECESSARYPERMITS/AGREEMENTS HAVE BEEN OBTAINED/APPROVED.5.CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC THROUGHOUT PROJECT CONSTRUCTION, UNLESS OTHERWISE DIRECTED BY ENGINEER. FLAGGERSMAY BE USED AROUND ACTIVE CONSTRUCTION, AS DIRECTED BY ENGINEER WHERE ADEQUATE DRIVING LANE WIDTH IS NOT POSSIBLE.6.CONTRACTOR MAY CONVERT ROADWAY INTO A ONE-WAY ROAD, AS DIRECTED BY ENGINEER, DURING WATER MAIN CONSTRUCTION OR OTHERENGINEER-APPROVED CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL PLACE APPROPRIATE SIGNS AT PROJECT EXTENTS, INCLUDING ALTERNATEROUTE INFORMATION.7.CONTRACTOR SHALL MAINTAIN A MINIMUM LANE WIDTH OF 11' FOR ANY LANE OPEN TO TRAFFIC DURING CONSTRUCTION, UNLESS OTHERWISEAPPROVED BY ENGINEER.8.ZANE AVENUE (5+50 - 33+50): WHEN ENTIRE WIDTH OF ROADWAY MUST BE CLOSED FOR UTILITY INSTALLATION OR OTHER ENGINEER-APPROVEDREASONS, CONTRACTOR SHALL PROVIDE A FLAGGER AT THE NORTHERN AND SOUTHERN PROJECT EXTENTS INFORMING DRIVERS WHERE THECLOSURE IS AND PROVIDE ALTERNATIVE ROUTES, IF REQUIRED. "ROAD CLOSED AHEAD" SIGNS SHALL BE PLACED ON ZANE AVENUE AT THEINTERSECTION OF LINDSAY STREET.9.LINDSAY STREET (40+00 - 45+20): WHEN ENTIRE WIDTH OF ROADWAY MUST BE CLOSED FOR UTILITY INSTALLATION OR OTHER ENGINEER APPROVEDREASONS, CONTRACTOR SHALL PROVIDE A FLAGGER AT THE WESTERN END OF LINDSAY STREET INFORMING DRIVERS WHERE THE CLOSURE IS ANDPROVIDE ALTERNATIVE ROUTES, IF REQUIRED. "ROAD CLOSED AHEAD" SIGNS SHALL BE PLACED AT THE EASTERN END OF LINDSAY STREET.10.CONTRACTOR SHALL TEMPORARILY WIDEN COMMERCIAL DRIVEWAY ENTRANCES WITH AGGREGATE SURFACING (3" MINUS LIMESTONE), AS DIRECTEDBY ENGINEER, TO MAINTAIN TRUCK ACCESS TO COMMERCIAL PROPERTIES THROUGHOUT CONSTRUCTION. WHERE REQUIRED BY ENGINEER,CONTRACTOR SHALL ALSO CONSTRUCT ADDITIONAL TEMPORARY DRIVEWAYS WITH AGGREGATE SURFACING, AS DIRECTED BY ENGINEER, TOMAINTAIN ACCESS TO COMMERCIAL PROPERTIES. CONTRACTOR SHALL REMOVE TEMPORARY AGGREGATE SURFACING PRIOR TO TURF RESTORATION,OR AS DIRECTED BY ENGINEER.11.COMMERCIAL DRIVEWAY CROSS GUTTER AND COMMERCIAL CONCRETE DRIVEWAY PAVEMENT SHALL BE POURED IN TWO HALVES, USING HIGH-EARLYSTRENGTH CONCRETE, AS DIRECTED BY ENGINEER, TO MAINTAIN BUSINESS ACCESS WHILE CONCRETE CURES.12.CONTRACTOR SHALL NOTIFY ENGINEER OF PLANS TO CLOSE OR REDUCE ACCESS TO A COMMERCIAL PROPERTY A MINIMUM 7 DAYS IN ADVANCE.13.CONTRACTOR SHALL BE REQUIRED TO SCHEDULE HIS DAILY WORK TO ENSURE THAT ALL EXCAVATIONS ARE FILLED IN COMPLETELY; ADEQUATEDRAINAGE IS PROVIDED TO PREVENT ANY WATER FROM STANDING ON THE PROJECT SITE; AND AN ADEQUATE DRIVING SURFACE WITH CLASS 5 ISPROVIDED AT THE COMPLETION OF WORK EACH DAY.14.PORTABLE CONCRETE BARRIERS SHALL BE USED WHEN EXCAVATION DEPTHS GREATER THAN 3 FEET ARE WITHIN 8 FEET OF THE EDGE OF TRAVELEDWAY, UNLESS OTHERWISE APPROVED BY ENGINEER.KEYNOTES12CONTRACTOR SHALL FURNISH AND INSTALL TEMPORARY "NO TRUCKS" SIGNS. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT PROJECT AREA VIAZANE AVENUE AT EITHER GOLDEN VALLEY ROAD OR OLSON MEMORIAL HWY. SERVICE ROAD, UNLESS OTHERWISE APPROVED BY ENGINEER.CONTRACTOR SHALL MAINTAIN PEDESTRIAN ACCESS FOR LUCE LINE TRAIL CROSSING WITH CLASS 5 AT ALL TIMES. WHEN ACTIVE WORK PREVENTSSAFE PEDESTRIAN CROSSING, AS DIRECTED BY ENGINEER, "TRAIL CLOSED" SIGNS SHALL BE PLACED PRIOR TO BEGINNING WORK. SEE SHEET CS2 FORLUCE LINE TRAIL DETOUR DETAILS.LINDSAY STREETOLSON MEMORIAL HWY. SERVICE ROAD CONSTRUCTION SEQUENCINGZANE AVENUE AND LINDSAY STREETIMPROVEMENTSZANE AVENUE GOLDEN VALLEY ROADUPRR21LUCE LINE TRAILLILAC DRIVE NCP RAILWAY3SINGLE ACCESS TO COMMERCIAL PROPERTY. CONTRACTOR SHALL PROVIDE AND MAINTAIN ADDITIONAL TEMPORARY CLASS 5 ACCESS, AS DIRECTEDBY ENGINEER. ADDITIONAL LOCATIONS MAY BE REQUIRED, AS DIRECTED BY ENGINEER.3333434MULTIPLE ENTRANCES TO COMMERCIAL PROPERTY. CONTRACTOR MAY, AS DIRECTED BY ENGINEER, TEMPORARILY CLOSE ONE OR MORE ENTRANCESPROVIDED THAT ONE ENTRANCES IS ACCESSIBLE TO THE SATISFACTION OF THE ENGINEER AT ALL TIMES .65EMPLOYEE PARKING ONLY, NO TRUCK ACCESS. POUR CONCRETE CROSS GUTTER AND DRIVEWAY IN TWO HALVES AS DESCRIBED IN THE NOTESSECTION ABOVE.644444444444446CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY AGGREGATE SURFACING (3" MINUS LIMESTONE) CONNECTING DRIVEWAYS OR PARKINGLOTS, AS DIRECTED BY ENGINEER.5LEGENDTEMPORARY AGGREGATE SURFACING (3" MINUS LIMESTONE) AT COMMERCIAL DRIVEWAYS FOR VEHICLE ACCESS. MIN. 8" THICK, OR AS DIRECTED BYENGINEER. NOTE: ACTUAL AREAS MAY DIFFER AND SHALL BE DETERMINED IN THE FIELD BY ENGINEER.STA 33+50END S.A.P. 128-408-002STA 5+55BEGIN S.A.P. 128-408-002TH 100 36"48"PROVIDE INTERCHANGEABLE ARROW TOALLOW STRAIGHT AND RIGHT ARROW OPTIONS473 I II ST >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SSSSSSSSSSSSSSSSSSSSSSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>I Save: 1/9/2024 9:18 AM sprall Plot: 2/26/2024 12:39 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618PedDetourPlan.dwg 0feetscale15030015075Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02CS23/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103NOTES1.KEYNOTES1PLACE "TRAIL CLOSED AHEAD" AND "TRAIL CLOSED" SIGNS WHEN TRAIL CROSSING AT ZANE AVENUE IS IMPASSABLE DUE TOCONSTRUCTION ACTIVITIES, AS DIRECTED BY ENGINEER.LINDSAY STREETOLSON MEMORIAL HWY. SERVICE ROADLUCE LINE TRAILDETOUR PLANZANE AVENUE AND LINDSAY STREETIMPROVEMENTSZANE AVENUE GOLDEN VALLEY ROADUPRRLUCE LINE TRAILHWY 55TH 100LILAC DR N LILAC DR N PHOENIX STWELCOME AVE NWELCOME CIRGOLDEN VALLEY ROAD HWY 100ZANE AVENUEDOUGLAS DR N PHOENIX STOAK GROVE CIR LEGENDROADLUCE LINE TRAIL DETOURLUCE LINE TRAIL11112SIGNS TO REMAIN FOR DURATION OF CONSTRUCTION, UNLESS TRAIL MARKED AS "CLOSED" AS DESCRIBED IN KEYNOTE 1, OR ASDIRECTED BY ENGINEER.223CONTRACTOR SHALL MAINTAIN PEDESTRIAN ACCESS FOR LUCE LINE TRAIL CROSSING WITH CLASS 5 AT ALL TIMES. WHENACTIVE WORK PREVENTS SAFE PEDESTRIAN CROSSING, AS DIRECTED BY ENGINEER, "TRAIL CLOSED" SIGNS SHALL BE PLACEDPRIOR TO BEGINNING WORK (SEE KEYNOTES 1 AND 2).3CP RAILWAYSTA 33+50END S.A.P. 128-408-002STA 5+55BEGIN S.A.P. 128-408-002474 880885890895900905910915880885890895900905910915908.7908.1908.4908.5908.2 908.0 907.3 905.8 903.6 901.0 898.9 897.7 896.6 895.7 894.7 893.3 891.7 890.2 908.31908.35908.60908.44 908.17 907.37 905.80 903.51 901.09 899.09 897.78 896.75 895.73 894.69 893.45 891.93 890.345+006+007+008+009+0010+0011+0012+0013+0014+00-4.85%-1.00%-2.05%-3.17%0.50%-0.50%PVI STA=5+55.00EL=908.63PVI STA=7+08.35EL=908.65 PVI STA=12+85.30PVI EL=893.98L=90'K=80.64PVC STA=12+40.30 EL=894.90 PVT STA=13+30.30 EL=892.55 LP STA=6+20.00LP EL=908.28PVI STA=6+05.00PVI EL=908.13L=90'K=60.00PVC STA=5+60.00EL=908.58PVT STA=6+50.00EL=908.35 PVI STA=8+59.71PVI EL=907.89L=140'K=32.20PVC STA=7+89.71 EL=908.24 PVT STA=9+29.71 EL=904.49 PVI STA=10+45.00PVI EL=898.90L=100'K=35.74PVC STA=9+95.00 EL=901.33 PVT STA=10+95.00 EL=897.88 48'12'20'5'46'40'18'23'20'17'11'5'13'15'27'10'11'5'9" VSP9" VSP16"12" CIP12" CIP>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIIIIIIIIIIISCOTVWWS5" 6" 12" 12" 8" 8" 14" 48"LIFTCOS3X4" 3X4" 4X4" 4X2" 4X4" 14" 24" 18" 12" 12" 12" 12" 18" 10" 20" 10"ECTRL5" 8" 8" 24" 24" 24"XCIIII12" HDPE6" HDPE6" HDPE6" HDPE6" HDPEII4" 10" HDPE7015900701BIT.BIT.BIT.PAVERSPAVERSCONC.LANDSCAPINGLANDSCAPING w/ROCK MULCHCONC.CONC."PRAIRIE RESTORATION AREA"MODULAR BLOCKRETAINING WALLPIV12" RCP12" RCP12" RCP12" RCPFMFMFMFMFMP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURGGGGGGGGGGGGGP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHSTORM SIREN5900815BIT.CONC.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-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOT-BURT-BURT-BUR4"4" 8" 6" 10"00+500+600+700+800+900+1000+1100+1200+1300+1411+75 LT TO 17+25 LTMINIMIZE GRADING IN PRAIRIE RESTORATIONAREA, AS DIRECTED BY ENGINEER.RESTORE DISTURBED AREAS WITH 4" TOPSOIL,MNDOT SEED MIX 38-631, AND ROLLEDEROSION PREVENTION - CATEGORY 10ZANE AVENUESave: 2/26/2024 12:22 PM sprall Plot: 2/26/2024 12:40 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618GP_ZANE.dwg BENCHMARK EL. 911.30BENCHMARK EL. 893.680feetscale30603015Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02G13/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103GRADING PLANZANE AVENUEZANE AVENUE AND LINDSAY STREETIMPROVEMENTSTNH NW QUAD SERVICE RD & ZANE AVETNH STA.13+94, 23.4' LT. NOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.ZANE AVENUEOLSON MEMORIAL HWY. SERVICE ROADSEE SHEET G2LEGEND:DENOTES TREE TO BEREMOVEDSEE NOTE 7NOTES: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 SHRUBS AS DIRECTED BY THE ENGINEER.6.REFER TO CLEARING AND GRUBBING SPECIAL PROVISION FOR DETAILS ABOUT THE REMOVAL NEAR CURB STOPS. ACTUAL TREE REMOVALS WILL BE DETERMINED BYTHE 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 PAVEMENT BID ITEM.GRADING LIMITS (TYP.)B618 CONCRETECURB & GUTTER (TYP.)SAWCUT EX. DRIVEWAYPAVEMENT (TYP.)EXISTING R/W (TYP.)SEE INTERSECTIONDETAIL SHEET ID1SAWCUT & MATCH BITUMINOUS (TYP.)AS DIRECTED BY ENGINEERAPPROXIMATE EXCAVATION DEPTHEXISTING ℄ GRADEPROPOSED ℄ GRADESEE SHEETS PR1-PR2FOR PED RAMP DETAILS8' CONC. WALK (TYP.)SEE SHEETS PR1-PR2FOR PED RAMP DETAILSEND CURB & GUTTER.MATCH EXISTING (TYP.)PROTECT UTILITY POLEPROTECT UTILITY POLE30' F-FSALVAGE & INSTALL CONCRETE PAVERS.F&I ADDITIONAL CONCRETE PAVERS(MATCH EXISTING)CLEAR & GRUB TREE (TYP.)CLEAR & GRUB TREESCLEAR & GRUB TREESHOLD UTILITY POLE(BY OTHERS)SAWCUT & MATCH CONCRETE WALK(TYP.) AS DIRECTED BY ENGINEERPAVEMENT MARKING (TYP.)SEE SHEETS SS1-SS9SIGN (TYP.)SEE SHEETS SS1-SS9REMOVE BITUMINOUSPAVEMENTREMOVE CONCRETEPAVEMENT (TYP.)END CURB AND GUTTER, MATCH EXISTING (TYP.).WHERE NO EXISTING CURB EXISTS: FULL HEIGHT CURB TOEND RADIUS, BEAVER TAIL DOWN TO MATCH EXISTING (TYP.)STA 5+55BEGIN S.A.P. 128-408-002COMMERCIAL CROSS GUTTER DRIVEWAY.SEE GV-STRT-050.INTEGRANT CURB INCIDENTAL (TYP.)B612 CONCRETE CURB &GUTTER AT DRIVEWAYS.VERIFY AND MATCHEXISTING CURB TYPE. (TYP.)B612 CONCRETECURB & GUTTER (TYP.)TEMPORARY EASEMENT (TYP.)PROTECT SIGNSEE SHEETS ID2-ID6 FORDRIVEWAY DETAILS (TYP.)MNDOT R/WMNDOT R/WF&I CONCRETE SILL AT LOCATIONSWHEN WALK IS AT BACK OF CURB. SEE DETAIL ON D15.DECORATIVE 2' SHOULDER WITH SMOOTH TROWEL FINISH"WINDOWS" ON WALK (TYP). SEE DETAIL ON SHEET D5.475 860865870875880885890895860865870875880885890895890.2888.6887.0885.4883.8882.2 880.6 879.1 878.0 877.6 876.5 875.1 873.9 873.1 872.6 872.2 871.9 871.6 871.3 890.34888.76887.18885.59884.01882.38 880.65 878.99 878.05 877.77 876.93 875.44 874.00 873.10 872.65 872.21 871.78 871.35 870.9214+0015+0016+0017+0018+0019+0020+0021+0022+0023+000.00%-0.54%-3.17%-3.52%-0.50%-3.17%-0.87%PVI STA=18+31.00EL=877.90PVI STA=18+21.00EL=877.90PVI STA=18+81.00PVI EL=877.63L=90'K=34.20PVC STA=18+36.00 EL=877.87 PVT STA=19+26.00 EL=876.20 PVI STA=16+45.33PVI EL=882.58L=90'K=253.50PVC STA=16+00.33EL=884.00PVT STA=16+90.33 EL=880.99 PVI STA=17+71.00PVI EL=878.15L=90'K=29.78PVC STA=17+26.00 EL=879.73 PVT STA=18+16.00 EL=877.92 PVI STA=20+15.00PVI EL=873.38L=100'K=43.37PVC STA=19+65.00 EL=874.97 PVT STA=20+65.00 EL=872.95 PVC STA=22+97.95 EL=870.93 48'31'19'32'34'17'49'27'37'15'35'46'12'13'8'9" VSP12" CIP12" CIP4" 8" 8" >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIIIIIIIIIIITV18"SSEWS36"T24" 24" 24"SECTRL5"5"5"5"EE8"8"4"4"4"4"4"4"20" 8"ECTRLECTRLTSXCXCXCXCT-BURT-BURT-BURT-BUR48" RCP24" RCP24" HDPE18" HDPE18" HDPE18" HDPE15" HDPE24" HDPE6" HDPE6" HDPE6" HDPE6" HDPE6" HDPE6" HDPE12" RCP12" RCP12" RCP9259259008151"LANDSCAPING w/ROCK MULCHCONC.CHAIN LINK FENCEBIT.BIT.BIT.GRAVELBIT.BOULDERBOULDERBIT.BIT.CONC.BIT.ROCK MULCHBIT.GRAVELBIT."PRAIRIE RESTORATION AREA"CONC.MODULAR BLOCKRETAINING WALLT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BUR48" RCP48" RCP60" RCP72" RCP12" RCP12">>>>>>>>6" CMPP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURGGGGGGGGGGGGGGGGGMODULAR BLOCKRETAINING WALL W/CHAIN LINK FENCEP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHUPRRUPRRLUCE LINE TRAILLUCE LINE TRAIL701100036" RCP>>>>>>>>>>FOFOFOFOFOFOFOFOFOFO>>>>>>FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOSTBIT.CONC.BIT.CONC.P-BURP-BURP-BURP-BURP-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-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURGFOFOFOFOT-BURT-BURT-BURT-BURT-BURT-BURT-BUR30"B6 CURBB6 CURB00+1400+1500+1600+1700+1800+1900+2000+2100+2200+23RRRR2%ZANE AVENUESave: 2/26/2024 12:22 PM sprall Plot: 2/26/2024 12:40 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618GP_ZANE.dwg BENCHMARK EL. 885.60BENCHMARK EL. 875.690feetscale30603015Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02G23/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103GRADING PLANZANE AVENUEZANE AVENUE AND LINDSAY STREETIMPROVEMENTSNOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.TNH STA.16+57, 30.0' RT.TNH STA.21+60, 20.8' LT.SEE SHEET G3SEE SHEET G1LEGEND :DENOTES TREE TO BEREMOVEDSEE NOTE 7NOTES: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 SHRUBS AS DIRECTED BY THE ENGINEER.6.REFER TO CLEARING AND GRUBBING SPECIAL PROVISION FOR DETAILS ABOUT THE REMOVAL NEAR CURB STOPS. ACTUAL TREE REMOVALS WILL BE DETERMINED BYTHE 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 PAVEMENT BID ITEM.STA 17+70 TO STA 19+00. MODIFYCROSS SLOPES TO MATCH CROSSINGPANELS AND PROPOSED CATCH BASINSGRADING LIMITS (TYP.)B618 CONCRETEC&G (TYP.)SAWCUT EX. DRIVEWAYPAVEMENT (TYP.)EXISTING R/W (TYP.)APPROXIMATE EXCAVATION DEPTHEXISTING ℄ GRADEPROPOSED ℄ GRADESEE SHEETS PR1 & PR2FOR PED RAMP & CROSSWALK DETAILS8' CONC. WALK (TYP.)6' CONC.WALK (TYP.)SEE SHEETS PR1 & PR2FOR PED RAMP & CROSSWALK DETAILSRELOCATE UTILITY POLE& GUY WIRES (BY OTHERS)ADJUST PEDESTALS(BY OTHERS)RELOCATE UTILITY POLE(BY OTHERS)30' F-FADJUST PEDESTALS(BY OTHERS)PROTECTUTILITY POLEPROTECT PEDESTALPROTECT UTILITY POLEREMOVE & REPLACE CONC. WALK& 4" AGG.BASE (CL.5)REMOVE AND REPLACE BITTRAIL AND AGG BASE (CL.5)REMOVE AND REPLACE BITTRAIL AND AGG BASE (CL.5)SAWCUT EX. PAVEMENT (TYP.)2%2%2%ZANE AVENUEPAVEMENT MARKING (TYP.)SEE SHEETS SS1-SS9STA 19+00. RETURN TOTYPICAL CROSS SLOPESSIGN (TYP.)SEE SHEETS SS1-SS9REMOVE BITUMINOUSPAVEMENTREMOVE CONCRETEPAVEMENT (TYP.)STA 18+52 LT TO STA 18+82 LT.D412 CONCRETE C&G WITH CLASS 5AGGREGATE BASE SURFACING BEHINDCURB, AS DIRECTED BY ENGINEERSTA 17+70. END TYPICAL CROSS SLOPESEND CURB AND GUTTER, MATCH EXISTING (TYP.).WHERE NO EXISTING CURB EXISTS: FULL HEIGHT CURB TOEND RADIUS, BEAVER TAIL DOWN TO MATCH EXISTING (TYP.)COMMERCIAL CROSS GUTTER DRIVEWAY.SEE GV-STRT-050.INTEGRANT CURB INCIDENTAL (TYP.)B612 CONCRETE CURB &GUTTER AT DRIVEWAYS.VERIFY AND MATCHEXISTING CURB TYPE. (TYP.)EXISTING UTILITYEASEMENT (TYP.)TEMPORARY EASEMENT (TYP.)REPLACE CROSSING PANELS, SIGNALS,AND EQUIPMENT (BY OTHERS).END B618 C&G 10' FROM TRACK CL, BEAVER TAIL DOWN(TYP.).2'SEE SHEETS ID2-ID6 FORDRIVEWAY DETAILS (TYP.)90064'9'2.0' STRIP OF BIT.PAVEMENT BETWEENCONC. WALK ANDCROSSING PANELS(TYP.)SEE SHEET G7 FORDETAILED UPRRCROSSING INFORMATIONF&I CONCRETE SILL AT LOCATIONS WHEN WALKIS AT BACK OF CURB. SEE DETAIL ON D15.SALVAGE AND INSTALL CHAIN LINK FENCE,AS DIRECTED BY ENGINEER.FENCED PERIMETER MUST BEMAINTAINED AT ALL TIMES.INSTALL FENCE IN TEMPORARY LOCATION,AS DIRECTED BY ENGINEER, TO PROVIDEVEHICLE ACCESS AS SHOWN ON CS1.PROTECT RETAINING WALLDECORATIVE 2' SHOULDER WITH SMOOTH TROWEL FINISH"WINDOWS" ON WALK (TYP). SEE DETAIL ON SHEET D5.11+75 LT TO 17+25 LTMINIMIZE GRADING IN PRAIRIE RESTORATIONAREA, AS DIRECTED BY ENGINEER.RESTORE DISTURBED AREAS WITH 4" TOPSOIL,MNDOT SEED MIX 38-631, AND ROLLEDEROSION PREVENTION - CATEGORY 10476 850855860865870875880885850855860865870875880885871.3871.0871.0871.2871.5871.8 871.9 872.1 872.4 872.6 872.9 873.1 873.3 873.5 873.7 874.1 874.8 875.8 877.1 870.92870.69870.83871.08871.33871.58 871.83 872.08 872.33 872.58 872.83 873.08 873.33 873.58 873.83 874.13 874.79 875.84 877.2423+0024+0025+0026+0027+0028+0029+0030+0031+0032+000.50%2.89%LP STA=23+54.99LP EL=870.69PVI STA=23+42.95PVI EL=870.54L=90'K=65.92PVT STA=23+87.95EL=870.77 PVI STA=30+98.97PVI EL=874.32L=150'K=62.84PVC STA=30+23.97 EL=873.95 PVT STA=31+73.97 EL=876.49 8'14'47'25'53'20'55'40'18'8'75'38'63'8' 23'40'55'25'10'31'15'8'53'25'29'8'48'31'8" CIP9" VSP8" CIP8" CIP12" CIP12" CIP8" CIP8"6" >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIIIIIIIIIIII28"TVTELT20"TSS20" 6" 8" 10" 12"STEL36"STCOCOP-BURP-BURP-BURP-BUR10" PVC10" PVC12" RCP51" RCP ARCH15" RCP21" RCP12" RCP12506005590511141109110010006"2" CONC.BIT.BIT.BIT.BIT.V-CURBBIT.BIT.CONC.CONC.BOULDERSBIT.CONC.BIT.BIT.BIT.BIT.ROCK MULCHT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BUR2"2"24" RCP48" RCP51" RCP ARCH>>12" PCP>>>>>>STGGGGGGGGP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OH11006005FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOECTRLTVT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURGGGGGGGGGGGGGT-BURFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOT-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-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-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURCAPPED30" 30"00+2300+2400+2500+2600+2700+2800+2900+3000+3100+3200+4000+41 2.00%2.00%3.00%1.00%2.00%3.00%2.00%2.00%2.00%2.00%2.00%ZANE AVENUESave: 2/26/2024 12:22 PM sprall Plot: 2/26/2024 12:41 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618GP_ZANE.dwg BENCHMARK EL. 875.36BENCHMARK EL. 876.250feetscale30603015Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02G33/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103GRADING PLANZANE AVENUEZANE AVENUE AND LINDSAY STREETIMPROVEMENTSTNH STA.25+52, 21.7' LT.NOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.TNH STA.29+37, 22.0' LT.ZANE AVENUEZANE AVENUELINDSAY STREET SEE SHEET G2 SEE SHEET G4SEE SHEET G5LEGEND:DENOTES TREE TO BEREMOVEDSEE NOTE 7NOTES: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 SHRUBS AS DIRECTED BY THE ENGINEER.6.REFER TO CLEARING AND GRUBBING SPECIAL PROVISION FOR DETAILS ABOUT THE REMOVAL NEAR CURB STOPS. ACTUAL TREE REMOVALS WILL BE DETERMINED BYTHE 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 PAVEMENT BID ITEM.GRADING LIMITS (TYP.)B618 CONCRETECURB & GUTTER (TYP.)SAWCUT EX. DRIVEWAYPAVEMENT (TYP.)EXISTING R/W (TYP.)APPROXIMATE EXCAVATION DEPTHEXISTING ℄ GRADEPROPOSED ℄ GRADE8' CONC. WALK (TYP.)SEE SHEETS PR1-PR2FOR PED RAMP DETAILSSEE SHEETS PR1-PR2FOR PED RAMP DETAILSRELOCATE UTILITY POLE& GUY WIRE (BY OTHERS)RELOCATE UTILITY POLE(BY OTHERS)RELOCATE UTILITY POLE(BY OTHERS)RELOCATE UTILITY POLE(BY OTHERS)ADJUST PEDESTALS(BY OTHERS)CLEAR & GRUB TREE (TYP.)SEE INTERSECTIONDETAIL SHEET ID130' F-FREMOVE & REPLACE CONC. WALK& 4" AGG.BASE (CL.5)CLEAR & GRUBTREE (TYP.)PROTECT PEDESTALPAVEMENT MARKING (TYP.)SEE SHEETS SS1-SS9SIGN (TYP.)SEE SHEETS SS1-SS9MAINTAIN TANGENT ALONGCURB TO RADIUS RETURNREMOVE CONCRETEPAVEMENT (TYP.)END CURB AND GUTTER, MATCH EXISTING (TYP.).WHERE NO EXISTING CURB EXISTS: FULL HEIGHT CURB TOEND RADIUS, BEAVER TAIL DOWN TO MATCH EXISTING (TYP.)COMMERCIAL CROSS GUTTER DRIVEWAY.SEE GV-STRT-050.INTEGRANT CURB INCIDENTAL (TYP.)B612 CONCRETE CURB &GUTTER AT DRIVEWAYS.VERIFY AND MATCHEXISTING CURB TYPE. (TYP.)EXISTING UTILITYEASEMENT (TYP.)TEMPORARY EASEMENT (TYP.)WIDEN NORTH DRIVEWAY.REMOVE SOUTH DRIVEWAY.36'5'SEE SHEETS ID2-ID6 FORDRIVEWAY DETAILS (TYP.)PROTECTEXISTINGV-CURBF&I CONCRETE SILL AT LOCATIONSWHEN WALK IS AT BACK OF CURB. SEE DETAIL ON D15.DECORATIVE 2' SHOULDER WITH SMOOTH TROWEL FINISH"WINDOWS" ON WALK (TYP). SEE DETAIL ON SHEET D5.477 855860865870875880885890855860865870875880885890877.1 878.7 880.1 880.7 877.24 878.68 879.93 880.7532+0033+0034+002.89%1.49%PVI STA=32+95.00PVI EL=879.98L=90'K=64.65PVC STA=32+50.00 EL=878.68 PVT STA=33+40.00 EL=880.66PVI STA=33+50.00 EL=880.75 8'14'47'25'9" VSP9" VSP9" VSP9" VSP12" CIP12" CIP12" CIP4" CIP6" CIP8"6">>>>>>>>>>>> >>>>>>>>>>>>>>>>>>IIIIIISWTTWST8" 10" 10"T12" RCP12" RCP12506005BIT.CONC.BIT.BOULDERSBIT.BIT.2"GGGGP-OHP-OHP-OHP-OHP-OHP-OHP-OHCONC.BIT.GGGGGFOFOFOFOFOFOFOFOFOFOFOFOFOFOT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURFOFOFOFOFOFOFOT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BUR30"00+3400+3200+33EXISTING R/W (TYP.)ZANE AVENUESave: 2/26/2024 12:22 PM sprall Plot: 2/26/2024 12:41 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618GP_ZANE.dwg BENCHMARK EL. 883.690feetscale30603015Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02G43/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103GRADING PLANZANE AVENUEZANE AVENUE AND LINDSAY STREETIMPROVEMENTSNOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.TNH SW QUAD GOLDEN VALLEY RD & ZANE AVEGOLDEN VALLEY RDZANE AVENUESEE SHEET G3 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 BYTHE ENGINEER. SEE SPECIAL PROVISIONS.5.CONTRACTOR SHALL REMOVE AND REPLACE SHRUBS AS DIRECTED BY THEENGINEER.6.REFER TO CLEARING AND GRUBBING SPECIAL PROVISION FOR DETAILS ABOUT THEREMOVAL NEAR CURB STOPS. ACTUAL TREE REMOVALS WILL BE DETERMINED BYTHE ENGINEER AFTER THE PROPOSED CURB & GUTTER HAS BEEN STAKED.7.SHRUBS, BRUSH, AND CLEARING AND GRUBBING OF ANY TREE THAT IS LESS THAN 4INCHES DIAMETER SHALL BE CONSIDERED INCIDENTAL (SEE MNDOT SPEC. 2101).8.AREAS IDENTIFIED FOR TEMPORARY PATCHING SHALL BE COMPLETED AS DIRECTEDBY THE ENGINEER.9.CONTRACTOR SHALL PROVIDE DAILY TEMPORARY STABILIZATION OF ROADWAY ASDIRECTED BY ENGINEER.10.REMOVAL OF REINFORCEMENT IN THE EXISTING CONCRETE PAVEMENT ISINCIDENTAL TO THE REMOVE CONCRETE PAVEMENT BID ITEM.GRADING LIMITS (TYP.)B618 CONCRETECURB & GUTTER (TYP.)SAWCUT EX. DRIVEWAYPAVEMENT (TYP.)SEE INTERSECTIONDETAIL SHEET ID1SAWCUT & MATCH BITUMINOUS (TYP.)AS DIRECTED BY ENGINEERAPPROXIMATE EXCAVATION DEPTHEXISTING ℄ GRADEPROPOSED ℄ GRADE8' CONC. WALK (TYP.)SEE SHEETS PR1-PR2FOR PED RAMP DETAILSEND CURB & GUTTER.MATCH EXISTING (TYP.)RELOCATE UTILITY POLE& GUY WIRES (BY OTHERS)30' F-FHOLD/PROTECT UTILITY POLE(BY OTHERS)RELOCATE TELEPHONEPEDESTAL (BY OTHERS)LEGEND:DENOTES TREE TO BEREMOVEDSEE NOTE 7SEE SHEETS PR1-PR2FOR PED RAMP DETAILSSAWCUT & MATCH CONCRETE (TYP.)AS DIRECTED BY ENGINEERPAVEMENT MARKING (TYP.)SEE SHEETS SS1-SS9REMOVE BITUMINOUSPAVEMENTREMOVE CONCRETEPAVEMENT (TYP.)END CURB AND GUTTER, MATCH EXISTING (TYP.).WHERE NO EXISTING CURB EXISTS: FULL HEIGHT CURB TOEND RADIUS, BEAVER TAIL DOWN TO MATCH EXISTING (TYP.)STA 33+50END S.A.P. 128-408-002REMOVE CONCRETE WALK, B618C&G, AND PAVEMENT AS DIRECTEDBY ENGINEER6' CONCRETE WALKCOMMERCIAL CROSS GUTTER DRIVEWAY.SEE GV-STRT-050.INTEGRANT CURB INCIDENTAL (TYP.)TEMPORARY EASEMENT (TYP.)F&I CONCRETE SILL AT LOCATIONSWHEN WALK IS AT BACK OF CURB. SEE DETAIL ON D15.DECORATIVE 2' SHOULDER WITH SMOOTH TROWEL FINISH"WINDOWS" ON WALK (TYP). SEE DETAIL ON SHEET D5.478 855860865870875880885890855860865870875880885890871.0871.3871.6871.9872.2 872.5 872.7 873.0 873.3 873.6 874.0 874.2 874.7 875.2 875.7 876.4 877.0 870.90870.93871.34871.67872.00 872.33 872.66 872.99 873.32 873.66 873.99 874.32 874.68 875.18 875.76 876.35 876.9439+7540+0041+0042+0043+0044+0045+0046+0047+0048+001.18%0.66%1.00%-1.00%PVI STA=40+13.76EL=870.75PVI STA=40+23.00EL=870.66PVI STA=40+72.79EL=871.16 PVI STA=46+12.07PVI EL=874.73L=90'K=175.44PVC STA=45+67.07 EL=874.43 PVT STA=46+57.07 EL=875.26 8" CIP8" CIP8" CIP12" CIP8" CIP8" 8"8" CIP8" CIP>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>III IIIIIIIIIIIIISCO42"36"S36"STSTEPPTELTELPSTEL28"28"26"TVTELTSTEL36"STP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BUR10" PVC51" RCP ARCH12" RCP51" RCP ARCH15" RCP21" RCP12" RCP12" RCP 12" RCP1"8" 1100100057355645562556605640562056056"BIT.BIT.BIT.BIT.BIT.CONC.CONC.BOULDERBIT.BIT.CONC.LITTLE FREE LIBRARYCONC.SHRUBS w/ROCK MULCHCONC.CONC.BIT.BIT.MOD BLOCK LANDSCAPE EDGINGw/ WOOD CHIPST-BUR T-BUR T-BUR T-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BUR1" 1"1"1" 1" 1"1"48" RCP 51" RCP ARCH44" RCP A R C H>>>>>>>>>>12" RCP12" PCP>>12" PCP>>>>STG G GGGG GGGGGGGGGGGGGGP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OH1000 1100 8" 8" FO FO FO FOFOFO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOECTRLTVT-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-BURT-BUR T-BURG GFOFOFOFOT-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-BUR CAPPED 00+23 00+24 00+2500+4000+4100+4200+4300+4400+4500+4600+4700+48STA. 45+20.00BEGIN TRANSITION FROM30' F-F TO 26' F-F2.00%2.00%3.00%1.00%2.00%3.00%2.00%2.00%2.00%2.00%2.00%STA. 46+40.00END TRANSITION FROM30' F-F TO 26' F-FLINDSAY STREETSave: 1/26/2024 1:54 PM sprall Plot: 2/26/2024 12:41 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618GP_LINDSAY.dwg BENCHMARK EL. 875.89BENCHMARK EL. 881.310feetscale30603015Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02G53/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103GRADING PLANLINDSAY STREETZANE AVENUE AND LINDSAY STREETIMPROVEMENTSTNH STA.42+46, 23.0' RT.NOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.SEE SHEET G2SEE SHEET G6SEE SHEET G3 TNH STA.48+18, 22.6' RT.ZANE AVENUE LINDSAY STREETLEGEND:DENOTES TREE TO BEREMOVEDSEE NOTE 7ZANE AVENUENOTES: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 SHRUBS AS DIRECTED BY THE ENGINEER.6.REFER TO CLEARING AND GRUBBING SPECIAL PROVISION FOR DETAILS ABOUT THE REMOVAL NEAR CURB STOPS. ACTUAL TREE REMOVALS WILL BE DETERMINED BYTHE 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 PAVEMENT BID ITEM.GRADING LIMITS (TYP.)B618 CONCRETE CURB& GUTTER (TYP.)SAWCUT EX. DRIVEWAYPAVEMENT (TYP.)COMMERCIAL CROSS GUTTER DRIVEWAY.SEE GV-STRT-050.INTEGRANT CURB INCIDENTAL (TYP.)EXISTING R/W (TYP.)SEE INTERSECTIONDETAIL SHEET ID1APPROXIMATE EXCAVATION DEPTHEXISTING ℄ GRADEPROPOSED ℄ GRADE30' F-FPROTECT UTILITY POLERELOCATE LIGHTPOLE (BY OTHERS)PROTECT LIGHTPROTECT PEDESTALSALVAGE & INSTALLMAILBOX & SUPPORT (TYP.)PROTECT PEDESTALREMOVE BOLLARD (2)REMOVE BOLLARDCONCRETE DRIVEWAYAPRON (TYP.)PAVEMENT MARKING (TYP.)SEE SHEETS SS1-SS9REMOVE CONCRETEPAVEMENT (TYP.)END CURB AND GUTTER, MATCH EXISTING (TYP.).WHERE NO EXISTING CURB EXISTS: FULL HEIGHT CURB TOEND RADIUS, BEAVER TAIL DOWN TO MATCH EXISTING (TYP.)REMOVE LANDSCAPING ASDIRECTED BY ENGINEERSIGN (TYP.)SEE SHEETS SS1-SS926' F-FSALVAGE AND PLACE BOULDERAS DIRECTED BY ENGINEEREXISTING UTILITYEASEMENT (TYP.)SEE SHEETS ID2-ID6 FORDRIVEWAY DETAILS (TYP.)479 860865870875880885890895860865870875880885890895877.0877.6878.2878.8879.5 880.1 880.6 881.4 882.2 883.1 884.0 884.7 884.9 876.94877.53878.12878.70879.29 879.88 880.48 881.19 882.03 882.90 883.76 884.50 884.9348+0049+0050+0051+0052+0053+0054+0054+501.18%1.73%0.50%PVI STA=54+07.00EL=884.97PVI STA=53+54.13PVI EL=884.70L=100'K=81.21PVC STA=53+04.13 EL=883.83 PVT STA=54+04.13 EL=884.95 PVI STA=51+30.00PVI EL=880.82L=100'K=179.98PVC STA=50+80.00 EL=880.23 PVT STA=51+80.00 EL=881.69 9" VSP9" VSP8" DIP 8" VCP8" VCP8" VCP8" CIP 8" CIP8" C IP >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>III I IIIIIIII I ICO COETVTSTSSTE11"COS22"S16"SSE23"23"9"S20"20"42"36"SP-BURP-BURP-BURP-BURP-BURP-BUR8" DIP8" DIP21" RCP21" RCP1 5 " RCP 1 5 " 21" RC P5625562056005605554055355525553055205510 5505935CONC.CONC.BIT .BIT .ROCK MULCHLANDSCAPINGBIT.MODULAR BLOCKRETAIN ING WALLBIT.CONC.BIT.BIT.LITTLE FREE LIBRARY CONC.SHRUBS w/ROCK MULCHCONC.CONC.CONC.CONC.1"1"1"1"1"1"1"1" 1" 1" 1" 1" 1" 1"P-BURP-BURP-BURP-BURP-BURGGGGGGGGGGGGGP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHBIT .CONC.T-BURT-BURT-BURT-B U R T-BU R SCAPPED00+00+4800+4900+5000+5100+5200+5300+5446.27+54LINDSAY STREETSave: 1/26/2024 1:54 PM sprall Plot: 2/26/2024 12:42 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618GP_LINDSAY.dwg BENCHMARK EL. 881.31BENCHMARK EL. 889.750feetscale30603015Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02G63/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103GRADING PLANLINDSAY STREETZANE AVENUE AND LINDSAY STREETIMPROVEMENTSSEE SHEET G5TNH STA.48+18, 22.6' RT.NOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.TNH STA.53+50, 21.9' RT.LINDSAY STREETLILAC DRIVE N.NOTES:1.SEE INTERSECTION DETAILS (ID) FOR INTERSECTION GRADES.2.SEE PEDESTRIAN RAMP DETAILS (PR) FOR PEDESTRIAN RAMPDESIGN INFORMATION.3.CONTRACTOR SHALL REPLACE EXISTING SIGNS AS DIRECTED BYTHE ENGINEER. SEE SIGN TABULATION SHEET.4.CONTRACTOR SHALL PROVIDE TREE FENCING & TREEPROTECTION AS DIRECTED BY THE ENGINEER. SEE SPECIALPROVISIONS.5.CONTRACTOR SHALL REMOVE AND REPLACE SHRUBS ASDIRECTED BY THE ENGINEER.6.REFER TO CLEARING AND GRUBBING SPECIAL PROVISION FORDETAILS ABOUT THE REMOVAL NEAR CURB STOPS. ACTUAL TREEREMOVALS WILL BE DETERMINED BY THE ENGINEER AFTER THEPROPOSED CURB & GUTTER HAS BEEN STAKED.7.SHRUBS, BRUSH, AND CLEARING AND GRUBBING OF ANY TREETHAT IS LESS THAN 4 INCHES DIAMETER SHALL BE CONSIDEREDINCIDENTAL (SEE MNDOT SPEC. 2101).8.AREAS IDENTIFIED FOR TEMPORARY PATCHING SHALL BECOMPLETED AS DIRECTED BY THE ENGINEER.9.CONTRACTOR SHALL PROVIDE DAILY TEMPORARY STABILIZATIONOF ROADWAY AS DIRECTED BY ENGINEER.10.REMOVAL OF REINFORCEMENT IN THE EXISTING CONCRETEPAVEMENT IS INCIDENTAL TO THE REMOVE CONCRETE PAVEMENTBID ITEM.LEGEND:DENOTES TREE TO BEREMOVEDSEE NOTE 7GRADING LIMITS (TYP.)B618 CONCRETE CURB& GUTTER (TYP.)SAWCUT EX. DRIVEWAYPAVEMENT (TYP.)CONCRETE DRIVEWAYAPRON (TYP.)EXISTING R/W (TYP.)SEE INTERSECTIONDETAIL SHEET ID1APPROXIMATE EXCAVATION DEPTHEXISTING ℄ GRADEPROPOSED ℄ GRADESAWCUT & MATCH BITUMINOUS (TYP.)AS DIRECTED BY ENGINEEREND CURB & GUTTER.MATCH EXISTING (TYP.)26' F-FPROTECT LIGHTPROTECT LIGHTSALVAGE & INSTALLMAILBOX & SUPPORT (TYP.)REMOVE CONCRETEPAVEMENT (TYP.)REMOVEBITUMINOUSPAVEMENTEXISTING UTILITYEASEMENT (TYP.)MNDOT R/WMNDOT R/WSALVAGE AND INSTALL MODULARBLOCK RETAINING WALL, ASDIRECTED BY ENGINEER480 12" CIP>>>>>>>>>>>> >> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIIIIIIISSEWSECTRL20"8"ECTRLECTRLTXCGT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURII24" RCP24" HDPE18" HDPE12" RCPBIT.BIT.BIT.GRAVELBIT.BOULDERGRAVELBIT.T-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BUR48" RCP12" RCP12"P-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURGGGGGGGMODULAR BLOCKRETAINING WALL W/CHAIN LINK FENCESP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHUPRRUPRRLUCE LINE TRAILLUCE LINE TRAIL36" RCP>>>>>>>>>>>>>>>>FOFOFOFOFOFOFOFOFOFO>>>>FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOSTBIT.CONC.BIT.CONC.P-BURP-BURP-BURP-BURP-BURP-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-BURGGGGGCONC.WALKEND OF EXISTINGCROSSING PANELS4.50'5.25'5.25'CONC.WALKCONC.WALKPED.RAMPPED.RAMP8.00'8.00'6.66'ELECTRICAL BOXEXISTINGRAILSUPRR R.O.W.UPRRR.O.W.ROAD R/W30.00' F-FZANE AVENUE NUPRR R.O.W.UPRRR.O.W.UPRRR.O.W.ROAD R/WROAD R/WROAD R/W98.95°30.00' F-F13.50' DRIVE LANEREPLACE EX.CROSSWALKMARKINGSRELOCATE EXPOWER POLEW/ COBRAHEAD LIGHTPRIVATE ENTRANCEPRIVATE ENTRANCEEX. SANITARY (TYP.)EX. STORMSEWER (TYP.)EX./PROPOSED12" WATER MAIN (TYP.)EXISTINGSIGNALBUNGALOWPRIVATE ENTRANCE13.50' DRIVE LANE6.00'00+1700+1800+1922.64'18" RCP Cla s s V18" RCP Class V18" RCP Class V15" RCP Class V15" RCP Class V15" RCP Class V15" RCP Class V18" RCP Cla s s V 23.22'60" DIA. MH. CONNECTTO EX. 24" RCP23.67'77ROADCENTERLINEUPRR CENTERL I N E BITUMINOUSPAVEMENTBITUMINOUSPAVEMENTIIIIIIIIIIII10.00' MIN (TYP.)2129993311445511119881313131099812121212121212661930.00'8.00'6.66'64.00'15.00' (TYP.)2.00' (TYP.)30" RCP Class V1314661515154'11'6'17.23'11'17.69'19.90'21.11'6'ST1510'8.18'158608658708758808858908958608658708758808858908950.00%-0.54%-3.17%-3.52%-0.50%PVI STA=18+31.00 EL=877.90 PVI STA=18+21.00 EL=877.90 PVI STA=18+81.00PVI EL=877.63L=90'K=34.20PVC STA=18+36.00 EL=877.87 PVT STA=19+26.00 EL=876.20 PVI STA=17+71.00PVI EL=878.15L=90'K=29.78PVC STA=17+26.00EL=879.73 PVT STA=18+16.00 EL=877.92INV. 873.35EX. 72" RCP18" RCP Class V15" RCP Class V12" PVC WM12" PVC6.75'2.4'UPRRR.O.WREMOVE EX. 12" RCPUPRRR.O.W18" RCP Class V12" RCP SAN.880.6879.1 878.0 877.6 876.5 875.1 880.65878.99 878.05 877.77 876.93 875.4417+0018+0019+0019+50UPRR TO RELOCATE VEHICULAR DEVICE WITH GATE ARMMIN. 2' DETECTABLE WARNING STRIPUPRR TO REPLACE AND EXTEND CROSSING PANELSMIN.3' FROM EDGE OF TRAVELED WAY.REPLACE EX. 24" STOP LINE - MIN. 8' IN ADVANCE OF NEAREST RAILROADTRAFFIC CONTROL DEVICEMIN. 24" STRIP OF ASPHALT BETWEEN CROSSING SURFACE AND ROADWAYUNPAVED AREA (CLASS 5) AROUND DEVICES FOR MAINTENANCE ACCESS.MIN. 10' FROM CENTER OF TRACK, TAPERED CURBB618 CONCRETE CURB AND GUTTER (FULL HEIGHT)D412 CONCRETE CURB AND GUTTER(SURMOUNTABLE FOR MAINTENANCE ACCESS)12345678910EX. VEHICULAR DEVICE WITH GATE ARMEX. CURB AND GUTTER11STORM SEWER CATCH BASIN12REMOVE EX. STORM SEWER (CB OR RCP PIPE)13KEY NOTESCONNECT TO EXISTING CATCH BASIN/MANHOLE.FURNISH AND INSTALL NEW "BEEHIVE" GRATE ON EXISTING CATCH BASIN/MANHOLEADD 3 CU YD RIPRAP. RE-GRADE AROUND CB TO DRAIN.14APPROXIMATE STORM SEWER EXCAVATION LIMITS.DEPTH VARIES, SEE SHEET S10 FOR PROFILE VIEWS. APPROXIMATELY 4.5' DEEPEXCAVATIONS150feetscale1020105EXISTING ℄ GRADEPROPOSED ℄ GRADEMATCH EXISTING RAILELEVATION THROUGHCROSSING PANELS90 LF STEEL CASING PIPE (JACKED).INSTALL OUTSIDE EXISTING CASING PIPE. FIELD VERIFY SIZE. 24" DIA (MIN.)7/16" (MIN.) WALL THICKNESS.REMOVE EXISTING CASING PIPE AFTER NEW CASING IS INSTALLED (INCIDENTAL).PROVIDE CATHODIC PROTECTION, CASING SPACER, AND END SEALS (INCIDENTAL).FILL ANNULAR SPACE WITHIN THE CASING WITH AIR-BLOWN SAND (INCIDENTAL).Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02Save: 2/12/2024 1:38 PM sprall Plot: 2/26/2024 12:42 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618GP_RRXing.dwg G73/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103GRADING PLANUPRR CROSSING AT ZANE AVENUEZANE AVENUE AND LINDSAY STREETIMPROVEMENTSUPRR M.P. 4.28X-ING 185-033YNOTE:CONTRACTOR SHALL PROVIDE SHORING, TRACKMONITORING, AND GROUND MONITORING AS REQUIREDBY UPRR AND SUBMIT ASSOCIATED PLANS TOENGINEER PRIOR TO CONSTRUCTION481 875880885890895900905910875880885890895900905910908.7908.1908.4908.5908.2 908.0 907.3 905.8 903.6 901.0 898.9 897.7 896.6 895.7 894.7 893.3 891.7 890.2 908.31908.35908.60908.44 908.17 907.37 905.80 903.51 901.09 899.09 897.78 896.75 895.73 894.69 893.45 891.93 890.345+006+007+008+009+0010+0011+0012+0013+0014+009" VSP9" VSPSTA = 11+56.29 TC= 896.622197 , 0.3' L STA = 7+80.08TC= 908.28 , 0.4' L 12" PVC2198INV. 890.93 (N) INV. 878.90 (S) INV. 878.90 (N)SEWER REPAIR #1SEWER REPAIR #212" PVCOVER BURY WATER MAIN TOMAINTAIN 18" SEPARATIONBETWEEN SANITARY(INCIDENTAL). PROVIDE ONEFULL LENGTH OF PIPECENTERED UNDER SANITARY.F&I 12" - 22.5° BEND (2)F&I 12" - 22.5° BEND (2)9" VSP9" VSP16"12" CIP12" CIP>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIIIIIIIIIIISCOTVWWS5" 6" 12" 12" 8" 8" 14" 48"LIFTCOS3X4" 3X4" 4X4" 4X2" 4X4" 14" 24" 18" 12" 12" 12" 12" 18" 10" 20" 10"ECTRL5" 8" 8" 24" 24" 24"XCIIII12" HDPE6" HDPE6" HDPE6" HDPE6" HDPEII4" 10" HDPE701590070112" RCP12" RCP12" RCP12" RCPFMFMFMFMFMP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURGGGGGGGGGGGGGP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OH5900815T-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-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOT-BURT-BURT-BUR4"4" 8" 6" 10"00+00+600+700+800+900+1000+1100+1200+1300+14IIIIIIIIIIIIII21982197REMOVE HYDRANTREMOVE GATE VALVE & BOXREMOVE 13 LF 6" CIP WATERMAINSTA. 10+04.47, 20.67 LTF&I 12"X6" TEEF&I 10 LF 6" PVC WATERMAINF&I 6" GATE VALVE & BOXF&I HYDRANTREMOVE HYDRANTREMOVE GATE VALVE & BOXREMOVE 10 LF 6" CIP WATERMAINSTA. 6+17.55, 20.67 LTF&I 12"X6" TEEF&I 10 LF 6" PVC WATERMAINF&I 6" GATE VALVE & BOXF&I HYDRANTNOTES:1.CONTRACTOR SHALL CONTACT CITY PRIOR TO HYDRANTREMOVAL, SO CITY CAN REMOVE HYDRANT RODS.2.INSULATION SHALL BE INSTALLED IF: LESS THAN 24"CLEARANCE AT STORM CROSSINGS & LESS THAN 18" ATSANITARY CROSSING, OR AS DIRECTED BY THE ENGINEER.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.ZANE AVENUESave: 2/23/2024 10:19 AM sprall Plot: 2/26/2024 12:43 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618U01_ZANE.dwg BENCHMARK EL. 911.30BENCHMARK EL. 893.680feetscale30603015Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02U13/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103UTILITY PLANZANE AVENUEZANE AVENUE AND LINDSAY STREETIMPROVEMENTSOLSON MEMORIAL HWY. SERVICE ROADZANE AVENUETNH NW QUAD FRONTAGE RD & ZANE AVENOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.SEE SHEET U2TNH STA.13+94, 23.4' LT. F&I 12" SLEEVECONNECT TO EXISTING WATERMAIN12" PVC WATERMAINREMOVE MANHOLEREMOVE GATE VALVEF&I 12" GATE VALVE & BOXEXISTING 42" D.I.P. FORCE MAIN(MET COUNCIL)REMOVE GATE VALVE & BOXREMOVE 20 LF WATERMAINF&I 12"X4" TEEF&I 20 LF 4" PVC WATERMAINF&I 4" GATE VALVE & BOXCONNECT TO EXISTING WATERMAINAT POST INDICATOR VALVE10' MIN.REMOVE GATE VALVE & BOXREMOVE 45 LF WATERMAINF&I 12"x10" TEEF&I 45 LF 10" PVC WATERMAINF&I 10" GATE VALVE & BOXCONNECT TO EXISTING WATERMAINF&I PVC X HDPE COUPLING (INCIDENTAL)W/ STAINLESS STEEL STIFFENER (INCIDENTAL)EXISTING ℄ GRADEPROPOSED ℄ GRADEAPPROXIMATE EXCAVATION DEPTH7.5' MIN. BURYEXISTING 42" DIP FORCE MAIN.PROTECT AND SUPPORT AS DIRECTED BY MET COUNCIL.NOTIFY MET COUNCIL MIN. 48 HOURS PRIOR WORK NEARTHIS PIPE.LEGEND:DENOTES TREE TO BEREMOVEDSEE NOTE 8SANITARY REPAIR #1SANITARY REPAIR #2PROTECT EXISTINGSAN SERVICE (TYP.)STA 5+55BEGIN S.A.P. 128-408-002TEMPORARY EASEMENT (TYP.)ADJUST FRAME ANDRING CASTING (GATEVALVE MANHOLE)MNDOT R/WMNDOT R/WPROTECT POST INDICATOR VALVE482 860865870875880885890895860865870875880885890895890.2888.6887.0885.4883.8882.2 880.6 879.1 878.0 877.6 876.5 875.1 873.9 873.1 872.6 872.2 871.9 871.6 871.3 890.34888.76887.18885.59884.01882.38 880.65 878.99 878.05 877.77 876.93 875.44 874.00 873.10 872.65 872.21 871.78 871.35 870.9214+0015+0016+0017+0018+0019+0020+0021+0022+0023+009" VSPSTA = 14+80.10TC= 887.80INV. 876.26 (S)INV. 876.22 (N)2196, 0.6' L STA = 18+08.58 TC= 877.96 INV. 867.96 (S) INV. 867.83 (W) INV. 867.80 (E) INV. 868.36 (N)2195, 1.1' L9" VSP12" PVC12" PVC90 LF STEEL CASING PIPE (JACKED).INSTALL OUTSIDE EXISTING CASING PIPE. FIELD VERIFY SIZE. 24" DIA (MIN.)7/16" (MIN.) WALL THICKNESS.REMOVE EXISTING CASING PIPE AFTER NEW CASING IS INSTALLED (INCIDENTAL).PROVIDE CATHODIC PROTECTION, CASING SPACER, AND END SEALS (INCIDENTAL).FILL ANNULAR SPACE WITHIN THE CASING WITH AIR-BLOWN SAND (INCIDENTAL).SEWER REPAIR #2SEWER REPAIR #39" VSP12" CIP12" CIP4" 8" 8" >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIIIIIIIIIIITV18"SSEWS36"T24" 24" 24"SECTRL5"5"5"5"EE8"8"4"4"4"4"4"4"20" 8"ECTRLECTRLTSXCXCXCXCT-BURT-BURT-BURT-BUR48" RCP24" RCP24" HDPE18" HDPE18" HDPE18" HDPE15" HDPE24" HDPE6" HDPE6" HDPE6" HDPE6" HDPE6" HDPE6" HDPE12" RCP12" RCP12" RCP9259259008151"T-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BUR48" RCP48" RCP60" RCP72" RCP12" RCP12">>>>>>>>6" CMPP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURGGGGGGGGGGGGGGGGGP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHUPRRUPRRLUCE LINE TRAILLUCE LINE TRAIL701100036" RCP>>>>>>>>>>FOFOFOFOFOFOFOFOFOFO>>>>>>FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOSTP-BURP-BURP-BURP-BURP-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-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURGFOFOFOFOT-BURT-BURT-BURT-BURT-BURT-BURT-BUR30"00+1400+1500+1600+1700+1800+1900+2000+2100+2200+23IIIIIIIIIIIIIIIISTST21962195197REMOVE HYDRANTREMOVE GATE VAVLE & BOXREMOVE 11 LF 6" CIP WATERMAINSTA. 21+69.48, 20.67 LTF&I 12"X6" TEEF&I 10 LF 6" PVC WATERMAINF&I 6" GATE VALVE & BOXF&I HYDRANTREMOVE HYDRANTREMOVE GATE VALVE & BOXREMOVE 10 LF 6" CIP WATERMAINSTA. 17+72.79, 22.67 LTF&I 12"X6" TEEF&I 12 LF 6" PVC WATERMAINF&I 6" GATE VALVE & BOXF&I HYDRANTREMOVE HYDRANTREMOVE GATE VALVE & BOX (2)REMOVE 42 LF 6" CIP WATERMAINSTA. 16+37.15, 27.17 RTF&I 12"X6" TEEF&I 38 LF 6" PVC WATERMAINF&I 6" GATE VALVE & BOXF&I HYDRANTREMOVE HYDRANTREMOVE GATE VALVE & BOXREMOVE 13 LF 6" CIP WATERMAINSTA. 14+04.00, 20.67 LTF&I 12"X6" TEEF&I 10 LF 6" PVC WATERMAINF&I 6" GATE VALVE & BOXF&I HYDRANTNOTES:1.CONTRACTOR SHALL CONTACT CITY PRIOR TO HYDRANTREMOVAL, SO CITY CAN REMOVE HYDRANT RODS.2.INSULATION SHALL BE INSTALLED IF: LESS THAN 24"CLEARANCE AT STORM CROSSINGS & LESS THAN 18" ATSANITARY CROSSING, OR AS DIRECTED BY THE ENGINEER.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.ZANE AVENUESave: 2/23/2024 10:19 AM sprall Plot: 2/26/2024 12:43 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618U01_ZANE.dwg BENCHMARK EL. 885.60BENCHMARK EL. 875.690feetscale30603015Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02U23/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103UTILITY PLANZANE AVENUEZANE AVENUE AND LINDSAY STREETIMPROVEMENTSSEE SHEET U1 SEE SHEET U3ZANE AVENUETNH STA.16+57, 30.0' RT.TNH STA.21+60, 20.8' LT.NOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.12" PVC WATERMAINREMOVE GV & BOXREMOVE 14 LF WMF&I 12"x8" TEEF&I 14 LF 8" PVC WMF&I 8" GV & BOXF&I 8" SLEEVECONNECT TO EXISTING WM10' MIN.EXISTING ℄ GRADEPROPOSED ℄ GRADEAPPROXIMATE EXCAVATION DEPTH7.5' MIN. BURY72" RCP CROSSING(STORM SEWER)REMOVE GATE VALVE & BOXF&I GATE VALVE & BOXREMOVE MANHOLEREMOVE GATE VALVEF&I 12" GATE VALVE & BOXREMOVE GATE VALVE & BOXREMOVE 42 LF WATERMAINF&I 12"x6" TEEF&I 6" GATE VALVE & BOXF&I 42 LF 6" PVC WATERMAINF&I 6" SLEEVECONNECT TO EXISTING WATERMAINEXIST. R/W (TYP.)GRADING LIMITS (TYP.)REMOVE GATE VALVE & BOXREMOVE 20 LF 8" WATERMAINF&I 12"x8" TEEF&I 20 LF 8" PVC WATERMAINF&I 8" GATE VALVE & BOXCONNECT TO EXISTING WATERMAIN90 LF STEEL CASING PIPE (JACKED).INSTALL OUTSIDE EXISTING CASING PIPE.FIELD VERIFY SIZE. 24" DIA (MIN.)7/16" (MIN.) WALL THICKNESS.REMOVE EXISTING CASING PIPE AFTER NEWCASING IS INSTALLED (INCIDENTAL).PROVIDE CATHODIC PROTECTION, CASINGSPACER, AND END SEALS (INCIDENTAL).FILL ANNULAR SPACE WITHIN THE CASINGWITH AIR-BLOWN SAND (INCIDENTAL).REMOVE GATE VALVE & BOXREMOVE 20 LF WATERMAINF&I 12"X4" TEEF&I 4" GATE VALVE & BOXF&I 20 LF 4" PVC WATERMAINCONNECT TO EXISTING WATERMAINREMOVE WATER SERVICE PIPEF&I 40 LF 1" PE PIPEF&I 1" CORPORATION STOPF&I CURB STOP AND BOXF&I SADDLEF&I 2-1" STAINLESS STEEL INSERTS (INCIDENTAL)CONNECT TO EXISTING WATER SERVICE (TYP.)LEGEND:DENOTES TREE TO BEREMOVEDSEE NOTE 8SANITARY REPAIR #2SANITARY REPAIR #3PROTECT EXISTINGSAN SERVICE (TYP.)EXISTING UTILITYEASEMENT (TYP.)TEMPORARY EASEMENT (TYP.)483 850855860865870875880885850855860865870875880885871.3871.0871.0871.2871.5871.8 871.9 872.1 872.4 872.6 872.9 873.1 873.3 873.5 873.7 874.1 874.8 875.8 877.1 870.92870.69870.83871.08871.33871.58 871.83 872.08 872.33 872.58 872.83 873.08 873.33 873.58 873.83 874.13 874.79 875.84 877.2423+0024+0025+0026+0027+0028+0029+0030+0031+0032+00STA = 30+56.03 TC= 874.18 INV. 865.27 (SE) INV. 865.17 (NW) INV. 965.27 (SW) INV. 865.24 (W)2057, 0.3' R8" CIP8" CIP9" VSP12" PVC12" PVC12" PVCOVER BURY WATER MAIN TOMAINTAIN 24" SEPARATIONBETWEEN STORM SEWER(INCIDENTAL).OVER BURY WATER MAIN TO AVOIDSANITARY SERVICE (INCIDENTAL)OVER BURY WATER MAIN TO AVOIDSANITARY SERVICE (INCIDENTAL).4" INSULATION OVER SANITARY.67 SQ YD HIGH DENSITY POLYSTYRENEINSULATION. SEE GV-WM-050SEWER REPAIR #6STA = 27+35.55 TC= 872.50 INV. 866.24 (NW) INV. 866.29 (SE) INV. 866.58 (NE)2058, 0.5' R SEWER REPAIR #5SEWER REPAIR #4REPAIR SAG IN SANITARY SEWERREMOVE 50 LF SEWER PIPEF&I 50 LF 8" DUCTILE IRON PIPE SEWER CL 52 @ 0.28%CONNECT TO EXISTING SANITARY SEWERREPAIR SAG IN SANITARY SEWERREMOVE 50 LF SEWER PIPEF&I 50 LF 8" DUCTILE IRON PIPE SEWER CL 52 @ 0.30%CONNECT TO EXISTING SANITARY SEWER (2)REPAIR SAG IN SANITARY SEWERREMOVE 40 LF SEWER PIPEF&I 40 LF 8" DUCTILE IRON PIPE SEWER CL 52 @ 0.30%CONNECT TO EXISTING SANITARY SEWER (2)F&I 12" - 45° BEND (2)STA = 24+12.93TC= 870.832059 , 7.1' RINV. 867.36 (E)INV. 867.26 (NW)INV. 867.66 (SW)4" INSULATION OVER SANITARY.145 SQ YD HIGH DENSITY POLYSTYRENEINSULATION. SEE GV-WM-0508" CIP9" VSP8" CIP8" CIP12" CIP12" CIP8" CIP8"6" >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIIIIIIIIIIII28"28"TVTELT20"TSS20" 6" 8" 10" 12"STEL36"STCOCOP-BURP-BURP-BURP-BUR10" PVC10" PVC12" RCP51" RCP ARCH15" RCP21" RCP12" RCP12506005590511141109110010006"2" T-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BUR2"2"24" RCP48" RCP51" RCP ARCH>>12" PCP>>>>>>STGGGGGGGGP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OH11006005FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOECTRLTVT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURGGGGGGGGGGGGGT-BURFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOT-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-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-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURCAPPED30" 30"00+2300+2400+2500+2600+2700+2800+2900+3000+3100+3200+4000+41 IIIIIIIIIIIIIIIIIIISTCOCOCOS205720582059REMOVE HYDRANTREMOVE GATE VALVE & BOXREMOVE 14 LF 6" CIP WATERMAINSTA. 25+40.92, 20.67 LTF&I 12"X6" TEEF&I 10 LF 6" PVC WATERMAINF&I 6" GATE VALVE & BOXF&I HYDRANTREMOVE HYDRANTREMOVE GATE VALVE & BOXREMOVE 13 LF 6" CIP WATERMAINSTA. 29+59.20, 20.67 LTF&I 12"X6" TEEF&I 10 LF 6" PVC WATERMAINF&I 6" GATE VALVE & BOXF&I HYDRANTREMOVE GATE VALVE & BOXREMOVE 15 LF WATERMAINF&I 13 LF 6" PVC WATERMAINF&I 6" GATE VALVE & BOXNOTES:1.CONTRACTOR SHALL CONTACT CITY PRIOR TO HYDRANTREMOVAL, SO CITY CAN REMOVE HYDRANT RODS.2.INSULATION SHALL BE INSTALLED IF: LESS THAN 24"CLEARANCE AT STORM CROSSINGS & LESS THAN 18" ATSANITARY CROSSING, OR AS DIRECTED BY THE ENGINEER.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.ZANE AVENUESave: 2/23/2024 10:19 AM sprall Plot: 2/26/2024 12:43 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618U01_ZANE.dwg BENCHMARK EL. 875.36BENCHMARK EL. 876.250feetscale30603015Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02U33/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103UTILITY PLANZANE AVENUEZANE AVENUE AND LINDSAY STREETIMPROVEMENTSSEE SHEET U2SEE SHEET U5SEE SHEET U4ZANE AVENUELINDSAY STREET ZANE AVENUETNH STA.25+52, 21.7' LT.TNH STA.29+37, 22.0' LT.NOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.12" PVC WATERMAIN10' MIN.EXISTING ℄ GRADEPROPOSED ℄ GRADEAPPROXIMATE EXCAVATION DEPTH7.5' MIN. BURYF&I 12"x8" TEEF&I 12" GATE VALVE & BOXEXIST. R/W (TYP.)GRADING LIMITS (TYP.)F&I 12"-2212° BENDREMOVE GATE VALVE & BOXREMOVE 40 LF WATERMAINF&I 12"x6" TEEF&I 40 LF 6" PVC WATERMAINF&I 6" GATE VALVE & BOXF&I 6" SLEEVECONNECT TO EXISTING WATERMAINREMOVE GV & BOXREMOVE 40 LF WMF&I 12"x6" TEEF&I 40 LF 6" PVC WMF&I 6" GV & BOXF&I 6" SLEEVECONNECT TO EXISTING WM8" PVC WATERMAIN51" RCP ARCH CROSSING(STORM SEWER)REMOVE WATER SERVICE PIPEF&I 40 LF 2" PE PIPEF&I 2" CORPORATION STOPF&I CURB STOP AND BOXF&I SADDLEF&I 2-2" STAINLESS STEEL INSERTS (INCIDENTAL)CONNECT TO EXISTING WATER SERVICE (TYP.)4" INSULATION (TYP.)LEGEND:DENOTES TREE TO BEREMOVEDSEE NOTE 8REMOVE MANHOLEF&I MANHOLEREMOVE 20 LF WATERMAINF&I 12"x6" TEEF&I 20 LF 6" PVC WATERMAINF&I 6" GATE VALVE & BOXF&I 6" SLEEVECONNECT TO EXISTING WATERMAINTHIS EXISTING WATER SERVICE LOCATION ISAPPROXIMATE AND SIZE IS ESTIMATED (FIELD VERIFY)F&I 12" GATE VALVE & BOXREMOVE 35 LF SANITARY SERVICE PIPEF&I 35LF 6" DUCTILE IRON PIPE SEWER CL 52F&I 6" CLEANOUT ASSEMBLY W/ 6" SDR-26 RISER.16 SQ YD 4" INSULATION.CONNECT TO EXISTING SANITARY SERVICESANITARY REPAIR #4SANITARY REPAIR #5SANITARY REPAIR #6PROTECT EXISTINGSAN SERVICE (TYP.)8" DIP SAN8" DIP SAN8" DIP SANEXISTING UTILITYEASEMENT (TYP.)TEMPORARY EASEMENT (TYP.)THIS EXISTING WATER SERVICE LOCATION ISAPPROXIMATE AND SIZE IS ESTIMATED (FIELD VERIFY)THIS EXISTING WATER SERVICELOCATION IS APPROXIMATE ANDSIZE IS ESTIMATED (FIELD VERIFY)THIS EXISTING WATER SERVICELOCATION IS APPROXIMATE ANDSIZE IS ESTIMATED (FIELD VERIFY)484 855860865870875880885890855860865870875880885890875.8 877.1 880.1 880.7 875.84 877.24 879.93 880.7531+5032+0033+0034+009" VSPSTA = 33+03.67 TC= 879.94 INV. 864.43 (SE) INV. 864.40 (N)2055A, 3.5' L STA = 33+55.73 TC= 880.68 INV. 864.18 (S) INV. 864.46 (E) INV. 864.46 (W) INV. 864.32 (N)2055, 0.3' R9" VSP12" PVCSEWER REPAIR #6SEWERREPAIR #79" VSP9" VSP9" VSP9" VSP12" CIP12" CIP12" CIP4" CIP6" CIP8"6">>>>>>>>>>>> >>>>>>>>>>>>>>>>>>IIIIIIISWTTWST8" 10" 10"T12" RCP12" RCP125060052"GGGGP-OHP-OHP-OHP-OHP-OHP-OHP-OHGGGGGFOFOFOFOFOFOFOFOFOFOFOFOFOFOT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURFOFOFOFOFOFOFOT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BUR30"00+3200+3300+34III20552055AREMOVE HYDRANTREMOVE GATE VALVE & BOXREMOVE 15 LF WATERMAINSTA. 33+11.78, 23.66 LTF&I 12"X6" TEEF&I 13 LF 6" PVC WATERMAINF&I 6" GATE VALVE & BOXF&I HYDRANTNOTES:1.CONTRACTOR SHALL CONTACT CITY PRIOR TO HYDRANTREMOVAL, SO CITY CAN REMOVE HYDRANT RODS.2.INSULATION SHALL BE INSTALLED IF: LESS THAN 24"CLEARANCE AT STORM CROSSINGS & LESS THAN 18" ATSANITARY CROSSING, OR AS DIRECTED BY THE ENGINEER.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.ZANE AVENUESave: 2/23/2024 10:19 AM sprall Plot: 2/26/2024 12:44 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618U01_ZANE.dwg BENCHMARK EL. 883.690feetscale30603015Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02U43/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103UTILITY PLANZANE AVENUEZANE AVENUE AND LINDSAY STREETIMPROVEMENTSSEE SHEET U3 ZANE AVENUEGOLDEN VALLEY RD TNH SW QUAD GOLDEN VALLEY RD & ZANE AVENOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.12" PVC WATERMAIN10' MIN.EXISTING ℄ GRADEPROPOSED ℄ GRADEAPPROXIMATEEXCAVATION DEPTH7.5' MIN. BURYEXIST. R/W (TYP.)GRADING LIMITS (TYP.)F&I 12" SLEEVECONNECT TO EXISTING WATERMAINREMOVE MANHOLEREMOVE GATE VALVEF&I 12" GATE VALVE & BOXREMOVE GATE VALVE & BOXREMOVE 43 LF WATER MAINF&I 12" X 6" TEEF&I 43 LF 6" PVC WATERMAINF&I 6" GATE VALVE AND BOXF&I 6" SLEEVECONNECT TO EXISTING WATERMAINREMOVE GATE VALVE & BOXREMOVE 18 LF WATERMAINF&I 12" X 8" TEEF&I 18 LF 8" PVC WMF&I 8" GATE VALVE AND BOXF&I 8" SLEEVECONNECT TO EXISTING WATERMAINREMOVE WATER SERVICE PIPEF&I 18 LF 2" PE PIPEF&I 2" CORPORATION STOPF&I CURB STOP AND BOXF&I SADDLEF&I 2-2" STAINLESS STEEL INSERTS (INCIDENTAL)CONNECT TO EXISTING WATER SERVICE (TYP.)LEGEND:DENOTES TREE TO BEREMOVEDSEE NOTE 8SANITARY REPAIR #6SANITARY REPAIR #7STA 33+50END S.A.P. 128-408-002TEMPORARY EASEMENT (TYP.)485 855860865870875880885890855860865870875880885890STA = 47+96.12 TC= 876.88 INV. 870.00 (W) INV. 870.03 (E) INV. 870.30 (N)2062, 0.9' L STA = 45+43.12 TC= 874.26 INV. 869.08 (E) INV. 868.99 (W)2061, 0.7' L 871.0871.3871.6871.9872.2 872.5 872.7 873.0 873.3 873.6 874.0 874.2 874.7 875.2 875.7 876.4 877.0 870.90870.93871.34871.67872.00 872.33 872.66 872.99 873.32 873.66 873.99 874.32 874.68 875.18 875.76 876.35 876.9439+7540+0041+0042+0043+0044+0045+0046+0047+0048+008" CIP8" CIP8" CIP31.31" x 51.13" RCP-ARCH8" PVC8" PVCOVER BURY WATER MAIN TOMAINTAIN 18" SEPARATIONBETWEEN STORM SEWER(INCIDENTAL).OVER BURY WATER MAIN TOMAINTAIN 18" SEPARATION BETWEENSTORM SEWER (INCIDENTAL)4" INSULATION OVER SANITARY.125 SQ YD HIGH DENSITY POLYSTYRENEINSULATION. SEE GV-WM-0504" INSULATION OVER SANITARY.115 SQ YD HIGH DENSITY POLYSTYRENEINSULATION. SEE GV-WM-0504" INSULATION OVER SANITARY.155 SQ YD HIGH DENSITY POLYSTYRENEINSULATION. SEE GV-WM-050STA = 40+07.09TC= 870.83INV. 867.36 (E)INV. 867.26 (NW)INV. 867.66 (SW)2059, 0.7' L276 LF 10" DUCTILE IRON PIPESEWER CL 52 @ 0.28%STA = 47+96.12 TC= 876.88 INV. 870.00 (W) INV. 870.03 (E) INV. 870.30 (N)2062, 0.9' L 8" CIP8" CIP8" CIP12" CIP8" CIP8" 8"8" CIP8" CIP>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>III IIIIIIIIIIIIISCO42"36"S36"STSTEPPTELTELPSTEL28"28"26"TVTELTSTEL36"STP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BUR10" PVC51" RCP ARCH12" RCP51" RCP ARCH15" RCP21" RCP12" RCP12" RCP 12" RCP1"8" 1100100057355645562556605640562056056"BIT.BIT.BIT.BIT.BIT.CONC.CONC.BOULDERBIT.BIT.CONC.LITTLE FREE LIBRARYCONC.SHRUBS w/ROCK MULCHCONC.CONC.BIT.BIT.MOD BLOCK LANDSCAPE EDGINGw/ WOOD CHIPST-BUR T-BUR T-BUR T-BUR T-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BUR1" 1"1"1" 1" 1"1"48" RCP 51" RCP ARCH44" RCP A R C H>>>>>>>>>>12" RCP12" PCP>>12" PCP>>>>>>STG G GGG G GGGGGGGGGGGGGGP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OH1000 1100 8" 8" FO FO FO FOFOFO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOECTRLTVT-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-BURT-BUR T-BURG GFOFOFOFOT-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-BUR CAPPED 00+23 00+24 00+2500+4000+4100+4200+4300+4400+4500+4600+4700+48I I IIIIIIIIIIIIIIIIIST COCOCO S S2062206120602059REMOVE HYDRANTREMOVE GATE VALVE & BOXREMOVE 15 LF WATERMAINSTA. 42+17.32, 20.67 RTF&I 8"X6" TEEF&I 10 LF 6" PVC WATERMAINF&I 6" GATE VALVE & BOXF&I HYDRANTREMOVEMANHOLE.F&I MANHOLE.CONNECT TOEXISTINGSANITARYSEWER10" DIP SAN.STA. 46+90.22, 18.67 RF&I 8"x6" TEEF&I 10 LF 6" PVC WATERMAINF&I 6" GATE VALVE & BOXF&I HYDRANTNOTES:1.CONTRACTOR SHALL CONTACT CITY PRIOR TO HYDRANTREMOVAL, SO CITY CAN REMOVE HYDRANT RODS.2.INSULATION SHALL BE INSTALLED IF: LESS THAN 24"CLEARANCE AT STORM CROSSINGS & LESS THAN 18" ATSANITARY CROSSING, OR AS DIRECTED BY THE ENGINEER.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.LINDSAY STREETSave: 2/23/2024 8:41 AM sprall Plot: 2/26/2024 12:45 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618U02_LINDSAY.dwg BENCHMARK EL. 875.89BENCHMARK EL. 881.310feetscale30603015Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02U53/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103UTILITY PLANLINDSAY STREETZANE AVENUE AND LINDSAY STREETIMPROVEMENTSSEE SHEET U3SEE SHEET U2SEE SHEET U6TNH STA.42+46, 23.0' RT.TNH STA.48+18, 22.6' RT.NOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.ZANE AVENUE LINDSAY STREET8" PVC WATERMAINREMOVE GATE VALVE & BOXF&I 8" GATE VALVE & BOX10' MIN.REMOVE GATE VALVE & BOXREMOVE 39 LF WATERMAINF&I 8"x8" TEEF&I 39 LF 8" PVC WATERMAINF&I 8" GATE VALVE & BOXF&I 8" SLEEVECONNECT TO EXISTING WATERMAINEXISTING ℄ GRADEPROPOSED ℄ GRADEAPPROXIMATE EXCAVATION DEPTHREMOVE GATEVALVE & BOXF&I 12"x8" TEEREMOVE GATE VALVE & BOX (2)REMOVE 49 LF WATER MAINF&I 8"x8" TEE (2)F&I 40 LF 8" PVC WATERMAINF&I 8" GATE VALVE & BOX (2)F&I 8" SLEEVE (2)CONNECT TO EXISTING WATERMAIN (2)7.5' MIN. BURYREMOVE WATER SERVICE PIPEF&I 20 LF 1" PE PIPEF&I 1" CORPORATION STOPF&I CURB STOP AND BOXF&I SADDLEF&I 2-1" STAINLESS STEEL INSERTS (INCIDENTAL)CONNECT TO EXISTING WATER SERVICE (TYP.)F&I 8" - 1114° BENDREMOVE 276 LF SEWERPIPE (SANITARY)REMOVE SANITARY SERVICE PIPEF&I 10" X 6" DI WYEF&I 33 LF 6" DUCTILE IRON PIPE SEWER CL 52F&I 6" CLEANOUT ASSEMBLY W/ SDR-26 RISERCONNECT TO EX. SAN. SEWER SERVICE (TYP.)F&I 8" GATEVALVE & BOXSEWER REPAIR #9REMOVE WATER SERVICE PIPEF&I 8"x4" TEEF&I 40 LF 4" PVC WATERMAINF&I 4" GATE VALVE & BOXF&I 4" CAPTHIS EXISTING WATER SERVICE LOCATIONIS APPROXIMATE (FIELD VERIFY)REMOVE WATER SERVICE PIPEF&I 40 LF 1" PE PIPEF&I 1" CORPORATION STOPF&I CURB STOP AND BOXF&I SADDLEF&I 2-1" STAINLESS STEEL INSERTS (INCIDENTAL)CONNECT TO EXISTING WATER SERVICE (TYP.)SEWER REPAIR #8DO NOT REINSTATE CAPPEDSANITARY SERVICE UNLESSDIRECTED BY ENGINEER (TYP.)VERIFY SERVICECONFIGURATION PRIORTO INSTALLING TEESON MAIN8" X 8" CROSS MAY BE REQUIREDINSTEAD OF TWO TEES. FIELD VERIFY.SANITARY REPAIR #8SANITARY REPAIR #9SANITARYREPAIR #10PROTECT EXISTINGSAN SERVICE (TYP.)EXISTING UTILITYEASEMENT (TYP.)4" INSULATION (TYP.)REMOVE HYDRANTREMOVE GATE VALVE & BOXREMOVE 13 LF WATERMAIN4" INSULATION (TYP.)PROTECT LIGHT486 860865870875880885890895860865870875880885890895STA = 50+84.46 TC= 880.27 INV. 873.20 (S) INV. 871.12 (NW) INV. 871.42 (S) INV. 871.42 (S)2064, 0.6' R STA = 54+22.17 TC= 885.96 INV. 878.35 (W) INV. 879.04 (SW)3099, 44.8' R STA = 52+68.97 TC= 883.78 INV. 875.50 (E) INV. 875.38 (W)2762, 33.5' R STA = 51+40.63 TC= 881.79 INV. 874.37 (E) INV. 874.34 (NW) INV. 875.34 (S) INV. 875.34 (S)2761, 41.7' R STA = 51+03.48 TC= 880.88 INV. 873.96 (SE) INV. 873.91 (N)2760, 33.2' R STA = 49+84.48TC= 879.08INV. 870.63 (SE)INV. 870.58 (NW)2063, 1.3' L877.0877.6878.2878.8879.5 880.1 880.6 881.4 882.2 883.1 884.0 884.7 884.9 876.94877.53878.12878.70879.29 879.88 880.48 881.19 882.03 882.90 883.76 884.50 884.9348+0049+0050+0051+0052+0053+0054+0054+508" VCP8" VCP8" VCP9" VSP9" VSP8" PVC8" PVCOVER BURY WATER MAIN TO AVOID SANITARYSERVICE CONFLICTS (INCIDENTAL)8" CIP9" VSP9" VSP8" DIP 8" VCP8" VCP8" VCP8" CIP 8" CIP8" C IP >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>III I I IIIIIII I ICO COETVTSTSSTE11"COS22"S16"SSE23"23"9"S20"20"42"36"SP-BURP-BURP-BURP-BURP-BURP-BUR8" DIP8" DIP21" RCP21" RCP1 5 " RCP 1 5 " 21" RC P5625562056005605554055355525553055205510 5505935CONC.CONC.BIT .BIT .ROCK MULCHLANDSCAPINGBIT.MODULAR BLOCKRETAIN ING WALLBIT.CONC.BIT.BIT.LITTLE FREE LIBRARY CONC.SHRUBS w/ROCK MULCHCONC.CONC.CONC.CONC.1"1"1"1"1"1"1"1" 1" 1" 1" 1" 1" 1"P-BURP-BURP-BURP-BURP-BURGGGGGGGGGGGGGP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHBIT .CONC.T-BURT-BURT-BURT-B U R T-BU R SCAPPED00+00+4800+4900+5000+5100+5200+5300+5446.27+54IIIIIIIII I I I3099276227612760206420632062STA. 46+90.22, 18.67 RF&I 8"x6" TEEF&I 10 LF 6" PVC WATERMAINF&I 6" GATE VALVE & BOXF&I HYDRANTSTA. 51+86.98, 18.67 RTF&I 8"X6" TEEF&I 10 LF 6" PVC WATERMAINF&I 6" GATE VALVE & BOXF&I HYDRANTNOTES:1.CONTRACTOR SHALL CONTACT CITY PRIOR TO HYDRANTREMOVAL, SO CITY CAN REMOVE HYDRANT RODS.2.INSULATION SHALL BE INSTALLED IF: LESS THAN 24" CLEARANCEAT STORM CROSSINGS & LESS THAN 18" AT SANITARY CROSSING,OR AS DIRECTED BY THE ENGINEER.3.ALL PROPOSED HYDRANTS SHALL HAVE 8' BURY DEPTH.4.CONTRACTOR SHALL FURNISH & INSTALL NEW SANITARYCASTINGS ON ALL SANITARY STRUCTURES. SEE THE EXISTINGSANITARY SEWER STRUCTURE SCHEDULE.5.SEE THE EXISTING SANITARY SEWER STRUCTURE SCHEDULE ANDSPECIFICATIONS FOR RECONSTRUCT MH INFORMATION.6.SEE SANITARY SEWER REPAIR TABULATION FOR SANITARYSERVICE WYE GROUTING/ LINER INFORMATION.7.ONLY ACTIVE SEWER SERVICES SHALL BE REINSTATED AFTERLINING SEWER MAIN, OR AS DIRECTED BY THE ENGINEER.CONTRACTOR SHALL DETERMINE ACTIVE SERVICES DURINGPRE-CONSTRUCTION SEWER TELEVISING.8.REFER TO CLEARING AND GRUBBING SPECIAL PROVISIONS FORDETAILS ABOUT TREE REMOVAL NEAR CURB STOPS.9.CONTRACTOR SHALL MAKE USE OF TRENCH BOXES TO MINIMIZEDAMAGE AND/OR IMPACTS TO LANDSCAPING AS DIRECTED BYENGINEER.LINDSAY STREETSave: 2/23/2024 8:41 AM sprall Plot: 2/26/2024 12:45 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618U02_LINDSAY.dwg BENCHMARK EL. 881.31BENCHMARK EL. 889.750feetscale30603015Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02U63/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103UTILITY PLANLINDSAY STREETZANE AVENUE AND LINDSAY STREETIMPROVEMENTSSEE SHEET U5 LINDSAY STREETLILAC DRIVE N.TNH STA.48+18, 22.6' RT.TNH STA.53+50, 21.9' RT.NOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.8" PVC WATERMA IN 10' MIN.EXISTING ℄ GRADEPROPOSED ℄ GRADEAPPROXIMATE EXCAVATION DEPTHREMOVE GATE VALVE & BOX (2)F&I 8" GATE VALVE & BOX7.5' MIN. BURYF&I 8" SLEEVECONNECT TO EXISTING WMF&I (4) 8"-1114° BENDF&I 8"-2212° BENDREMOVE WATER SERVICE PIPEF&I 40 LF 1" PE PIPEF&I 1" CORPORATION STOPF&I CURB STOP AND BOXF&I SADDLEF&I 2-1" STAINLESS STEEL INSERTS (INCIDENTAL)CONNECT TO EX. WATER SERVICE (TYP.)F&I (2) 8"-2212° BENDF&I 8"-1114° BENDSEWER REPAIR #10SEWER REPAIR #11SEWER REPAIR #12SEWER REPAIR #13SEWER REPAIR #14SEWER REPAIR #15REMOVE WATER SERVICE PIPEF&I 20 LF 1" PE PIPEF&I 1" CORPORATION STOPF&I CURB STOP AND BOXF&I SADDLEF&I 2-1" STAINLESS STEEL INSERTS (INCIDENTAL)CONNECT TO EX. WATER SERVICE (TYP.)DO NOT REINSTATECAPPED SANITARY SERVICEUNLESS DIRECTED BYENGINEER (TYP.)CUT PROTRUDING SERVICE TAP(INCIDENTAL TO CIPP LINING)CUT PROTRUDING SERVICE TAP(INCIDENTAL TO CIPP LINING)CLEAN DEBRIS BLOCKINGSEWER SERVICE IN MANHOLE(INCIDENTAL TO CIPP LINING)SANITARY REPAIR #10SANITARY REPAIR #11SANITARY REPAIR #12SANITARY REPAIR #13SANITARY REPAIR #14SANITARYREPAIR #15PROTECT EXISTINGSAN SERVICE (TYP.)REMOVE CHUNK OF DEBRISIN PIPE (INCIDENTAL TO CIPP)EXISTING UTILITYEASEMENT (TYP.)REMOVE HYDRANTREMOVE GATE VALVE & BOXREMOVE 14LF WATERMAIN4" INSULATION (TYP.)ADJUST VALVE BOX - WATERMNDOT R/WMNDOT R/WPROTECT EXISTINGSAN CLEANOUT (TYP.)487 880885890895900905910915880885890895900905910915908.7908.1908.4908.5908.2 908.0 907.3 905.8 903.6 901.0 898.9 897.7 896.6 895.7 894.7 893.3 891.7 890.2 908.31908.35908.60908.44 908.17 907.37 905.80 903.51 901.09 899.09 897.78 896.75 895.73 894.69 893.45 891.93 890.345+006+007+008+009+0010+0011+0012+0013+0014+008" VCP8" VCP12" PVC12" PVCSTA = 6+15.45TC= 907.82INV. 904.48 (W)ST-10, 15.0' R 9" VSP9" VSP16"12" CIP12" CIP>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIIIIIIIIIIISCOTVWWS5" 6" 12" 12" 8" 8" 14" 48"LIFTCOS3X4" 3X4" 4X4" 4X2" 4X4" 14" 24" 18" 12" 12" 12" 12" 18" 10" 20" 10"ECTRL5" 8" 8" 24" 24" 24"XCIIII12" HDPE6" HDPE6" HDPE6" HDPE6" HDPEII4" 10" HDPE7015900701BIT.BIT.BIT.PAVERSPAVERSCONC.LANDSCAPINGLANDSCAPING w/ROCK MULCHCONC."PRAIRIE RESTORATION AREA"MODULAR BLOCKRETAINING WALLPIV12" RCP12" RCP12" RCP12" RCPFMFMFMFMFMP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURGGGGGGGGGGGGGP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHSTORM SIREN5900815BIT.CONC.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-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOT-BURT-BURT-BUR4"4" 8" 6" 10"IIIIIIIIIIIIII>>>>>COCOCO>CO00+500+600+700+800+900+1000+1100+1200+1300+14ST-11ST-1012" RCP12" RCP12" PVC WMNOTES: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 S7 - S9 FOR DETAILED STORM SEWERCROSSING PROFILE INFORMATION.4.CONTRACTOR SHALL FIELD VERIFY WATER MAINLOCATION NEAR STORM SEWER STRUCTURES ASNECESSARY AND AS DIRECTED BY THE ENGINEER.ZANE AVENUESave: 2/21/2024 4:05 PM sprall Plot: 2/26/2024 12:45 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618S01_Zane.dwg BENCHMARK EL. 911.30BENCHMARK EL. 893.680feetscale30603015Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02S13/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103STORM SEWER PLANZANE AVENUEZANE AVENUE AND LINDSAY STREETIMPROVEMENTSNOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.TNH NW QUAD FRONTAGE RD & ZANE AVETNH STA.13+94, 23.4' LT. SEE SHEET S2CONNECT TO EXISTING12" RCP STORM PIPE.VERIFY ELEVATIONREMOVE DRAINAGESTRUCTUREREMOVE 40 LFSEWER PIPE (STORM)REMOVE DRAINAGESTRUCTUREEXISTING R/W (TYP.)GRADING LIMITS (TYP.)SEE SHEET S7 - S9 FOR STORMSEWER PROFILES (TYP.)APPROXIMATE EXCAVATION DEPTHEXISTING ℄ GRADEPROPOSED ℄ GRADEZANE AVENUEOLSON MEMORIAL HWY. SERVICE ROAD30' F-F8' CONC. WALK (TYP.)STA 5+55BEGIN S.A.P. 128-408-002F&I 6" PERF PVC PIPE DRAIN (W/SOCK)AS DIRECTED BY THE ENGINEER (TYP.)F&I 6" PVC PIPE DRAINCLEANOUT (TYP.)TEMPORARY EASEMENT (TYP.)MNDOT R/WMNDOT R/W488 860865870875880885890895860865870875880885890895890.2888.6887.0885.4883.8882.2 880.6 879.1 878.0 877.6 876.5 875.1 873.9 873.1 872.6 872.2 871.9 871.6 871.3 890.34888.76887.18885.59884.01882.38 880.65 878.99 878.05 877.77 876.93 875.44 874.00 873.10 872.65 872.21 871.78 871.35 870.9214+0015+0016+0017+0018+0019+0020+0021+0022+0023+009" VSP12" PVC12" PVC12" PVCSTA = 16+70.44TC= 881.32INV. 876.99 (N)INV. 877.09 (W)ST-22, 15.0' R103 LF 15" RCP Class V @ 3.11%27 LF 18" RCP Class V @ 0.75%STA = 17+73.89 TC= 878.07 INV. 873.77 (S) INV. 873.67 (N) INV. 873.77 (W)ST-23, 15.0' R STA = 18+01.13 TC= 877.55 INV. 873.47 (S) INV. 873.37 (W)ST-24, 15.0' R STA = 20+86.86 TC= 872.40 INV. 868.10 (N) INV. 868.20 (W)ST-34, 15.0' R40 LF 18" RCP Class III @ 0.75%STA = 22+23.02 TC= 871.22 INV. 866.88 (S) INV. 866.78 (N) INV. 866.88 (W)ST-37, 15.0' R 119 LF 18" RCP Class III @ 1.00%10 LF 18" RCP Class III @ 0.75%STA = 21+26.98 TC= 872.05 INV. 867.80 (S) INV. 867.70 (N)ST-35, 15.0' R4' SUMPSTA = 21+36.98 TC= 871.97 INV. 867.63 (S) INV. 867.63 (NW) INV. 867.53 (N)ST-36, 15.0' R 86 LF 18" RCP Class III @ 0.75%72" RCP9" VSP12" CIP12" CIP4" 8" 8" >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIIIIIIIIIIITV18"SSEWS36"T24" 24" 24"SECTRL5"5"5"5"EE8"8"4"4"4"4"4"4"20" 8"ECTRLECTRLTSXCXCXCXCT-BURT-BURT-BURT-BUR48" RCP24" RCP24" HDPE18" HDPE18" HDPE18" HDPE15" HDPE24" HDPE6" HDPE6" HDPE6" HDPE6" HDPE6" HDPE6" HDPE12" RCP12" RCP12" RCP9259259008151"LANDSCAPING w/ROCK MULCHCONC.CHAIN LINK FENCEBIT.BIT.BIT.GRAVELBIT.BOULDERBOULDERBIT.BIT.CONC.BIT.ROCK MULCHBIT.GRAVELBIT."PRAIRIE RESTORATION AREA"CONC.MODULAR BLOCKRETAINING WALLT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BUR48" RCP48" RCP60" RCP72" RCP12" RCP12">>>>>>>>6" CMPP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURGGGGGGGGGGGGGGGGGMODULAR BLOCKRETAINING WALL W/CHAIN LINK FENCEP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHUPRRUPRRLUCE LINE TRAILLUCE LINE TRAIL701100036" RCP>>>>>>>>>>FOFOFOFOFOFOFOFOFOFO>>>>>>FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOSTBIT.CONC.BIT.CONC.P-BURP-BURP-BURP-BURP-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-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURGFOFOFOFOT-BURT-BURT-BURT-BURT-BURT-BURT-BUR30"B6 CURBB6 CURBIIIIIIIIIIIIIIIIST>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>COCOCOCOCOSTCO00+1400+1500+1600+1700+1800+1900+2000+2100+2200+23ST-22ST-20ST-21ST-25ST-23ST-24ST-34ST-32ST-3715" RCP18" RCP18" RCP15" RCP15" RCP18" RCP18" RCP18" RCP21" RCP15" RCP 15" RCPST-2630" RCP15" RCP15" RCPST-30ST-3118" RCPST-3518" RCPST-36EXMH51NOTES: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 S7 - S9 FOR DETAILED STORM SEWERCROSSING PROFILE INFORMATION.4.CONTRACTOR SHALL FIELD VERIFY WATER MAINLOCATION NEAR STORM SEWER STRUCTURES ASNECESSARY AND AS DIRECTED BY THE ENGINEER.ZANE AVENUESave: 2/21/2024 4:05 PM sprall Plot: 2/26/2024 12:46 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618S01_Zane.dwg BENCHMARK EL. 885.60BENCHMARK EL. 875.690feetscale30603015Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02S23/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103STORM SEWER PLANZANE AVENUEZANE AVENUE AND LINDSAY STREETIMPROVEMENTSNOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.TNH STA.16+57, 30.0' RT.TNH STA.21+60, 20.8' LT.SEE SHEET S1 SEE SHEET S3ZANE AVENUECONNECT TO EXISTING STRUCTUREF&I "BEEHIVE" CASTING ON EXISTING CATCH BASINF&I 3 CU YD RIPRAP AROUND INLETGRADE AREA TO DRAIN, AS DIRECTED BY ENGINEERREMOVE DRAINAGE STRUCTUREREMOVE 40 LFSEWER PIPE (STORM)EXISTING R/W (TYP.)GRADING LIMITS (TYP.)SEE SHEET S7 - S9 FOR STORMSEWER PROFILES (TYP.)REMOVE DRAINAGESTRUCTUREREMOVE 14 LF SEWER PIPE (STORM)BULKHEAD EX. 12" PIPE SEWER AT MANHOLEAPPROXIMATE EXCAVATION DEPTHEXISTING ℄ GRADEPROPOSED ℄ GRADE8' CONC. WALK (TYP.)30' F-FACTIVE 6" CMP STORM SEWER WITH UNKNOWNSOURCE UNDER EXISTING CURB. CONTRACTORTO LOCATE SOURCE, AS DIRECTED BYENGINEER (INCIDENTAL). CONNECT INTO STORMSEWER SYSTEM, AS DIRECTED BY ENGINEER.REMOVE 160 LFSEWER PIPE (STORM)CONNECT TO EXISTING24" RCP. VERIFY ELEVATIONREMOVE 11 LFSEWER PIPE (STORM)F&I 6" PERF PVC PIPE DRAIN (W/SOCK)AS DIRECTED BY THE ENGINEER (TYP.)F&I 6" PVC PIPE DRAINCLEANOUT (TYP.)EXISTING UTILITYEASEMENT (TYP.)TEMPORARY EASEMENT (TYP.)5.CONTRACTOR SHALL PROVIDE SHORING, TRACKMONITORING, AND GROUND MONITORING ASREQUIRED BY UPRR AND SUBMIT ASSOCIATEDPLANS TO ENGINEER PRIOR TO CONSTRUCTION489 850855860865870875880885850855860865870875880885871.3871.0871.0871.2871.5871.8 871.9 872.1 872.4 872.6 872.9 873.1 873.3 873.5 873.7 874.1 874.8 875.8 877.1 870.92870.69870.83871.08871.33871.58 871.83 872.08 872.33 872.58 872.83 873.08 873.33 873.58 873.83 874.13 874.79 875.84 877.2423+0024+0025+0026+0027+0028+0029+0030+0031+0032+009" VSP8" VCP12" PVC12" PVC12" PVCSTA = 23+41.91TC= 870.27INV. 865.60 (S)INV. 865.50 (N)ST-38, 15.0' R10 LF 21" RCP Class III@ 1.00%STA = 23+51.91TC= 870.20INV. 865.40 (S)INV. 865.30 (W)ST-39, 15.0' RSTA = 24+47.92TC= 870.68ST-72, 16.5' R10 LF 27" RCP Class III @ 0.50%STA = 24+57.38TC= 870.75ST-71, 15.7' R42 LF 27" RCP Class III @ 0.50%STA = 24+97.94TC= 870.96INV. 863.42 (NW)INV. 863.32 (SE)INV. 864.19 (W)ST-70, 15.0' R78 LF 24" RCP Class III @ 0.75%STA = 26+33.40 TC= 871.64ST-68, 15.0' R 39 LF 24" RCP Class III @ 0.65%STA = 26+72.66 TC= 871.83 INV. 867.32 (NW) INV. 867.22 (SE) INV. 868.33 (SW) INV. 867.32 (NE)ST-67, 15.0' R 76 LF 24" RCP Class III @ 0.50%171 LF 21" RCP Class III @ 0.60%81 LF 15" RCP Class V @ 0.65%STA = 30+86.96 TC= 874.22 INV. 870.12 (SE) INV. 870.22 (NW)ST-58, 15.0' R INV. 864.55 (SE)INV. 860.95 (E)INV. 860.95 (SW)INV. 862.97 (NW) STA = 27+48.67 TC= 872.21 INV. 867.80 (NW) INV. 867.70 (SE) INV. 868.15 (SW)ST-65, 15.0' R INV. 863.12 (NW)INV. 863.02 (SE) INV. 866.96 (NW) INV. 866.86 (SE)8" CIP58 LF 24" RCP Class III @ 0.65%STA = 25+75.74TC= 871.35INV. 864.00 (SE)INV. 866.48 (NW)ST-69, 15.0' R STA = 29+19.73 TC= 873.07ST-64, 15.0' R25 LF 21" RCP Class III @ 0.60%STA = 29+44.82 TC= 873.19ST-63, 15.0' R INV. 868.93 (NW) INV. 868.83 (SE) INV. 868.92 (SW) INV. 869.18 (NE) INV. 869.08 (SE) INV. 869.18 (NW)113 LF 15" RCP Class V @ 0.76%4' SUMP62 LF 18" RCP Class III @ 0.50%STA = 30+06.33 TC= 873.50 INV. 869.59 (NW) INV. 869.49 (SE)ST-59, 15.0' R4' SUMP8" CIP9" VSP8" CIP8" CIP12" CIP12" CIP8" CIP8"6" >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIIIIIIIIIIII28"28"TVTELT20"TSS20" 6" 8" 10" 12"STEL36"STCOCOP-BURP-BURP-BURP-BUR10" PVC10" PVC12" RCP51" RCP ARCH15" RCP21" RCP12" RCP12506005590511141109110010006"2" CONC.BIT.BIT.BIT.BIT.V-CURBBIT.BIT.CONC.CONC.BOULDERSBIT.CONC.BIT.BIT.BIT.BIT.ROCK MULCHT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BUR2"2"24" RCP48" RCP51" RCP ARCH>>12" PCP>>>>>>STGGGGGGGGP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OH11006005FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOECTRLTVT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURGGGGGGGGGGGGGT-BURFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOT-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-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-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURCAPPED30" 30"IIIIIIIIIIIIIIIIIIISTCOCOCO>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>CO>>>S00+2300+2400+2500+2600+2700+2800+2900+3000+3100+3200+4000+41 ST-58ST-60ST-62ST-65ST-51ST-81ST-41ST-67ST-68ST-52ST-71ST-39ST-72ST-70ST-54ST-33ST-80ST-40ST-73ST-5515" RCP21" RCP 21" RCP18" RCP51" SPAN RCP ARCH51" SPAN RCP ARCH15" RCP18" RCP21" RCP24" RCP24" RCP24" RCP27" RCP27" RCP18" RCP21" RCP21" RCP 21" RCP15" RCP15" RCP12" HDPE15" RCP 15" RCP 15" RCPST-38ST-85ST-6924" RCP18" RCP21" RCPST-63ST-6415" RCPST-5015" RCP15" RCP12" RCPST-57ST-56ST-6118" RCPST-5918" RCP18" RCPST-66ST-53NOTES: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 S7 - S9 FOR DETAILED STORM SEWERCROSSING PROFILE INFORMATION.4.CONTRACTOR SHALL FIELD VERIFY WATER MAINLOCATION NEAR STORM SEWER STRUCTURES ASNECESSARY AND AS DIRECTED BY THE ENGINEER.ZANE AVENUESave: 2/21/2024 4:05 PM sprall Plot: 2/26/2024 12:46 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618S01_Zane.dwg BENCHMARK EL. 875.36BENCHMARK EL. 876.250feetscale30603015Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02S33/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103STORM SEWER PLANZANE AVENUEZANE AVENUE AND LINDSAY STREETIMPROVEMENTSNOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.SEE SHEET S2SEE SHEET S5SEE SHEET S4TNH STA.25+52, 21.7' LT.TNH STA.29+37, 22.0' LT.ZANE AVENUELINDSAY STREETREMOVE 200 LFSEWER PIPE (STORM)EXISTING R/W (TYP.)GRADING LIMITS (TYP.)SEE SHEET S7 - S9 FOR STORMSEWER PROFILES (TYP.)REMOVE DRAINAGESTRUCTUREREMOVE 57 LF SEWER PIPE (STORM)REMOVE 43 LF SEWER PIPE (STORM)REMOVE DRAINAGESTRUCTURECONNECT TO EXISTING 51" RCP ARCHSTORM PIPE. VERIFY ELEVATIONREMOVE DRAINAGE STRUCTURECONNECT TO EXISTING48" RCP STORM SEWER (2).VERIFY ELEVATIONREMOVE 23 LF SEWERPIPE (STORM).CONNECT TO EXISTING12" HDPE STORM SEWER.VERIFY ELEVATIONREMOVE DRAINAGESTRUCTUREREMOVE DRAINAGESTRUCTUREAPPROXIMATE EXCAVATION DEPTHEXISTING ℄ GRADEPROPOSED ℄ GRADEZANE AVENUE8' CONC. WALK (TYP.)30' F-FREMOVE 43 LF SEWER PIPE (STORM)BULKHEAD EX. 21" PIPE SEWER AT MANHOLEF&I 6" PERF PVC PIPE DRAIN (W/SOCK)AS DIRECTED BY THE ENGINEER (TYP.)F&I 6" PVC PIPE DRAINCLEANOUT (TYP.)EXISTING UTILITYEASEMENT (TYP.)EXISTING UTILITYEASEMENT (TYP.)TEMPORARY EASEMENT (TYP.)490 855860865870875880885890855860865870875880885890875.8 877.1 880.1 880.7 875.84 877.24 879.93 880.7531+5032+0033+0034+009" VSP8" VCP12" RCP12" PVCSTA = 32+00.10 TC= 876.88 INV. 871.18 (SW) INV. 871.08 (SE)ST-57, 15.0' R 9" VSP9" VSP9" VSP9" VSP12" CIP12" CIP12" CIP4" CIP6" CIP8"6">>>>>>>>>>>> >>>>>>>>>>>>>>>>>>IIIIIIISWTTWST8" 10" 10"T12" RCP12" RCP12506005BIT.CONC.BIT.BOULDERSBIT.BIT.2"GGGGP-OHP-OHP-OHP-OHP-OHP-OHP-OHCONC.BIT.GGGGGFOFOFOFOFOFOFOFOFOFOFOFOFOFOT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURFOFOFOFOFOFOFOT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BUR30"III>>>>>>>>>>>>>>>>>>COCO00+3200+3300+34CB9CB815" RCP15" RCP12" RCPST-57ST-56NOTES: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 S7 - S9 FOR DETAILED STORM SEWERCROSSING PROFILE INFORMATION.4.CONTRACTOR SHALL FIELD VERIFY WATER MAINLOCATION NEAR STORM SEWER STRUCTURES ASNECESSARY AND AS DIRECTED BY THE ENGINEER.ZANE AVENUESave: 2/21/2024 4:05 PM sprall Plot: 2/26/2024 12:46 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618S01_Zane.dwg BENCHMARK EL. 883.690feetscale30603015Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02S43/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103STORM SEWER PLANZANE AVENUEZANE AVENUE AND LINDSAY STREETIMPROVEMENTSNOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.SEE SHEET S3 ZANE AVENUEGOLDEN VALLEY RD TNH SW QUAD GOLDEN VALLEY RD & ZANE AVEEXISTING R/W (TYP.)GRADING LIMITS (TYP.)APPROXIMATE EXCAVATION DEPTHEXISTING ℄ GRADEPROPOSED ℄ GRADE8' CONC. WALK (TYP.)30' F-FF&I 6" PERF PVC PIPE DRAIN (W/SOCK)AS DIRECTED BY THE ENGINEER (TYP.)F&I 6" PVC PIPE DRAINCLEANOUT (TYP.)EXTEND TO R/W. BULKHEAD END OFPIPE AS DIRECTED BY ENGINEER.STA 33+50END S.A.P. 128-408-002TEMPORARY EASEMENT (TYP.)491 10" SDR-26 PVC855860865870875880885890855860865870875880885890871.0871.3871.6871.9872.2 872.5 872.7 873.0 873.3 873.6 874.0 874.2 874.7 875.2 875.7 876.4 877.0 870.90870.93871.34871.67872.00 872.33 872.66 872.99 873.32 873.66 873.99 874.32 874.68 875.18 875.76 876.35 876.9439+7540+0041+0042+0043+0044+0045+0046+0047+0048+0044 LF 21" RCP Class III @ 0.50%125 LF 21" RCP Class III @ 0.40%STA = 40+44.22TC= 870.39INV. 864.77 (SE)INV. 864.77 (E)INV. 864.77 (NW)ST-85, 15.0' LSTA = 24+47.92TC= 870.68INV. 864.55 (SE)INV. 860.95 (E)INV. 860.95 (SW)INV. 862.97 (NW)ST-72, 16.5' RSTA = 41+69.45TC= 871.44INV. 865.27 (E)INV. 865.27 (W)INV. 865.27 (S)ST-84, 15.0' L181 LF 18" RCP Class III @ 0.35%STA = 43+50.42 TC= 872.64 INV. 865.90 (S) INV. 865.90 (W)ST-83, 15.0' L STA = 45+14.75 TC= 873.72 INV. 870.23 (S) INV. 870.13 (N)ST-91, 15.0' L8" PVC8" PVC8" CIP4' SUMP4' SUMP8" CIP8" CIP8" CIP12" CIP8" CIP8" 8"8" CIP8" CIP>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>III IIIIIIIIIIIIISCO42"36"S36"STSTEPPTELTELPSTEL28"28"26"TVTELTSTEL36"STP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BUR10" PVC51" RCP ARCH12" RCP51" RCP ARCH15" RCP21" RCP12" RCP12" RCP 12" RCP1"8" 1100100057355645562556605640562056056"BIT.BIT.BIT.BIT.BIT.CONC.CONC.BOULDERBIT.BIT.CONC.LITTLE FREE LIBRARYCONC.SHRUBS w/ROCK MULCHCONC.CONC.BIT.BIT.MOD BLOCK LANDSCAPE EDGINGw/ WOOD CHIPST-BUR T-BUR T-BUR T-BUR T-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BUR1" 1"1"1" 1" 1"1"48" RCP 51" RCP ARCH44" RCP A R C H>>>>>>>>>>12" RCP12" PCP>>12" PCP>>>>>>STG G GGGG GGGGGGGGGGGGGGP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OH1000 1100 8" 8" FO FO FO FOFOFO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOECTRLTVT-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-BURT-BUR T-BURG GFOFOFOFOT-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-BUR CAPPED 00+23 00+24 00+2500+4000+4100+4200+4300+4400+4500+4600+4700+48I I IIIIIIIIIIIIIIIIIST COCOCO>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>COCO>>>S SST-91ST-90ST-83ST-82ST-84ST-38ST-39ST-72ST-70ST-33ST-80ST-40ST-73ST-85ST-5515" RCP 15" RCP15" RCP15" RC P18" RCP21" RCP21" RCP18" RCP 51" SPANRCP ARCH24" RCP27" RCP27" RCP18" RCP 21" RCP21" RCP21" RCP15" RCP15" RCP15" RCPST-71ST-41ST-81NOTES: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 S7 - S9 FOR DETAILED STORM SEWERCROSSING PROFILE INFORMATION.4.CONTRACTOR SHALL FIELD VERIFY WATER MAINLOCATION NEAR STORM SEWER STRUCTURES ASNECESSARY AND AS DIRECTED BY THE ENGINEER.LINDSAY STREETSave: 1/9/2024 9:54 AM sprall Plot: 2/26/2024 12:47 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618S01_Lindsay.dwg BENCHMARK EL. 875.89BENCHMARK EL. 881.310feetscale30603015Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02S53/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103STORM SEWER PLANLINDSAY STREETZANE AVENUE AND LINDSAY STREETIMPROVEMENTSNOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.SEE SHEET S3SEE SHEET S2SEE SHEET S6TNH STA.42+46, 23.0' RT.TNH STA.48+18, 22.6' RT.ZANE AVENUE LINDSAY STREET51" SPANRCP ARCHEXISTING ℄ GRADEPROPOSED ℄ GRADEAPPROXIMATE EXCAVATION DEPTHEXISTING R/W (TYP.)GRADING LIMITS (TYP.)CONNECT TO EXISTINGDRAINAGE STRUCTURESEE SHEET S7 - S9 FORSTORM SEWER PROFILES(TYP.)CONNECT TO EXISTING51" SPAN RCP STORM PIPE.VERIFY ELEVATIONREMOVE DRAINAGESTRUCTUREREMOVE DRAINAGESTRUCTUREREMOVE DRAINAGESTRUCTUREREMOVE DRAINAGESTRUCTUREREMOVE 44 LFSEWER PIPE (STORM)REMOVE 42 LFSEWER PIPE (STORM)REMOVE 34 LFSEWER PIPE (STORM)30' F-FF&I 6" SUBGRADE DRAIN SYSTEM ASDIRECTED BY THE ENGINEER (TYP.)F&I 4" SUMP DRAIN STUB ASDIRECTED BY THE ENGINEER (TYP.)F&I 6" PVC PIPE DRAINCLEANOUT (TYP.)REMOVE 22 LFSEWER PIPE (STORM)26' F-FEXISTING UTILITYEASEMENT (TYP.)492 9" VSP9" VSP8" DIP 8" VCP8" VCP8" VCP8" CIP 8" CIP8" C IP >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>III I I IIIIIII I ICO COETVTSTSSTE11"COS22"S16"SSE23"23"9"S20"20"42"36"SP-BURP-BURP-BURP-BURP-BURP-BUR8" DIP8" DIP21" RCP21" RCP1 5 " RCP 1 5 " 21" RC P5625562056005605554055355525553055205510 5505935CONC.CONC.BIT .BIT .ROCK MULCHLANDSCAPINGBIT.MODULAR BLOCKRETAINING WALLBIT.CONC.BIT.BIT.LITTLE FREE LIBRARY CONC.SHRUBS w/ROCK MULCHCONC.CONC.CONC.CONC.1"1"1"1"1"1"1"1" 1" 1" 1" 1" 1" 1"P-BURP-BURP-BURP-BURP-BURGGGGGGGGGGGGGP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHBIT.CONC.T-BURT-BURT-BURT-BU R T-BU R SCAPPED00+00+4800+4900+5000+5100+5200+5300+5446.27+54IIIIIIIII I I I>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>COCOCOCOCOCOCOCONOTES: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 S7 - S9 FOR DETAILED STORM SEWERCROSSING PROFILE INFORMATION.4.CONTRACTOR SHALL FIELD VERIFY WATER MAINLOCATION NEAR STORM SEWER STRUCTURES ASNECESSARY AND AS DIRECTED BY THE ENGINEER.860865870875880885890895860865870875880885890895877.0877.6878.2878.8879.5 880.1 880.6 881.4 882.2 883.1 884.0 884.7 884.9 876.94877.53878.12878.70879.29 879.88 880.48 881.19 882.03 882.90 883.76 884.50 884.9348+0049+0050+0051+0052+0053+0054+0054+508" PVC8" PVC9" VSP9" VSP8" VCP8" VCP8" VCPLINDSAY STREETSave: 1/9/2024 9:54 AM sprall Plot: 2/26/2024 12:47 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618S01_Lindsay.dwg BENCHMARK EL. 881.31BENCHMARK EL. 889.750feetscale30603015Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02S63/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103STORM SEWER PLANLINDSAY STREETZANE AVENUE AND LINDSAY STREETIMPROVEMENTSNOTE: HYDRANTS WILL BE REMOVEDIN THIS AREA. THE CITY WILL ESTABLISHNEW BENCHMARKS AFTER NEW HYDRANTSARE INSTALLED.SEE SHEET S5 LINDSAY STREETLILAC DRIVE N.TNH STA.48+18, 22.6' RT.TNH STA.53+50, 21.9' RT.EXISTING ℄ GRADEPROPOSED ℄ GRADEAPPROXIMATE EXCAVATION DEPTHEXISTING R/W (TYP.)GRADING LIMITS (TYP.)26' F-FF&I 6" SUBGRADE DRAIN SYSTEM ASDIRECTED BY THE ENGINEER (TYP.)F&I 4" SUMP DRAIN STUB ASDIRECTED BY THE ENGINEER (TYP.)F&I 6" PVC PIPE DRAINCLEANOUT (TYP.)EXISTING UTILITYEASEMENT (TYP.)MNDOT R/WMNDOT R/W493 EX CB 16 TO EX MH 52860865870875880885890860865870875880885890ST-31 TO ST-36860865870875880885890860865870875880885890ST-10 TO ST-11895900905910915920895900905910915920ST-20 TO ST-22870875880885890895870875880885890895ST-21 TO ST-23865870875880885890865870875880885890ST-24 TO ST-26865870875880885890895865870875880885890895ST-32 TO ST-37860865870875880885890860865870875880885890ST-30 TO ST-3486086587087588088589086086587087588088589012" RCP SAN9" VSP9" VSP9" VSP12" PVC WM12" PVC WM12" PVC WM12" PVC WMW/ CASING12" PVC WM12" PVC WM12" PVC WM8 LF12" RCP Class V @ 1.00%30 LF 12" RCP Class V @ 1.00%30 LF 15" RCP Class V @ 0.75%19 LF 18" RCP Class V @ 1.50%30 LF 18" RCP Class V @ 1.50%30 LF 15" RCP Class V @ 1.22%10 LF 30" RCP Class V @ 6.00%36" RCPMH52CB1630 LF 15" RCP Class V @ 0.75%32 LF 15" RCP Class V @ 0.91%39 LF 15" RCP Class V @ 1.00%INV. 904.18 (E)INV. 904.18 (W)STA = 6+15.45TC= 907.82INV. 904.48 (W)ST-10, 15.0' R STA = 16+70.44 TC= 881.32INV. 877.32 (E)ST-20, 15.0' L STA = 16+70.44 TC= 881.32 INV. 876.99 (N) INV. 877.09 (W)ST-22, 15.0' R INV. 872.92 (E) INV. 872.89 (W) STA = 18+01.13 TC= 877.55 INV. 873.47 (S) INV. 873.37 (W)ST-24, 15.0' R STA = 18+07.80 TC= 879.19 INV. 872.61 (E) INV. 872.51 (S) INV. 872.51 (N)ST-26, 33.7' L STA = 18+05.37 TC= 877.65ST-25, 15.0' L STA = 6+11.30TC= 907.84ST-11, 15.0' LSTA = 18+07.80TC= 879.19ST-26, 33.7' LINV. 872.61 (E)INV. 872.51 (S)INV. 872.51 (N) STA = 17+77.79 TC= 878.00INV. 874.00 (E)ST-21, 15.0' L STA = 17+73.89 TC= 878.07 INV. 873.77 (S) INV. 873.67 (N) INV. 873.77 (W)ST-23, 15.0' R STA = 20+76.55 TC= 872.49INV. 868.49 (E)ST-30, 15.0' L STA = 20+86.86 TC= 872.40 INV. 868.10 (N) INV. 868.20 (W)ST-34, 15.0' R STA = 21+61.70 TC= 871.75INV. 868.02 (SE)ST-31, 15.0' L STA = 21+36.98 TC= 871.97 INV. 867.63 (S) INV. 867.63 (NW) INV. 867.53 (N)ST-36, 15.0' R STA = 22+19.47 TC= 871.25INV. 867.25 (E)ST-32, 15.0' L STA = 22+23.02 TC= 871.22 INV. 866.88 (S) INV. 866.78 (N) INV. 866.88 (W)ST-37, 15.0' R8 LF 24" RCP Class III @ 0.56%4' SUMPINV. 871.88 (S)INV. 871.20 (N)STA = 18+18.08TC= 877.20EXMH51 , 31.8' LSave: 2/20/2024 2:31 PM sprall Plot: 2/26/2024 12:48 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618S03_StormProfiles.dwgRev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02S73/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103ZANE AVENUE AND LINDSAY STREETIMPROVEMENTSSTORM SEWER PROFILES494 ST-51 TO ST-65860865870875880885890860865870875880885890ST-39 TO ST-41855860865870875880885855860865870875880885ST-53 TO ST-70855860865870875880885855860865870875880885ST-52 TO ST-66860865870875880885890860865870875880885890ST-56 TO ST-57860865870875880885890860865870875880885890ST-50 TO ST-64860865870875880885890860865870875880885890ST-55 TO ST-69855860865870875880885855860865870875880885ST-40 TO ST-468558608658708758808858558608658708758808858" CIP SAN8" CIP SAN8" CIP SAN9" VSP12" PVC WM12" PVC WM12" PVC WM12" PVC WM12" PVC WM30 LF 21" RCP Class III @ 1.00%20 LF 21" RCP Class III @ 1.00%8 LF 12" HDPE @ 0.25%30 LF 15" RCP Class V @ 1.00%30 LF 15" RCP Class V @ 0.50%30 LF 15" RCP Class V @ 0.50%10 LF 15" RCP Class V @ 2.00%4' SUMP8" DIP SAN.30 LF 15" RCP Class V @ 0.50%14 LF 12" RCP Class V @ 0.50%30 LF 15" RCP Class V @ 0.50%10 LF 15" RCP Class V @ 1.00%STA = 23+51.91TC= 870.33INV. 865.00 (E)INV. 864.90 (W)INV. 866.14 (S)ST-40, 15.0' LSTA = 23+51.91TC= 870.20INV. 865.40 (S)INV. 865.30 (W)ST-39, 15.0' RSTA = 23+51.91TC= 871.57INV. 864.70 (E)INV. 859.79 (N)INV. 859.79 (S)INV. 867.40 (SW)ST-41, 34.9' L STA = 25+03.11 TC= 870.98 INV. 864.49 (E) INV. 866.83 (NW)ST-54, 15.0' L STA = 24+97.94 TC= 870.96 INV. 863.42 (NW) INV. 863.32 (SE) INV. 864.19 (W)ST-70, 15.0' R STA = 26+72.66TC= 871.83INV. 868.48 (NE)ST-52, 15.0' LSTA = 26+72.66TC= 871.83INV. 867.32 (NW)INV. 867.22 (SE)INV. 868.33 (SW)INV. 867.32 (NE)ST-67, 15.0' R STA = 27+48.67 TC= 872.21INV. 868.30 (NE)ST-51, 15.0' L STA = 27+48.67 TC= 872.21 INV. 867.80 (NW) INV. 867.70 (SE) INV. 868.15 (SW)ST-65, 15.0' R STA = 23+42.13 TC= 870.34INV. 866.34 (N)ST-33, 15.0' L STA = 23+51.91 TC= 870.33 INV. 865.00 (E) INV. 864.90 (W) INV. 866.14 (S)ST-40, 15.0' L STA = 29+19.73 TC= 873.07INV. 869.07 (NE)ST-50, 15.0' L STA = 32+00.10 TC= 876.88 INV. 871.33 (SW) INV. 871.33 (NE)ST-56, 15.0' L STA = 32+00.10 TC= 876.88 INV. 871.18 (SW) INV. 871.08 (SE)ST-57, 15.0' R STA = 24+20.90 TC= 870.57INV. 866.57 (N)ST-55, 15.0' L INV. 860.64 (NE) INV. 860.64 (SW) INV. 866.47 (S) INV. 867.03 (SE)10 LF 15" RCP Class V @ 2.00%12" PVC WMSTA = 25+13.11 TC= 871.03ST-53, 15.0' L STA = 24+31.43 TC= 870.63ST-73, 15.0' L13 LF 18" RCP Class III @ 2.00%STA = 26+72.66TC= 871.75INV. 867.57 (SW)ST-66, 27.6' R STA = 29+19.73 TC= 873.07 INV. 868.93 (NW) INV. 868.83 (SE) INV. 868.92 (SW)ST-64, 15.0' R Save: 2/20/2024 2:31 PM sprall Plot: 2/26/2024 12:48 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618S03_StormProfiles.dwgRev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02S83/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103ZANE AVENUE AND LINDSAY STREETIMPROVEMENTSSTORM SEWER PROFILES495 ST-72 TO EX MH-43855860865870875880885855860865870875880885ST-80 TO ST-72855860865870875880885855860865870875880885ST-81 TO ST-84860865870875880885890860865870875880885890ST-82 TO ST-83860865870875880885890860865870875880885890ST-90 TO EX MH-31860865870875880885890860865870875880885890ST-60 TO ST-63860865870875880885890860865870875880885890ST-61 TO ST-638608658708758808858908608658708758808858908" CIP SAN8" CIP SAN8" CIP SAN12" PVC WM8" PVC WM8" PVC WM8 LF31.31" x 51.13" (42") RCP-ARCH @ 1.00%36 LF 31.31" x 51.13" (42") RCP-ARCH @ 0.86%14 LF 31.31" x 51.13" (42") RCP-ARCH @ 0.70%44 LF 21" RCP Class III @ 0.50%35 LF 15" RCP Class V @ 0.50%30 LF 18" RCP Class III @ 0.50%31 LF 15" RCP Class V @ 0.50%30 LF 15" RCP Class V @ 1.67%26 LF 15" RCP Class V @ 1.90%10" DIP SAN.10" DIP SAN.20 LF 18" RCP Class III @ 1.50%36 LF 18" RCP Class III @ 1.50%STA = 24+31.43 TC= 870.63 INV. 860.64 (NE) INV. 860.64 (SW) INV. 866.47 (S)ST-73, 15.0' L STA = 24+47.92 TC= 870.68 INV. 864.55 (SE) INV. 860.95 (E) INV. 860.95 (SW) INV. 862.97 (NW)ST-72, 16.5' R STA = 24+47.92 TC= 870.68 INV. 864.55 (SE) INV. 860.95 (E) INV. 860.95 (SW) INV. 862.97 (NW)ST-72, 16.5' R STA = 40+44.22 TC= 870.39 INV. 864.77 (SE) INV. 864.77 (E) INV. 864.77 (NW)ST-85, 15.0' L STA = 40+63.19 TC= 870.70INV. 864.95 (NW)ST-80, 15.0' R STA = 41+69.45TC= 871.44INV. 865.27 (E)INV. 865.27 (W)INV. 865.27 (S)ST-84, 15.0' LSTA = 41+69.45TC= 871.44INV. 865.42 (N)ST-81, 15.0' RSTA = 43+50.42TC= 872.64INV. 865.90 (S)INV. 865.90 (W)ST-83, 15.0' L STA = 43+59.45 TC= 872.70INV. 866.06 (N)ST-82, 15.0' R STA = 45+14.75 TC= 873.72INV. 870.73 (N)ST-90, 15.0' R STA = 45+14.75 TC= 873.72 INV. 870.23 (S) INV. 870.13 (N)ST-91, 15.0' L STA = 29+44.82 TC= 873.19 INV. 869.18 (NE) INV. 869.08 (SE) INV. 869.18 (NW)ST-63, 15.0' R STA = 29+44.82 TC= 873.54 INV. 869.58 (NW) INV. 869.48 (SW) INV. 869.58 (NE)ST-62, 34.8' R STA = 29+81.23 TC= 873.55INV. 870.13 (SE)ST-60, 34.9' R36 LF 18" RCP Class III @ 2.06%STA = 29+63.25TC= 874.32INV. 870.32 (SW)ST-61, 65.6' R20 LF 18" RCP Class III @ 1.50%STA = 29+44.82TC= 873.54INV. 869.58 (NW)INV. 869.48 (SW)INV. 869.58 (NE)ST-62, 34.8' RSTA = 29+44.82TC= 873.19INV. 869.18 (NE)INV. 869.08 (SE)INV. 869.18 (NW)ST-63, 15.0' R STA = 45+15.66 TC= 873.99 INV. 862.39 (W) INV. 862.59 (N) INV. 868.00 (W) INV. 869.64 (S)MH31, 40.8' L 4' SUMP4' SUMPSave: 2/20/2024 2:31 PM sprall Plot: 2/26/2024 12:48 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618S03_StormProfiles.dwgRev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02S93/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103ZANE AVENUE AND LINDSAY STREETIMPROVEMENTSSTORM SEWER PROFILES496 875880875880STA = 18+18.08 TC= 877.20EXMH51 , 31.8' LINV. 871.88 (S)INV. 871.20 (N)TOP OF RAILELEV. 878.08STA = 18+07.80TC= 879.19ST-26, 33.7' L 15.50'1.75'2INV. 872.61 (E)INV. 872.51 (S)INV. 872.51 (N)24" RCP30" RCPBULKHEAD EX. 12" RCP IN MHEXCAVATIONDEPTH5.88'NEAR FACE OF EXCAVATION16.06'36" RCP124" RCP30" RCPEXCAVATIONDEPTH3.47'875880875880STA = 18+15.80 TC= 877.74CB50 , 18.8' LINV. 873.44 (E)INV. 873.29 (W)TOP OF RAILELEV. 878.00STA = 18+05.37TC= 877.65ST-25, 15.0' L 1.75'21INV. 872.92 (E)INV. 872.89 (W)REMOVE CB15.50'NEAR FACE OF EXCAVATION11.34'NEAR FACE OF EXCAVATION17.69'EXCAVATIONDEPTH5.61'EXCAVATIONDEPTH5.21'875880875880TOP OF RAILELEV. 877.69STA = 18+01.13TC= 877.55ST-24, 15.0' R 211.75'INV. 873.47 (S)INV. 873.37 (W)18" RCP Class VREMOVE CB15.50'NEAR FACE OF EXCAVATION10.01'NEAR FACE OF EXCAVATION17.23'EXCAVATIONDEPTH4.86'EXCAVATIONDEPTH4.12'Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02Save: 2/12/2024 1:38 PM sprall Plot: 2/26/2024 12:49 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618GP_RRXing.dwg S103/6/202454949STEPHEN PRALLI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.103STORM SEWER PROFILESUPRR CROSSING AT ZANE AVENUEZANE AVENUE AND LINDSAY STREETIMPROVEMENTS497 6+148959009059109158959009059109150102030405060700-10-20-30-40-50-60-706+508959009059109158959009059109150102030405060700-10-20-30-40-50-60-707+008959009059109158959009059109150102030405060700-10-20-30-40-50-60-707+508959009059109158959009059109150102030405060700-10-20-30-40-50-60-708+008959009059109158959009059109150102030405060700-10-20-30-40-50-60-707+618959009059109158959009059109150102030405060700-10-20-30-40-50-60-70Ex.℄908.2P.℄908.28 Ex.℄908.4P.℄908.35 Ex.℄908.5P.℄908.60 Ex.℄908.2 P.℄908.44 Ex.℄908.2 P.℄908.38 Ex.℄908.0 P.℄908.17 L15.67'908.31R15.67'908.31 R28.67' 910.40 R28.67' 910.40 L23.69'908.15L23.69'908.15L15.67'908.31R15.67'908.312.8%2.8%4 8 . 5% 4 8 . 5%2.0%2.0%1.5%L15.67'908.49L23.69'908.32L23.69'908.32R15.67'908.49R26.67' 909.25 R26.67' 909.252.0%2.2%2.2%2.0%1.5%31.0%31.0%L15.67'908.74L23.68'908.54L23.68'908.54R15.67'908.74R26.67' 909.16 R26.67' 909.162.0%2.6%2.6%2.0%1.5%13.6%13.6%L15.67' 908.58 L23.67' 908.86 L23.67' 908.86 R15.67' 908.58 R26.67' 908.95 R26.67' 908.952.0%3.6%3.6%2.0%1.5%11.4%11.4%L16.50' 908.10 R15.67' 908.52 R26.67' 908.84 R26.67' 908.84 R26.67' 908.84 R26.67' 908.84 R15.67' 908.52 L16.50' 908.10 L26.48' 908.52 L26.48' 908.52 2.0%2.0%8.8%8.8%8.8%8.8%1.5%2.8%5.2%5.2%L15.67' 908.31 L23.67' 908.48 L23.67' 908.48 R15.67' 908.31 R26.67' 908.50 R26.67' 908.502.0%2.1%2.1%2.0%1.5%2.7%2.7%R/W R/W TREES TE R/W R/W TREES R/W R/W TREES R/W R/W TREES R/W R/W TREES R/W R/W TREES ZANE AVENUE6+14 - 8+00X1Save: 1/10/2024 7:53 AM sprall Plot: 2/26/2024 12:50 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618X01_Zane.dwg 103Sheet No.OfSheetsCITY PROJECT NO. 23-02S.A.P. 128-408-002 (ZANE AVE.)498 8+508959009059109158959009059109150102030405060700-10-20-30-40-50-60-709+008959009059109158959009059109150102030405060700-10-20-30-40-50-60-709+508908959009059108908959009059100102030405060700-10-20-30-40-50-60-708+558959009059109158959009059109150102030405060700-10-20-30-40-50-60-708+688959009059109158959009059109150102030405060700-10-20-30-40-50-60-708+148959009059109158959009059109150102030405060700-10-20-30-40-50-60-70Ex.℄907.9P.℄908.02 Ex.℄907.3P.℄907.37 Ex.℄907.2P.℄907.25 Ex.℄906.9 P.℄906.89 Ex.℄905.8 P.℄905.80 Ex.℄903.6 P.℄903.51 L16.50'907.75R15.67'908.16R26.67' 908.42 R26.67' 908.42 R26.67' 908.42 R26.67' 908.42 R15.67'908.16L16.50'907.75L23.67'908.36L23.67'908.362.0%2.0%5.7%5.7%5.8%5.8%1.5%6.8%11.0%11.0%L15.67'907.51L23.67'907.69L23.67'907.69R15.67'907.51R26.67' 907.99 R26.67' 907.992.0%2.2%2.2%2.0%1.5%17.1%17.1%L16.50'906.97L26.52'907.60L26.52'907.60R15.67'907.39R26.67' 907.93 R26.67' 907.932.0%6.8%6.0%6.0%2.0%1.5%20.1%20.1% L16.50' 906.62 R15.67' 907.03 L16.50' 906.62 L26.52' 907.48 L26.52' 907.48 R15.67' 907.03 R26.67' 907.76 R26.67' 907.762.0%2.0%6.8%9.9%9.9%1.5%29.4%29.4% L15.67' 905.94 L23.67' 906.55 L23.67' 906.55 R15.67' 905.94 R26.67' 905.82 R26.67' 905.822.0%7.7%7.7%2.0%1.5%12.6%12.6%L15.67' 903.65 L23.67' 903.67 L23.67' 903.67 R15.67' 903.65 R26.67' 903.31 R26.67' 903.312.0%0.3%0.3%2.0%1.5%23.9%23.9%R/W R/W TREES R/W R/W TREES TE R/W R/W TREES TE R/W R/W TREES TE R/W R/W TREES R/W R/W TREES ZANE AVENUE8+14 - 9+50X2Save: 1/10/2024 7:53 AM sprall Plot: 2/26/2024 12:50 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618X01_Zane.dwg 103Sheet No.OfSheetsCITY PROJECT NO. 23-02S.A.P. 128-408-002 (ZANE AVE.)499 10+008908959009059108908959009059100102030405060700-10-20-30-40-50-60-7010+508858908959009058858908959009050102030405060700-10-20-30-40-50-60-7011+008858908959009058858908959009050102030405060700-10-20-30-40-50-60-7010+898858908959009058858908959009050102030405060700-10-20-30-40-50-60-7011+108858908959009058858908959009050102030405060700-10-20-30-40-50-60-7011+368858908959009058858908959009050102030405060700-10-20-30-40-50-60-70Ex.℄901.0P.℄901.09 Ex.℄898.9P.℄899.09 Ex.℄897.9P.℄898.01 Ex.℄897.7 P.℄897.78 Ex.℄897.5 P.℄897.57 Ex.℄897.0 P.℄897.04 L15.67'901.23L23.67'901.01L23.67'901.01R15.67'901.23R26.67' 901.19 R26.67' 901.192.0%2.7%2.7%2.0%1.5%8.8%8.8%L15.67'899.23L23.67'899.04L23.67'899.04R15.67'899.23R26.67' 899.25 R26.67' 899.252.0%2.4%2.4%2.0%1.5%5.8%5.8%R15.67'898.15L16.50'897.73 R28.67' 898.25 R28.67' 898.25 R15.67'898.15L16.50'897.73L30.97'898.31L30.97'898.312.0%2.0%1.0%1.0%1.5%6.8%2.9%2.9%L16.50' 897.50 L30.96' 898.31 L30.96' 898.31 R15.67' 897.92 R28.67' 897.81 R28.67' 897.812.0%6.8%5.1%5.1%2.0%1.5%6.1%6.1%L16.50' 897.29 L30.94' 898.45 L30.94' 898.45 R15.67' 897.71 R28.67' 897.42 R28.67' 897.422.0%6.8%8.5%8.5%2.0%1.5%10.8%10.8%R16.50' 896.76 L15.67' 897.18 L23.67' 897.69 L23.67' 897.69 L15.67' 897.18 R16.50' 896.76 R33.42' 896.30 R33.42' 896.302.0%2.0%6.4%6.4%1.5%5.9%5.9%R/W R/W TREES TE R/W R/W TREES R/W R/WTE R/W R/W TE R/W R/W TE R/W R/W TE ZANE AVENUE10+00 - 11+36X3Save: 1/10/2024 7:53 AM sprall Plot: 2/26/2024 12:50 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618X01_Zane.dwg 103Sheet No.OfSheetsCITY PROJECT NO. 23-02S.A.P. 128-408-002 (ZANE AVE.)500 11+508858908959009058858908959009050102030405060700-10-20-30-40-50-60-7012+008858908959009058858908959009050102030405060700-10-20-30-40-50-60-7012+508858908959009058858908959009050102030405060700-10-20-30-40-50-60-7013+008808858908959008808858908959000102030405060700-10-20-30-40-50-60-7011+678858908959009058858908959009050102030405060700-10-20-30-40-50-60-7011+718858908959009058858908959009050102030405060700-10-20-30-40-50-60-70Ex.℄896.6P.℄896.75 Ex.℄896.3P.℄896.40 Ex.℄896.2P.℄896.32 Ex.℄895.7 P.℄895.73 Ex.℄894.7 P.℄894.69 Ex.℄893.3 P.℄893.45 L16.50'896.47L42.77'894.89L42.77'894.89R16.50'896.47 R33.40' 896.24 R33.40' 896.242.0%2.8%7.7%7.7%2.0%1.5%Vertical 3.5%3.5%R16.50'896.12L16.50'896.12L16.50'896.12R16.50'896.12L42.82'894.45L42.82'894.45 R33.38' 896.15 R33.38' 896.152.0%2.0%2.8%1.5%8.1%8.1%0.8%0.8%L16.50'896.04R15.67'896.46L16.50'896.04L42.84'894.36L42.84'894.36R15.67'896.46 R28.67' 896.53 R28.67' 896.532.0%2.0%2.8%8.1%8.1%1.5%1.9%1.9%L15.67' 895.87 L23.67' 896.29 L23.67' 896.29 R15.67' 895.87 R28.67' 896.10 R28.67' 896.102.0%5.3%5.3%2.0%1.5%2.4%2.4%L15.67' 894.83 L23.67' 895.12 L23.67' 895.12 R15.67' 894.83 R28.67' 895.37 R28.67' 895.372.0%3.6%3.6%2.0%1.5%9.9%9.9%L15.67' 893.59 L23.67' 893.82 L23.67' 893.82 R15.67' 893.59 R28.67' 893.78 R28.67' 893.782.0%2.8%2.8%2.0%1.5%1.1%1.1%R/W R/W TE TE R/W R/W TE TE R/W R/W TE TE R/W R/W R/W R/W R/W R/W ZANE AVENUE11+50 - 13+00X4Save: 1/10/2024 7:53 AM sprall Plot: 2/26/2024 12:51 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618X01_Zane.dwg 103Sheet No.OfSheetsCITY PROJECT NO. 23-02S.A.P. 128-408-002 (ZANE AVE.)501 13+508808858908959008808858908959000102030405060700-10-20-30-40-50-60-7014+008808858908959008808858908959000102030405060700-10-20-30-40-50-60-7014+508758808858908958758808858908950102030405060700-10-20-30-40-50-60-7015+008758808858908958758808858908950102030405060700-10-20-30-40-50-60-7015+508758808858908958758808858908950102030405060700-10-20-30-40-50-60-7014+178808858908959008808858908959000102030405060700-10-20-30-40-50-60-70Ex.℄891.7P.℄891.93 Ex.℄890.2P.℄890.34 Ex.℄889.7P.℄889.81 Ex.℄888.6 P.℄888.76 Ex.℄887.0 P.℄887.18 Ex.℄885.4 P.℄885.59 L15.67'892.07L23.67'892.46L23.67'892.46R15.67'892.07 R28.67' 892.27 R28.67' 892.272.0%4.9%4.9%2.0%1.5%1.5%1.5%L15.67'890.48L23.67'890.73L23.67'890.73R15.67'890.48 R28.67' 891.04 R28.67' 891.042.0%3.0%3.0%2.0%1.5%10.3%10.3%R16.50'889.53L16.50'889.53L16.50'889.53R16.50'889.53L25.48'889.52L25.48'889.52 R34.48' 890.31 R34.48' 890.312.0%2.0%2.8%1.5%2.6%2.6%6.2%6.2%L15.67' 888.90 L23.67' 889.29 L23.67' 889.29 R15.67' 888.90 R28.67' 889.29 R28.67' 889.292.0%4.8%4.8%2.0%1.5%6.2%6.2%L15.67' 887.32 L23.67' 888.15 L23.67' 888.15 R15.67' 887.32 R28.67' 887.68 R28.67' 887.682.0%10.5%10.5%2.0%1.5%5.7%5.7%L15.67' 885.73 L23.67' 886.45 L23.67' 886.45 R15.67' 885.73 R28.67' 885.97 R28.67' 885.972.0%8.9%8.9%2.0%1.5%2.4%2.4%R/W R/W R/W R/W TE R/W R/W R/W R/W R/W R/W R/W R/W ZANE AVENUE13+50 - 15+50X5Save: 1/10/2024 7:53 AM sprall Plot: 2/26/2024 12:51 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618X01_Zane.dwg 103Sheet No.OfSheetsCITY PROJECT NO. 23-02S.A.P. 128-408-002 (ZANE AVE.)502 16+008708758808858908708758808858900102030405060700-10-20-30-40-50-60-7016+508708758808858908708758808858900102030405060700-10-20-30-40-50-60-7017+008708758808858908708758808858900102030405060700-10-20-30-40-50-60-7017+508658708758808858658708758808850102030405060700-10-20-30-40-50-60-7017+298658708758808858658708758808850102030405060700-10-20-30-40-50-60-7017+868658708758808858658708758808850102030405060700-10-20-30-40-50-60-70Ex.℄883.8P.℄884.01 Ex.℄882.2P.℄882.38 Ex.℄880.6P.℄880.65 Ex.℄879.8 P.℄879.63 Ex.℄879.1 P.℄878.99 Ex.℄878.2 P.℄878.23 L15.67'884.15L23.67'884.96L23.67'884.96R15.67'884.15 R28.67' 884.54 R28.67' 884.542.0%10.2%10.2%2.0%1.5%6.2%6.2%L15.67'882.52L23.67'883.01L23.67'883.01R15.67'882.52 R28.67' 882.85 R28.67' 882.852.0%6.1%6.1%2.0%1.5%4.8%4.8%L15.67'880.79L23.67'881.77L23.67'881.77R16.50'880.37 R33.77' 880.91 R33.77' 880.912.0%12.2%12.2%2.0%1.5%Vertical 4.3%4.3%R16.50' 879.35 L16.50' 879.35 L16.50' 879.35 R16.50' 879.35 R33.67' 880.38 R33.67' 880.38 L43.52' 882.19 L43.52' 882.19 2.0%2.0%10.8%1.5%9.2%9.2%10.4%10.4%L16.50' 878.71 L43.52' 881.91 L43.52' 881.91 R15.67' 879.13 R28.67' 879.71 R28.67' 879.712.0%10.8%12.1%12.1%2.0%1.5%11.1%11.1%L16.50' 877.95 R16.50' 877.94 L16.50' 877.95 R16.50' 877.94 L43.77' 879.31 L43.77' 879.31 R55.90' 879.15 R55.90' 879.152.0%2.0%6.8%1.5%1.5%4.7%4.7%4.0%4.0%R/W R/W R/W R/W R/W R/W R/W TE R/W TE ZANE AVENUE16+00 - 17+86X6Save: 1/10/2024 7:53 AM sprall Plot: 2/26/2024 12:51 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618X01_Zane.dwg 103Sheet No.OfSheetsCITY PROJECT NO. 23-02S.A.P. 128-408-002 (ZANE AVE.)503 18+008658708758808858658708758808850102030405060700-10-20-30-40-50-60-7018+508658708758808858658708758808850102030405060700-10-20-30-40-50-60-7019+008658708758808858658708758808850102030405060700-10-20-30-40-50-60-7018+108658708758808858658708758808850102030405060700-10-20-30-40-50-60-7018+408658708758808858658708758808850102030405060700-10-20-30-40-50-60-7018+818658708758808858658708758808850102030405060700-10-20-30-40-50-60-70Ex.℄878.0P.℄878.05 Ex.℄877.9P.℄877.96 Ex.℄877.8P.℄877.85 Ex.℄877.6 P.℄877.77 Ex.℄877.0 P.℄877.33 Ex.℄876.5 P.℄876.93 L15.67'878.19L30.43'878.96L30.43'878.96R15.67'878.05 R37.68' 878.47 R37.68' 878.472.0%5.2%5.2%3.0%0.5%11.3%11.3%L15.67'878.21L28.00'878.66L28.00'878.66R15.67'878.11 R36.92' 877.23 R36.92' 877.231.2%3.7%3.7%1.9%1.2%9.4%9.4%R15.67'878.11 R41.65' 877.46 R41.65' 877.46 L15.67'878.26L27.95'877.61L27.95'877.611.1%1.5%4.7%4.7%0.0%5.3%5.3%R15.67' 878.03 R37.35' 877.74 R37.35' 877.74 L15.50' 877.92 L37.00' 877.83 L37.00' 877.83 1.1%0.5%3.0%3.0%0.9%0.4%0.4%R16.50' 877.06 L15.50' 877.33 L15.50' 877.33 L37.00' 877.63 L37.00' 877.63 R16.50' 877.06 R28.67' 877.43 R28.67' 877.431.9%2.0%1.4%1.4%1.5%5.1%5.1%R16.50' 876.65 R28.67' 876.86 R28.67' 876.86 L15.67' 877.07 L32.86' 877.25 L32.86' 877.25 2.0%1.5%2.1%2.1%2.0%1.0%1.0%R/W TE EX. PE R/W R/W TEZANE AVENUE18+00 - 19+00X7Save: 1/10/2024 7:53 AM sprall Plot: 2/26/2024 12:51 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618X01_Zane.dwg 103Sheet No.OfSheetsCITY PROJECT NO. 23-02S.A.P. 128-408-002 (ZANE AVE.)504 19+508658708758808858658708758808850102030405060700-10-20-30-40-50-60-7020+008608658708758808608658708758800102030405060700-10-20-30-40-50-60-7020+508608658708758808608658708758800102030405060700-10-20-30-40-50-60-7019+248658708758808858658708758808850102030405060700-10-20-30-40-50-60-7020+538608658708758808608658708758800102030405060700-10-20-30-40-50-60-7020+718608658708758808608658708758800102030405060700-10-20-30-40-50-60-70Ex.℄875.8P.℄876.27 Ex.℄875.1P.℄875.44 Ex.℄873.9P.℄874.00 Ex.℄873.1 P.℄873.10 Ex.℄873.1 P.℄873.07 Ex.℄872.9 P.℄872.90 R16.50'875.99 R28.67' 876.33 R28.67' 876.33 L15.67'876.41L29.80'876.55L29.80'876.552.0%1.5%4.7%4.7%2.0%1.0%1.0%R15.67'875.58 R28.67' 875.98 R28.67' 875.98 L15.67'875.58L23.67'875.71L23.67'875.712.0%1.5%6.5%6.5%2.0%1.6%1.6%R15.67'874.14 R28.67' 874.87 R28.67' 874.87 L15.67'874.14L23.67'874.54L23.67'874.542.0%1.5%14.8%14.8%2.0%5.0%5.0%R15.67' 873.24 R34.35' 874.16 R34.35' 874.16 L15.67' 873.24 L23.67' 873.73 L23.67' 873.73 2.0%1.5%8.0%8.0%2.0%6.0%6.0%L15.67' 873.21 R16.50' 872.79 L15.67' 873.21 L23.67' 873.69 L23.67' 873.69 R16.50' 872.79 R40.00' 874.50 R40.00' 874.502.0%2.0%6.0%6.0%1.5%9.8%9.8%R16.50' 872.62 L15.67' 873.04 R16.50' 872.62 R40.00' 874.32 R40.00' 874.32 L23.67' 873.47 L23.67' 873.47 L15.67' 873.04 2.0%2.0%1.5%9.8%9.8%5.4%5.4%R/W R/W TEEX. PEEX. PE R/W R/W EX. PE R/W R/W EX. PE R/W R/W TE EX. PE R/W R/W TE EX. PE R/W R/W TE ZANE AVENUE19+24 - 20+71X8Save: 1/10/2024 7:53 AM sprall Plot: 2/26/2024 12:52 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618X01_Zane.dwg 103Sheet No.OfSheetsCITY PROJECT NO. 23-02S.A.P. 128-408-002 (ZANE AVE.)505 21+008608658708758808608658708758800102030405060700-10-20-30-40-50-60-7021+508608658708758808608658708758800102030405060700-10-20-30-40-50-60-7021+108608658708758808608658708758800102030405060700-10-20-30-40-50-60-7021+308608658708758808608658708758800102030405060700-10-20-30-40-50-60-7021+708608658708758808608658708758800102030405060700-10-20-30-40-50-60-7021+908608658708758808608658708758800102030405060700-10-20-30-40-50-60-70Ex.℄872.6P.℄872.65 Ex.℄872.5P.℄872.56 Ex.℄872.4P.℄872.39 Ex.℄872.2 P.℄872.21 Ex.℄872.1 P.℄872.04 Ex.℄872.0 P.℄871.87 R15.67'872.79 R28.67' 873.07 R28.67' 873.07 L15.67'872.79L28.53'873.03L28.53'873.032.0%1.5%3.6%3.6%2.0%1.9%1.9%R15.67'872.70 R28.67' 872.97 R28.67' 872.97 L16.50'872.28L35.01'872.87L35.01'872.872.0%1.5%3.2%3.2%2.0%2.8%3.3%3.3%R15.67'872.53 R28.67' 872.83 R28.67' 872.83 L16.50'872.11L35.01'872.94L35.01'872.942.0%1.5%4.2%4.2%2.0%2.8%5.0%5.0%R15.67' 872.35 R28.67' 872.96 R28.67' 872.96 L15.67' 872.35 L23.67' 872.58 L23.67' 872.58 2.0%1.5%11.7%11.7%2.0%2.9%2.9%R16.50' 871.76 R56.31' 873.15 R56.31' 873.15 L15.67' 872.18 L23.67' 872.43 L23.67' 872.43 2.0%1.5%3.9%3.9%2.0%3.1%3.1%R16.50' 871.59 R56.31' 873.04 R56.31' 873.04 L15.67' 872.01 L23.67' 872.35 L23.67' 872.35 2.0%1.5%4.1%4.1%2.0%4.3%4.3%R/W R/W EX. PEEX. PE R/W R/W EX. PE R/W R/W TE EX. PE R/W R/W EX. PE R/W R/W TE EX. PE R/W R/W TE ZANE AVENUE21+00 - 21+90X9Save: 1/10/2024 7:53 AM sprall Plot: 2/26/2024 12:52 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618X01_Zane.dwg 103Sheet No.OfSheetsCITY PROJECT NO. 23-02S.A.P. 128-408-002 (ZANE AVE.)506 22+008608658708758808608658708758800102030405060700-10-20-30-40-50-60-7022+508608658708758808608658708758800102030405060700-10-20-30-40-50-60-7023+008608658708758808608658708758800102030405060700-10-20-30-40-50-60-7023+508608658708758808608658708758800102030405060700-10-20-30-40-50-60-7022+458608658708758808608658708758800102030405060700-10-20-30-40-50-60-7022+718608658708758808608658708758800102030405060700-10-20-30-40-50-60-70Ex.℄871.9P.℄871.78 Ex.℄871.7P.℄871.39 Ex.℄871.6P.℄871.35 Ex.℄871.5 P.℄871.17 Ex.℄871.3 P.℄870.92 Ex.℄871.0 P.℄870.69 R15.67'871.92 R29.83' 872.73 R29.83' 872.73 L15.67'871.92L23.67'872.23L23.67'872.232.0%1.5%12.9%12.9%2.0%3.9%3.9%R15.67'871.53 R28.67' 872.40 R28.67' 872.40 L16.50'871.11L35.70'872.15L35.70'872.152.0%1.5%18.2%18.2%2.0%6.8%5.0%5.0%R15.67'871.49 R28.67' 872.31 R28.67' 872.31 L16.50'871.07L35.68'871.84L35.68'871.842.0%1.5%17.0%17.0%2.0%6.8%3.3%3.3%L16.50' 870.89 R15.67' 871.31 R15.67' 871.31 R28.67' 872.25 R28.67' 872.25 L16.50' 870.89 L35.60' 871.63 L35.60' 871.63 2.0%2.0%1.5%20.0%20.0%6.8%3.1%3.1%R15.67' 871.06 R28.67' 871.90 R28.67' 871.90 L15.67' 871.06 L23.67' 871.62 L23.67' 871.62 2.0%1.5%17.6%17.6%2.0%7.0%7.0%R15.67' 870.71 R28.67' 871.81 R28.67' 871.81 L15.67' 870.83 L23.67' 871.33 L23.67' 871.33 2.9%1.5%24.1%24.1%2.0%6.2%6.2%EX. PE R/W R/W TE EX. PE R/W R/W EX. PE R/W R/W EX. PE R/W R/W EX. PE R/W R/W EX. PE R/W R/W TE ZANE AVENUE22+00 - 23+50X10Save: 1/10/2024 7:53 AM sprall Plot: 2/26/2024 12:52 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618X01_Zane.dwg 103Sheet No.OfSheetsCITY PROJECT NO. 23-02S.A.P. 128-408-002 (ZANE AVE.)507 24+508608658708758808608658708758800102030405060700-10-20-30-40-50-60-7025+008608658708758808608658708758800102030405060700-10-20-30-40-50-60-7025+508608658708758808608658708758800102030405060700-10-20-30-40-50-60-7024+118608658708758808608658708758800102030405060700-10-20-30-40-50-60-7024+798608658708758808608658708758800102030405060700-10-20-30-40-50-60-7025+378608658708758808608658708758800102030405060700-10-20-30-40-50-60-70Ex.℄871.0P.℄870.88 Ex.℄871.2P.℄871.08 Ex.℄871.4P.℄871.22 Ex.℄871.5 P.℄871.33 Ex.℄871.7 P.℄871.51 Ex.℄871.8 P.℄871.58 L15.67'871.02L23.67'871.49L23.67'871.49L15.67'871.021.0%2.0%5.9%5.9%R16.91'871.19 R28.67' 871.86 R28.67' 871.86 L16.50'870.80L31.89'871.57L31.89'871.572.0%1.5%19.1%19.1%2.0%6.8%4.3%4.3%R15.67'871.36L16.50'870.95R15.67'871.36 R28.67' 872.34 R28.67' 872.34 L16.50'870.95L32.91'871.77L32.91'871.772.0%2.0%1.5%20.9%20.9%6.8%4.4%4.4%R15.67' 871.47 R28.67' 872.34 R28.67' 872.34 L15.67' 871.47 L23.67' 871.98 L23.67' 871.98 2.0%1.5%18.3%18.3%2.0%6.4%6.4%L15.67' 871.65 R16.50' 871.24 L15.67' 871.65 L23.69' 872.05 L23.69' 872.05 R16.50' 871.24 R59.59' 873.23 R59.59' 873.232.0%2.0%5.0%5.0%1.5%5.3%5.3%R16.50' 871.30 R59.59' 872.87 R59.59' 872.87 L15.67' 871.72 L23.69' 872.16 L23.69' 872.16 2.0%1.5%4.1%4.1%2.0%5.5%5.5%R/W R/W R/WTE R/W R/WTE R/W R/W TE R/W R/W TE R/W R/W TE TE ZANE AVENUE24+11 - 25+50X11Save: 1/10/2024 7:53 AM sprall Plot: 2/26/2024 12:53 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618X01_Zane.dwg 103Sheet No.OfSheetsCITY PROJECT NO. 23-02S.A.P. 128-408-002 (ZANE AVE.)508 26+008608658708758808608658708758800102030405060700-10-20-30-40-50-60-7025+548608658708758808608658708758800102030405060700-10-20-30-40-50-60-7025+608608658708758808608658708758800102030405060700-10-20-30-40-50-60-7025+908608658708758808608658708758800102030405060700-10-20-30-40-50-60-7025+938608658708758808608658708758800102030405060700-10-20-30-40-50-60-7026+178608658708758808608658708758800102030405060700-10-20-30-40-50-60-70Ex.℄871.8P.℄871.60 Ex.℄871.8P.℄871.63 Ex.℄871.9P.℄871.78 Ex.℄871.9 P.℄871.79 Ex.℄871.9 P.℄871.83 Ex.℄872.0 P.℄871.91 L15.67'871.74R16.50'871.32R16.50'871.32 R59.59' 872.77 R59.59' 872.77 L23.69'872.25L23.69'872.25L15.67'871.742.0%2.0%1.5%3.7%3.7%6.3%6.3%R15.67'871.77 R28.67' 872.19 R28.67' 872.19 L16.50'871.35L34.80'872.38L34.80'872.382.0%1.5%7.0%7.0%2.0%6.8%5.3%5.3%R15.67'871.92 R28.67' 871.81 R28.67' 871.81 L16.50'871.50L34.76'872.30L34.76'872.302.0%1.5%6.1%6.1%2.0%6.8%3.7%3.7%R16.50' 871.52 L15.67' 871.93 L23.70' 872.38 L23.70' 872.38 L15.67' 871.93 R16.50' 871.52 R35.49' 872.11 R35.49' 872.112.0%2.0%5.6%5.6%1.5%4.1%4.1%R16.50' 871.55 R35.36' 872.09 R35.36' 872.09 L15.67' 871.97 L23.71' 872.37 L23.71' 872.37 2.0%1.5%3.7%3.7%2.0%4.9%4.9%R16.50' 871.64 L15.67' 872.05 R16.50' 871.64 R35.03' 872.14 R35.03' 872.14 L23.71' 872.40 L23.71' 872.40 L15.67' 872.05 2.0%2.0%1.5%3.5%3.5%4.4%4.4%R/W R/W TE TE R/W R/W TE TE R/W R/W TE TE R/W R/W TE TE R/W R/W TE TE R/W R/W TE ZANE AVENUE25+54 - 26+17X12Save: 1/10/2024 7:53 AM sprall Plot: 2/26/2024 12:53 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618X01_Zane.dwg 103Sheet No.OfSheetsCITY PROJECT NO. 23-02S.A.P. 128-408-002 (ZANE AVE.)509 26+508608658708758808608658708758800102030405060700-10-20-30-40-50-60-7027+008608658708758808608658708758800102030405060700-10-20-30-40-50-60-7027+508608658708758808608658708758800102030405060700-10-20-30-40-50-60-7026+338608658708758808608658708758800102030405060700-10-20-30-40-50-60-7026+958608658708758808608658708758800102030405060700-10-20-30-40-50-60-7027+258608658708758808608658708758800102030405060700-10-20-30-40-50-60-70Ex.℄872.1P.℄871.99 Ex.℄872.1P.℄872.08 Ex.℄872.4P.℄872.30 Ex.℄872.4 P.℄872.33 Ex.℄872.6 P.℄872.45 Ex.℄872.6 P.℄872.58 R15.67'872.13L16.50'871.72L16.50'871.72L34.71'872.29L34.71'872.29 R28.67' 872.47 R28.67' 872.47 R15.67'872.132.0%2.0%6.8%2.1%2.1%4.8%4.8%1.5%R15.67'872.22 R28.67' 872.30 R28.67' 872.30 L16.50'871.80L34.68'872.43L34.68'872.432.0%1.5%1.4%1.4%2.0%6.8%2.5%2.5%R16.50'872.03 R34.67' 872.21 R34.67' 872.21 R49.67' 872.29 R49.67' 872.29 R60.67' 872.54 R60.67' 872.54 L15.67'872.44L23.74'872.96L23.74'872.962.0%1.5%0.7%0.7%0.5%0.5%2.3%2.3%2.0%6.4%6.4%R16.50' 872.05 R34.67' 872.28 R34.67' 872.28 R49.67' 872.36 R49.67' 872.36 R60.67' 872.61 R60.67' 872.61 L15.67' 872.47 L23.74' 872.98 L23.74' 872.98 2.0%1.5%1.1%1.1%0.5%0.5%2.3%2.3%2.0%6.4%6.4%R16.50' 872.18 R34.67' 872.66 R34.67' 872.66 R49.67' 872.74 R49.67' 872.74 R60.67' 872.80 R60.67' 872.80 L15.67' 872.59 L23.75' 873.01 L23.75' 873.01 2.0%1.5%3.4%3.4%0.6%0.6%0.6%0.6%2.0%5.2%5.2%R15.67' 872.72 R28.67' 873.44 R28.67' 873.44 L15.67' 872.72 L23.76' 873.01 L23.76' 873.01 2.0%1.5%14.6%14.6%2.0%3.6%3.6%R/W R/WTE R/W R/WTE R/W R/W TE R/W R/W TE R/W R/W TE R/W R/W ZANE AVENUE26+33 - 27+50X13Save: 1/10/2024 7:53 AM sprall Plot: 2/26/2024 12:53 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618X01_Zane.dwg 103Sheet No.OfSheetsCITY PROJECT NO. 23-02S.A.P. 128-408-002 (ZANE AVE.)510 28+008608658708758808608658708758800102030405060700-10-20-30-40-50-60-7028+508608658708758808608658708758800102030405060700-10-20-30-40-50-60-7029+008608658708758808608658708758800102030405060700-10-20-30-40-50-60-7029+508608658708758808608658708758800102030405060700-10-20-30-40-50-6029+758608658708758808608658708758800102030405060700-10-20-30-40-50-6029+848608658708758808608658708758800102030405060700-10-20-30-40-50-60-70Ex.℄872.9P.℄872.83 Ex.℄873.1P.℄873.08 Ex.℄873.3P.℄873.33 Ex.℄873.5 P.℄873.58 Ex.℄873.6 P.℄873.70 Ex.℄873.7 P.℄873.75 R15.67'872.97 R28.67' 873.99 R28.67' 873.99 L15.67'872.97L23.77'873.07L23.77'873.072.0%1.5%22.1%22.1%2.0%1.3%1.3%R15.67'873.22 R28.67' 874.11 R28.67' 874.11 L15.67'873.22L23.79'873.62L23.79'873.622.0%1.5%18.8%18.8%2.0%5.0%5.0%R15.67'873.47 R28.67' 874.27 R28.67' 874.27 L15.67'873.47L23.80'873.56L23.80'873.562.0%1.5%16.6%16.6%2.0%1.2%1.2%R16.50' 873.30 R32.80' 873.66 R32.80' 873.66 R48.90' 873.99 R48.90' 873.99 R65.52' 874.91 R65.52' 874.91 L15.67' 873.72 L23.82' 873.64 L23.82' 873.64 2.0%1.5%2.8%2.8%2.0%2.0%5.5%5.5%2.0%1.0%1.0%R16.50' 873.43 R32.80' 873.69 R32.80' 873.69 R49.04' 874.00 R49.04' 874.00 R65.66' 874.98 R65.66' 874.98 L15.67' 873.84 L23.83' 873.85 L23.83' 873.85 2.0%1.5%1.7%1.7%1.9%1.9%5.9%5.9%2.0%0.1%0.1%R15.67' 873.89 R28.67' 874.46 R28.67' 874.46 L16.50' 873.47 L44.88' 872.60 L44.88' 872.60 2.0%1.5%10.7%10.7%2.0%2.8%4.1%4.1%R/W R/W R/W R/W R/W R/W R/W R/W TE R/W R/W TE TE R/W R/W TE ZANE AVENUE28+00 - 29+84X14Save: 1/10/2024 7:53 AM sprall Plot: 2/26/2024 12:53 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618X01_Zane.dwg 103Sheet No.OfSheetsCITY PROJECT NO. 23-02S.A.P. 128-408-002 (ZANE AVE.)511 30+008608658708758808608658708758800102030405060700-10-20-30-40-50-60-7030+508608658708758808608658708758800102030405060700-10-20-30-40-50-60-7031+008658708758808858658708758808850102030405060700-10-20-30-40-50-60-7030+168608658708758808608658708758800102030405060700-10-20-30-40-50-60-7030+868608658708758808608658708758800102030405060700-10-20-30-40-50-60-7031+318658708758808858658708758808850102030405060700-10-20-30-40-50-60-70Ex.℄873.7P.℄873.83 Ex.℄873.8P.℄873.91 Ex.℄874.1P.℄874.13 Ex.℄874.6 P.℄874.57 Ex.℄874.8 P.℄874.79 Ex.℄875.4 P.℄875.40 R15.67'873.97 R28.67' 874.57 R28.67' 874.57 L16.50'873.55L45.02'872.51L45.02'872.512.0%1.5%11.6%11.6%2.0%2.8%4.8%4.8%L16.50'873.63R15.67'874.05R15.67'874.05 R28.67' 874.56 R28.67' 874.56 L16.50'873.63L45.17'872.73L45.17'872.732.0%2.0%1.5%9.2%9.2%2.8%4.2%4.2%R15.67'874.27 R28.67' 874.98 R28.67' 874.98 L15.67'874.27L23.85'874.56L23.85'874.562.0%1.5%14.3%14.3%2.0%3.5%3.5%R15.67' 874.71 L16.50' 874.29 R15.67' 874.71 R28.67' 875.50 R28.67' 875.50 L16.50' 874.29 L27.99' 874.19 L27.99' 874.19 2.0%2.0%1.5%16.5%16.5%2.8%2.9%2.9%R15.67' 874.93 R28.67' 875.58 R28.67' 875.58 L16.50' 874.51 L27.99' 874.27 L27.99' 874.27 2.0%1.5%12.8%12.8%2.0%2.8%4.9%4.9%R16.50' 875.12 L16.50' 875.12 R16.50' 875.12 L16.50' 875.12 R53.14' 876.56 R53.14' 876.56 L27.99' 874.72 L27.99' 874.72 2.0%2.0%1.5%2.8%4.5%4.5%7.0%7.0%R/W R/WTE R/W R/WTE R/W R/W R/W R/W R/W R/W R/W R/W TE ZANE AVENUE29+75 - 30+86X15Save: 1/10/2024 7:53 AM sprall Plot: 2/26/2024 12:54 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618X01_Zane.dwg 103Sheet No.OfSheetsCITY PROJECT NO. 23-02S.A.P. 128-408-002 (ZANE AVE.)512 31+508658708758808858658708758808850102030405060700-10-20-30-40-50-60-7032+008658708758808858658708758808850102030405060700-10-20-30-40-50-60-7032+508658708758808858658708758808850102030405060700-10-20-30-40-50-60-7033+008708758808858908708758808858900102030405060700-10-20-30-40-50-60-7031+818658708758808858658708758808850102030405060700-10-20-30-40-50-60-7032+858708758808858908708758808858900102030405060700-10-20-30-40-50-60-70Ex.℄875.8P.℄875.84 Ex.℄876.6P.℄876.69 Ex.℄877.1P.℄877.24 Ex.℄878.7 P.℄878.68 Ex.℄879.7 P.℄879.60 Ex.℄880.1 P.℄879.93 R16.50'875.56 R53.04' 876.96 R53.04' 876.96 L16.50'875.56L27.99'875.15L27.99'875.152.0%1.5%4.4%4.4%2.0%2.8%7.3%7.3%L16.50'876.41R15.67'876.83R15.67'876.83 R28.67' 877.50 R28.67' 877.50 L16.50'876.41L27.99'876.12L27.99'876.122.0%2.0%1.5%13.3%13.3%2.8%5.6%5.6%R15.67'877.38 R28.67' 877.97 R28.67' 877.97 L15.67'877.38L23.90'877.26L23.90'877.262.0%1.5%11.2%11.2%2.0%1.4%1.4%R15.67' 878.82 R28.67' 879.17 R28.67' 879.17 L15.67' 878.82 L23.92' 879.09 L23.92' 879.09 2.0%1.5%5.1%5.1%2.0%3.2%3.2%R15.67' 879.74 R28.67' 880.61 R28.67' 880.61 L16.50' 879.32 L33.84' 879.71 L33.84' 879.71 2.0%1.5%18.4%18.4%2.0%2.8%2.1%2.1%L15.84' 879.65 L15.84' 879.65 L33.82' 879.83 L33.82' 879.83 L28.38' 879.82 L28.38' 879.82 R17.78' 880.19 R17.78' 880.19 R30.72' 880.67 R30.72' 880.67R31.70' 880.75 R31.70' 880.752.1%3.0%0.2%0.2%0.3%0.3%9.1%9.1%8.0%8.0%1.1%R/W R/W TE R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W ZANE AVENUE31+50 - 33+00X16Save: 1/10/2024 7:53 AM sprall Plot: 2/26/2024 12:54 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618X01_Zane.dwg 103Sheet No.OfSheetsCITY PROJECT NO. 23-02S.A.P. 128-408-002 (ZANE AVE.)513 40+658608658708758808608658708758800102030405060700-10-20-30-40-50-60-7041+008608658708758808608658708758800102030405060700-10-20-30-40-50-60-7041+508608658708758808608658708758800102030405060700-10-20-30-40-50-60-7042+008608658708758808608658708758800102030405060700-10-20-30-40-50-60-7042+108608658708758808608658708758800102030405060700-10-20-30-40-50-60-7042+258608658708758808608658708758800102030405060700-10-20-30-40-50-60-70R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R15.67'871.22R24.00'871.88R24.00'871.88L15.67'871.22L26.09'872.10L26.09'872.102.0%8.0%8.0%2.0%8.4%8.4%R15.67'871.48R24.00'872.17R24.00'872.17L15.67'871.48L26.14'872.22L26.14'872.222.0%8.4%8.4%2.0%7.1%7.1%R15.67'871.81R24.00'872.32R24.00'872.32L15.67'871.81L26.20'872.24L26.20'872.242.0%6.2%6.2%2.0%4.1%4.1%R15.67' 872.14 R24.00' 872.68 R24.00' 872.68 L15.67' 871.72 L35.43' 872.73 L35.43' 872.73 2.0%6.5%6.5%2.0%2.8%5.9%5.9%R15.67' 872.20 R24.00' 872.72 R24.00' 872.72 L15.67' 871.79 L35.46' 872.49 L35.46' 872.49 2.0%6.2%6.2%2.0%2.8%3.8%3.8%R15.67' 872.30 R24.00' 872.78 R24.00' 872.78 L15.67' 871.89 L35.51' 872.52 L35.51' 872.52 2.0%5.7%5.7%2.0%2.8%3.3%3.3%Ex.℄871.4P.℄871.08 Ex.℄871.6P.℄871.34 Ex.℄871.9P.℄871.67 Ex.℄872.2 P.℄872.00 Ex.℄872.3 P.℄872.06 Ex.℄872.3 P.℄872.16 LINDSAY STREET40+65 - 42+25X17Save: 1/10/2024 8:23 AM sprall Plot: 2/26/2024 12:55 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618X02_Lindsay.dwg 103Sheet No.OfSheetsCITY PROJECT NO. 23-02S.A.P. 128-408-002 (ZANE AVE.)514 42+508608658708758808608658708758800102030405060700-10-20-30-40-50-60-7043+008608658708758808608658708758800102030405060700-10-20-30-40-50-60-7042+588608658708758808608658708758800102030405060700-10-20-30-40-50-60-7042+858608658708758808608658708758800102030405060700-10-20-30-40-50-60-7043+108608658708758808608658708758800102030405060700-10-20-30-40-50-60-7043+358608658708758808608658708758800102030405060700-10-20-30-40-50-60-70R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R15.67'872.47 R33.03' 873.11 R33.03' 873.11 L15.67'872.47L26.31'872.86L26.31'872.862.0%3.7%3.7%2.0%3.7%3.7%L15.67'872.52R15.67'872.11L15.67'872.52L26.31'872.91L26.31'872.91R15.67'872.11 R34.68' 872.85 R34.68' 872.852.0%2.0%3.6%3.6%6.8%2.9%2.9%R15.67'872.28 R34.68' 873.26 R34.68' 873.26 L15.67'872.70L26.29'872.77L26.29'872.772.0%6.8%4.6%4.6%2.0%0.6%0.6%R15.67' 872.80 R34.68' 873.46 R34.68' 873.46 L15.67' 872.80 L26.29' 872.66 L26.29' 872.66 2.0%3.4%3.4%2.0%1.3%1.3%R15.67' 872.45 R34.68' 873.09 R34.68' 873.09 L15.67' 872.87 L26.28' 872.95 L26.28' 872.95 2.0%6.8%2.1%2.1%2.0%0.8%0.8%R15.67' 872.62 R34.68' 873.31 R34.68' 873.31 L15.67' 873.03 L26.26' 873.59 L26.26' 873.59 2.0%6.8%2.5%2.5%2.0%5.2%5.2%Ex.℄872.5P.℄872.33 Ex.℄872.5P.℄872.38 Ex.℄872.7P.℄872.56 Ex.℄872.7 P.℄872.66 Ex.℄872.8 P.℄872.73 Ex.℄872.9 P.℄872.89 LINDSAY STREET42+50 - 43+35X18Save: 1/10/2024 8:23 AM sprall Plot: 2/26/2024 12:56 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618X02_Lindsay.dwg 103Sheet No.OfSheetsCITY PROJECT NO. 23-02S.A.P. 128-408-002 (ZANE AVE.)515 43+508608658708758808608658708758800102030405060700-10-20-30-40-50-60-7044+008608658708758808608658708758800102030405060700-10-20-30-40-50-60-7044+508608658708758808608658708758800102030405060700-10-20-30-40-50-60-7045+008608658708758808608658708758800102030405060700-10-20-30-40-50-60-7044+848608658708758808608658708758800102030405060700-10-20-30-40-50-60-7044+908608658708758808608658708758800102030405060700-10-20-30-40-50-60-70R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R15.67'873.13 R28.69' 873.87 R28.69' 873.87 L15.67'873.13L26.26'873.66L26.26'873.662.0%5.7%5.7%2.0%5.0%5.0%R15.67'873.46R24.00'874.12R24.00'874.12L15.67'873.46L26.23'873.64L26.23'873.642.0%7.9%7.9%2.0%1.7%1.7%R15.67'873.80R24.00'874.30R24.00'874.30L15.67'873.80L26.20'873.97L26.20'873.972.0%6.0%6.0%2.0%1.7%1.7%R15.67' 873.60 L15.67' 874.02 L15.67' 874.02 L26.18' 874.14 L26.18' 874.14 R15.67' 873.60 R36.35' 874.75 R36.35' 874.752.0%2.0%1.1%1.1%10.8%3.8%3.8%R15.67' 873.64 R36.93' 874.75 R36.93' 874.75 L15.67' 874.06 L26.18' 874.17 L26.18' 874.17 2.0%10.8%3.5%3.5%2.0%1.0%1.0%R15.67' 873.71 R36.93' 874.78 R36.93' 874.78 L15.67' 874.13 L26.17' 874.32 L26.17' 874.32 2.0%10.8%3.3%3.3%2.0%1.8%1.8%Ex.℄873.0P.℄872.99 Ex.℄873.3P.℄873.32 Ex.℄873.6P.℄873.66 Ex.℄873.8 P.℄873.88 Ex.℄873.9 P.℄873.92 Ex.℄874.0 P.℄873.99 LINDSAY STREET43+50 - 45+00X19Save: 1/10/2024 8:23 AM sprall Plot: 2/26/2024 12:56 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618X02_Lindsay.dwg 103Sheet No.OfSheetsCITY PROJECT NO. 23-02S.A.P. 128-408-002 (ZANE AVE.)516 45+508658708758808858658708758808850102030405060700-10-20-30-40-50-60-7046+008658708758808858658708758808850102030405060700-10-20-30-40-50-60-7045+548608658708758808608658708758800102030405060700-10-20-30-40-50-60-7045+698658708758808858658708758808850102030405060700-10-20-30-40-50-60-7045+938658708758808858658708758808850102030405060700-10-20-30-40-50-60-7046+138658708758808858658708758808850102030405060700-10-20-30-40-50-60-70R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W L13.67'874.50L26.14'874.71L26.14'874.71R13.67'874.50R24.00'874.83R24.00'874.832.0%1.7%1.7%2.0%3.2%3.2%R13.67'874.53L13.67'874.11R24.00'874.86R24.00'874.86R13.67'874.53L13.67'874.11L26.14'874.41L26.14'874.412.0%2.0%3.2%3.2%2.8%2.1%2.1%R13.67'874.62L13.67'874.21L13.67'874.21L26.13'874.43L26.13'874.43R13.67'874.62R24.00'874.96R24.00'874.962.0%2.0%2.8%1.1%1.1%3.3%3.3%L13.67' 874.80 L26.12' 875.09 L26.12' 875.09 R13.67' 874.38 R24.00' 874.96 R24.00' 874.962.0%2.3%2.3%2.0%6.8%4.4%4.4%L13.67' 874.86 L26.11' 875.18 L26.11' 875.18 R13.67' 874.44 R24.00' 875.06 R24.00' 875.062.0%2.6%2.6%2.0%6.8%5.2%5.2%L13.67' 874.98 L26.10' 875.31 L26.10' 875.31 R13.67' 874.56 R24.00' 875.23 R24.00' 875.232.0%2.7%2.7%2.0%6.8%6.3%6.3%Ex.℄874.2P.℄874.32 Ex.℄874.3P.℄874.35 Ex.℄874.4P.℄874.44 Ex.℄874.6 P.℄874.62 Ex.℄874.7 P.℄874.68 Ex.℄874.8 P.℄874.80 LINDSAY STREET45+50 - 46+13X20Save: 1/10/2024 8:23 AM sprall Plot: 2/26/2024 12:56 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618X02_Lindsay.dwg 103Sheet No.OfSheetsCITY PROJECT NO. 23-02S.A.P. 128-408-002 (ZANE AVE.)517 46+508658708758808858658708758808850102030405060700-10-20-30-40-50-60-7047+008658708758808858658708758808850102030405060700-10-20-30-40-50-60-7047+508658708758808858658708758808850102030405060700-10-20-30-40-50-60-7048+008658708758808858658708758808850102030405060700-10-20-30-40-50-60-7047+158658708758808858658708758808850102030405060700-10-20-30-40-50-60-7047+338658708758808858658708758808850102030405060700-10-20-30-40-50-60-70R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W L13.67'875.36L26.08'875.60L26.08'875.60R13.67'875.36R24.00'875.61R24.00'875.612.0%1.9%1.9%2.0%2.5%2.5%L13.67'875.94L26.05'876.52L26.05'876.52R13.67'875.94R24.00'876.23R24.00'876.232.0%4.6%4.6%2.0%2.8%2.8%L13.67'875.70L26.04'876.39L26.04'876.39R13.67'875.70R24.00'876.15R24.00'876.152.0%6.8%4.8%4.8%2.0%6.8%2.0%2.0%R13.67' 875.91 L13.67' 875.91 R13.67' 875.91 L13.67' 875.91 R24.00' 876.42 R24.00' 876.42 L26.03' 876.75 L26.03' 876.75 2.0%2.0%6.8%6.8%3.1%3.1%6.7%6.7%L13.67' 876.53 L26.02' 876.81 L26.02' 876.81 R13.67' 876.53 R24.00' 876.73 R24.00' 876.732.0%2.3%2.3%2.0%1.9%1.9%L13.67' 877.12 L26.00' 877.56 L26.00' 877.56 R13.67' 877.12 R24.00' 877.18 R24.00' 877.182.0%3.6%3.6%2.0%0.5%0.5%Ex.℄875.2P.℄875.18 Ex.℄875.7P.℄875.76 Ex.℄875.9P.℄875.94 Ex.℄876.1 P.℄876.15 Ex.℄876.4 P.℄876.35 Ex.℄877.0 P.℄876.94 LINDSAY STREET46+50 - 48+00X21Save: 1/10/2024 8:23 AM sprall Plot: 2/26/2024 12:56 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618X02_Lindsay.dwg 103Sheet No.OfSheetsCITY PROJECT NO. 23-02S.A.P. 128-408-002 (ZANE AVE.)518 48+508658708758808858658708758808850102030405060700-10-20-30-40-50-60-7048+198658708758808858658708758808850102030405060700-10-20-30-40-50-60-7048+358658708758808858658708758808850102030405060700-10-20-30-40-50-60-7048+658658708758808858658708758808850102030405060700-10-20-30-40-50-60-7048+758658708758808858658708758808850102030405060700-10-20-30-40-50-60-7048+858658708758808858658708758808850102030405060700-10-20-30-40-50-60-70R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W L13.67'876.93L26.00'877.67L26.00'877.67R13.67'877.34R24.00'877.95R24.00'877.952.0%6.8%5.6%5.6%2.0%5.8%5.8%L13.67'877.11L26.00'877.84L26.00'877.84R13.67'877.53R24.00'877.99R24.00'877.992.0%6.8%5.3%5.3%2.0%4.4%4.4%L13.67'877.71L26.00'878.46L26.00'878.46R13.67'877.71R24.00'878.11R24.00'878.112.0%6.1%6.1%2.0%3.9%3.9%L13.67' 877.88 L26.00' 878.77 L26.00' 878.77 R13.67' 877.47 R24.00' 878.36 R24.00' 878.362.0%7.2%7.2%2.0%6.8%10.4%10.4%L13.67' 877.58 L26.00' 878.44 L26.00' 878.44 R13.67' 877.58 R24.00' 878.33 R24.00' 878.332.0%6.8%7.1%7.1%2.0%6.8%7.6%7.6%L13.67' 877.70 L26.00' 878.59 L26.00' 878.59 R13.67' 878.12 R24.00' 878.48 R24.00' 878.482.0%6.8%7.5%7.5%2.0%3.5%3.5%Ex.℄877.2P.℄877.16 Ex.℄877.4P.℄877.35 Ex.℄877.6P.℄877.53 Ex.℄877.8 P.℄877.70 Ex.℄877.9 P.℄877.82 Ex.℄878.0 P.℄877.94 LINDSAY STREET48+19 - 48+85X22Save: 1/10/2024 8:23 AM sprall Plot: 2/26/2024 12:56 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618X02_Lindsay.dwg 103Sheet No.OfSheetsCITY PROJECT NO. 23-02S.A.P. 128-408-002 (ZANE AVE.)519 49+008658708758808858658708758808850102030405060700-10-20-30-40-50-60-7049+508658708758808858658708758808850102030405060700-10-20-30-40-50-60-7049+358658708758808858658708758808850102030405060700-10-20-30-40-50-60-7049+458658708758808858658708758808850102030405060700-10-20-30-40-50-60-7049+708658708758808858658708758808850102030405060700-10-20-30-40-50-60-7049+838658708758808858658708758808850102030405060700-10-20-30-40-50-60-70R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W L13.67'878.30L26.00'879.16L26.00'879.16R13.67'878.30R24.00'878.67R24.00'878.672.0%7.0%7.0%2.0%3.6%3.6%L13.67'878.71L26.00'879.25L26.00'879.25R13.67'878.29R24.00'879.00R24.00'879.002.0%4.4%4.4%2.0%6.8%6.9%6.9%L13.67'878.82L26.00'879.56L26.00'879.56R13.67'878.41R24.00'879.12R24.00'879.122.0%5.9%5.9%2.0%6.8%6.9%6.9%L13.67' 878.88 L26.00' 879.51 L26.00' 879.51 R13.67' 878.47 R24.00' 879.22 R24.00' 879.222.0%5.1%5.1%2.0%6.8%7.8%7.8%L13.67' 878.70 L26.00' 879.47 L26.00' 879.47 R13.67' 879.12 R24.00' 879.47 R24.00' 879.472.0%6.8%5.8%5.8%2.0%3.4%3.4%R13.67' 879.27 L13.66' 878.85 R13.70' 879.27 R24.03' 879.58 R24.03' 879.58 R24.01' 879.58 R24.01' 879.58 R13.67' 879.27 L13.66' 878.85 L25.99' 879.52 L25.99' 879.52 2.0%2.0%3.0%3.0%3.0%3.0%6.8%4.5%4.5%Ex.℄878.2P.℄878.12 Ex.℄878.7P.℄878.53 Ex.℄878.8P.℄878.64 Ex.℄878.8 P.℄878.70 Ex.℄879.1 P.℄878.94 Ex.℄879.3 P.℄879.09 LINDSAY STREET49+00 - 49+83X23Save: 1/10/2024 8:23 AM sprall Plot: 2/26/2024 12:57 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618X02_Lindsay.dwg 103Sheet No.OfSheetsCITY PROJECT NO. 23-02S.A.P. 128-408-002 (ZANE AVE.)520 50+008708758808858908708758808858900102030405060700-10-20-30-40-50-60-7050+508708758808858908708758808858900102030405060700-10-20-30-40-50-60-7051+008708758808858908708758808858900102030405060700-10-20-30-40-50-60-7051+178708758808858908708758808858900102030405060700-10-20-30-40-50-60-7051+278708758808858908708758808858900102030405060700-10-20-30-40-50-60-7051+488708758808858908708758808858900102030405060700-10-20-30-40-50-60-70R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W L13.67'879.47L26.00'880.25L26.00'880.25R13.67'879.47R24.00'879.83R24.00'879.832.0%6.4%6.4%2.0%3.5%3.5%L13.67'880.06L26.00'880.75L26.00'880.75R13.67'880.06R24.00'880.24R24.00'880.242.0%5.6%5.6%2.0%1.8%1.8%L13.67'880.66L24.10'881.25L24.10'881.25R13.67'880.66 R27.80' 880.62 R27.80' 880.622.0%5.7%5.7%2.0%0.3%0.3%R13.65' 880.47 L13.68' 880.89 L21.25' 881.43 L21.25' 881.43 L13.68' 880.89 R13.65' 880.47 R39.85' 881.05 R39.85' 881.052.0%2.0%7.2%7.2%2.8%2.1%2.1%R13.65' 880.61 L13.68' 881.03 L20.39' 881.65 L20.39' 881.65 L13.68' 881.03 R13.65' 880.61 R33.70' 881.04 R33.70' 881.042.0%2.0%9.3%9.3%2.8%1.9%1.9%R13.66' 880.92 L13.67' 881.34 L20.90' 881.79 L20.90' 881.79 L13.67' 881.34 R13.66' 880.92 R34.64' 881.38 R34.64' 881.382.0%2.0%6.2%6.2%2.8%2.0%2.0%Ex.℄879.5P.℄879.29 Ex.℄880.1P.℄879.88 Ex.℄880.6P.℄880.48 Ex.℄880.9 P.℄880.71 Ex.℄881.0 P.℄880.85 Ex.℄881.4 P.℄881.16 LINDSAY STREET50+00 - 51+48X24Save: 1/10/2024 8:23 AM sprall Plot: 2/26/2024 12:57 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618X02_Lindsay.dwg 103Sheet No.OfSheetsCITY PROJECT NO. 23-02S.A.P. 128-408-002 (ZANE AVE.)521 51+508708758808858908708758808858900102030405060700-10-20-30-40-50-60-7052+008708758808858908708758808858900102030405060700-10-20-30-40-50-60-7051+588708758808858908708758808858900102030405060700-10-20-30-40-50-60-7051+748708758808858908708758808858900102030405060700-10-20-30-40-50-60-7051+938708758808858908708758808858900102030405060700-10-20-30-40-50-60-7052+248708758808858908708758808858900102030405060700-10-20-30-40-50-60-70R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W L13.67'881.37L21.11'881.79L21.11'881.79R13.67'880.95 R33.68' 881.38 R33.68' 881.382.0%5.7%5.7%2.0%2.8%1.9%1.9%R13.65'881.08L13.68'881.50L22.28'881.73L22.28'881.73L13.68'881.50R13.65'881.08 R30.36' 881.43 R30.36' 881.432.0%2.0%2.7%2.7%2.8%1.8%1.8%L13.67'881.34L24.94'881.95L24.94'881.95R13.67'881.76R25.63'882.13R25.63'882.132.0%2.8%7.5%7.5%2.0%3.0%3.0%R13.67' 882.09 L13.67' 881.67 L13.67' 881.67 L26.00' 882.10 L26.00' 882.10 R13.67' 882.09 R24.00' 882.27 R24.00' 882.272.0%2.0%2.8%3.9%3.9%1.8%1.8%L13.67' 882.21 L26.00' 883.19 L26.00' 883.19 R13.67' 882.21 R24.00' 882.31 R24.00' 882.312.0%7.9%7.9%2.0%1.0%1.0%R13.67' 882.21 L13.67' 882.63 R13.67' 882.63 R24.00' 882.70 R24.00' 882.70 L26.00' 884.20 L26.00' 884.20 L13.67' 882.63 R13.67' 882.21 R24.00' 882.70 R24.00' 882.702.0%2.0%0.7%0.7%12.7%12.7%2.8%6.5%6.5%Ex.℄881.4P.℄881.19 Ex.℄881.5P.℄881.32 Ex.℄881.8P.℄881.58 Ex.℄882.1 P.℄881.91 Ex.℄882.2 P.℄882.03 Ex.℄882.6 P.℄882.45 LINDSAY STREET51+50 - 52+24X25Save: 1/10/2024 8:23 AM sprall Plot: 2/26/2024 12:57 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618X02_Lindsay.dwg 103Sheet No.OfSheetsCITY PROJECT NO. 23-02S.A.P. 128-408-002 (ZANE AVE.)522 52+508708758808858908708758808858900102030405060700-10-20-30-40-50-60-7052+388708758808858908708758808858900102030405060700-10-20-30-40-50-60-7052+698708758808858908708758808858900102030405060700-10-20-30-40-50-60-7052+798708758808858908708758808858900102030405060700-10-20-30-40-50-60-7052+828708758808858908708758808858900102030405060700-10-20-30-40-50-60-7052+928708758808858908708758808858900102030405060700-10-20-30-40-50-60-70R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R13.67'882.45L13.67'882.87R13.67'882.87R24.00'882.98R24.00'882.98L26.00'884.55L26.00'884.55L13.67'882.87R13.67'882.45R24.00'882.89R24.00'882.892.0%2.0%1.1%1.1%13.6%13.6%2.8%5.6%5.6%L13.67'883.08L26.00'884.85L26.00'884.85R13.67'883.08R24.00'883.27R24.00'883.272.0%14.4%14.4%2.0%1.8%1.8%R13.67'882.99L13.67'883.41L26.00'885.56L26.00'885.56L13.67'883.41R13.67'882.99R24.00'883.49R24.00'883.492.0%2.0%17.4%17.4%2.8%6.7%6.7%L13.67' 883.16 R13.67' 883.16 R13.67' 883.16 L13.67' 883.16 R24.00' 883.60 R24.00' 883.60 L26.00' 883.85 L26.00' 883.85 2.0%2.0%2.8%6.8%5.7%5.7%4.8%4.8%L13.67' 883.21 R13.67' 883.21 R13.67' 883.21 L13.67' 883.21 R24.00' 883.66 R24.00' 883.66 L26.00' 883.92 L26.00' 883.92 2.0%2.0%2.8%6.8%5.6%5.6%5.0%5.0%R13.67' 883.80 L13.67' 883.39 R13.67' 883.80 R24.00' 884.04 R24.00' 884.04 L13.67' 883.39 L26.00' 884.13 L26.00' 884.13 2.0%2.0%2.2%2.2%6.8%5.5%5.5%Ex.℄882.9P.℄882.69 Ex.℄883.1P.℄882.90 Ex.℄883.5P.℄883.23 Ex.℄883.7 P.℄883.40 Ex.℄883.7 P.℄883.45 Ex.℄883.9 P.℄883.62 LINDSAY STREET52+38 - 52+92X26Save: 1/10/2024 8:23 AM sprall Plot: 2/26/2024 12:57 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618X02_Lindsay.dwg 103Sheet No.OfSheetsCITY PROJECT NO. 23-02S.A.P. 128-408-002 (ZANE AVE.)523 53+008708758808858908708758808858900102030405060700-10-20-30-40-50-60-7053+508758808858908958758808858908950102030405060700-10-20-30-40-50-60-7053+048708758808858908708758808858900102030405060700-10-20-30-40-50-60-7053+178708758808858908708758808858900102030405060700-10-20-30-40-50-60-7053+848758808858908958758808858908950102030405060700-10-20-30-40-50-60-70R/W R/W R/W R/W R/W R/W R/W R/W L13.67'883.94L26.00'884.23L26.00'884.23R13.67'883.94R24.00'884.30R24.00'884.302.0%2.4%2.4%2.0%3.4%3.4%R13.67'884.01L13.67'883.59R13.67'884.01R24.00'884.59R24.00'884.59R24.00'884.50R24.00'884.50R13.67'884.01L13.67'883.59L26.00'884.36L26.00'884.362.0%2.0%5.6%5.6%4.7%4.7%6.8%5.8%5.8%R13.67'884.23L13.67'883.81R13.67'884.23R24.00'885.34R24.00'885.34R24.00'885.26R24.00'885.26R13.67'884.23L13.67'883.81L26.00'884.49L26.00'884.492.0%2.0%10.8%10.8%10.0%10.0%6.8%4.6%4.6%L13.67' 884.68 L26.00' 886.99 L26.00' 886.99 R13.67' 884.68 R24.00' 885.85 R24.00' 885.852.0%18.8%18.8%2.0%11.4%11.4%Ex.℄884.0P.℄883.76 Ex.℄884.1P.℄883.83 Ex.℄884.3P.℄884.05 Ex.℄884.7 P.℄884.50 R13.66' 885.00 L13.67' 885.00 R13.66' 885.00 R28.17' 885.83 R28.17' 885.83 L23.28' 885.69 L23.28' 885.69 L13.67' 885.00 2.0%2.0%5.7%5.7%7.2%7.2%R/W Ex.℄884.9 P.℄871.08 LINDSAY STREET53+00 - 53+84X27Save: 1/10/2024 8:23 AM sprall Plot: 2/26/2024 12:57 PM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618X02_Lindsay.dwg 103Sheet No.OfSheetsCITY PROJECT NO. 23-02S.A.P. 128-408-002 (ZANE AVE.)524 RESOLUTION NO. 24-022 A RESOLUTION ACCEPTING FEASIBILITY STUDY AND ORDERING CONSTRUCTION OF CERTAIN PROPOSED PUBLIC IMPROVEMENTS ON PROJECT NO. 24-02: ZANE AVENUE AND LINDSAY STREET RECONSTRUCTION WHEREAS, pursuant to Resolution of the City Council No. 21-76 adopted October 5, 2021 a report has been prepared by Short Elliott Hendrickson, Inc. (the “Feasibility Study”) with reference to proposed Improvement No. 24-02, the improvement of the following streets: All properties in the NW ¼, and N ½ of the SW ¼, of Section 33, Township 118 North, Range 21 West of the 5th Principal Meridian; within the City of Golden Valley, Hennepin County, Minnesota, that are adjacent to the following streets: Zane Avenue North: Olson Memorial Highway Frontage Road North to Golden Valley Road Lindsay Street: Zane Avenue North to Lilac Drive 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 WHEREAS, a public hearing was held on Improvement No. 24-02 on this day March 6, 2024 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. 525 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 April 4, 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 May 7, 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 $10,050,000. Passed by the City Council of the City of Golden Valley, Minnesota this 6th day of March, 2024. ____________________________ Roslyn Harmon, Mayor Attested: ____________________ Theresa Schyma, City Clerk 526 EXECUTIVE SUMMARY Administrative Services 763-512-2345 / 763-512-2344 (fax) Golden Valley City Council Meeting March 6, 2024 Agenda Item 4B. Adopt Resolution No. 24-023 Confirming Assessment for Levy 25043 to Approve the Special Assessments for the 2024 Pavement Management Project Prepared By Kyle Sawyer, Interim Finance Director Summary The following resolution requires approval for the certification of special assessments for the 2024 Pavement Management Project area. All Pavement Management Projects are financed by selling General Obligation Bonds for the construction of the street portion of the project. Those bonds need to be financed by a minimum of 20% from special assessments. The remaining costs are funded by bond sales that are paid back through a City tax levy. The following meetings were held on the 2024 Pavement Management Program: May 17, 2023 - 1st Open House October 18, 2023 - 2nd Open House December 19, 2023 - Public Hearing - Proposed Improvements January 30, 2024 - Project Bid Opening March 6, 2024 - Public Hearing - Proposed Assessments March 6, 2024 - Award Contract May 2024 - Begin Construction A legal notice was published February 15, 2024. On February 20, 2024, all property owners were mailed a hearing notice of the assessment. Property owners will have until November 7, 2024, to make payment with no interest. After that date the amount will be certified and paid with property taxes at a 5.2% interest rate The 2024 Pavement Management Program includes various improvements for streets in the following locations: All properties in the SE 1/4 of the NE 1/4 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 527 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 Properties in the SW 1/4 of the NE 1/4 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 1/4 of the SE 1/4 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 Financial or Budget Considerations In 2024, the bond issuance size is $3,710,000 for the street portion of the 2024 Pavement Management Program. Set Sale for the Bonds was approved at the February 20, 2024 meeting with the final terms to be approved by Council on March 19, 2024. This project was included in the 2024- 2033 Capital Improvement Program (CIP) (S-001) for $5,500,000. Legal Considerations The City's external legal group--Kennedy and Graven along with the City Attorney have reviewed this item. Equity Considerations The purpose of the Pavement Management Program is to provide high quality, cost effective streets in Golden Valley. Full street reconstruction has occurred in nearly every neighborhood since 1995, and by the end of 2024, all neighborhoods will have been fully reconstructed. Recommended Action Motion to adopt Resolution No. 24-023 confirming assessment for levy 25043 to approve special assessments for the 2024 Pavement Management Project. Supporting Documents Project Location Map 2024 PMP List of Addresses Resolution No. 24-023 - Confirming Assessment for Levy 25043 528 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 529 RESIDENTIAL ASSESSMENT RATE= $9,834.00 NO. OF PROPERTIES 91 PID HOUSE NO. STREET PROPERTY OWNERS FRONTAGE LEVIED TOTAL 3011821140014 8000 Duluth St B R WEAVER & M C O'BRIEN 233.24 $9,834 $9,834 3011821410026 8001 Duluth St ANDREW WERNER 127.34 $4,917 $4,917 3011821140013 8070 Duluth St W A DANDO & C L DANDO 100 $9,834 $9,834 3011821410064 8091 Duluth St NATHAN REITSMA 100.59 $9,834 $9,834 3011821140012 8100 Duluth St TRUDY LANA LERNER 100 $9,834 $9,834 3011821410063 8101 Duluth St J GRZESIAK & M H GRZESIAK 100 $9,834 $9,834 3011821140011 8130 Duluth St NILS E & KAYLA R JOHNSON 100 $9,834 $9,834 3011821410062 8131 Duluth St J G PREVOST & M J PREVOST 100 $9,834 $9,834 3011821140010 8160 Duluth St D T HEIGL & A M DISCHINGER 100 $9,834 $9,834 3011821410061 8161 Duluth St R A DUNKLEY & A KUENG 100 $9,834 $9,834 3011821140009 8190 Duluth St BRET FIERCE 100 $9,834 $9,834 3011821410060 8191 Duluth St MICHAEL N VINH 100 $9,834 $9,834 3011821410059 8201 Duluth St JOSHUA HANSON/MARTHA HANSON 100 $9,834 $9,834 3011821140041 8204 Duluth St CLAIRE SHEA & USMAN HUSSAIN 93.96 $9,834 $9,834 3011821140040 8216 Duluth St S PEDERSEN & N KRISTIN 100 $9,834 $9,834 3011821410058 8231 Duluth St JONATHAN SCHOESSOW 152.1 $4,917 $4,917 3011821130068 8340 Duluth St J I WILSON & D M WILSON TRS 100.66 $4,917 $4,917 3011821140035 2000 Orkla Dr LEAH FANNING & RYAN BRUNT 256.52 $9,834 $9,834 3011821140027 2001 Orkla Dr SUSAN A BETH ET AL 235.4 $9,834 $9,834 3011821140028 2020 Orkla Dr JUDITH H HOOVER 255.51 $9,834 $9,834 3011821140026 2021 Orkla Dr ANDREA GALL 104 $9,834 $9,834 3011821140025 2041 Orkla Dr JK1 HOLDINGS LLC 104 $9,834 $9,834 3011821140083 2125 Orkla Dr S V MADSON & D S YAHLE 99.88 $9,834 $9,834 3011821140092 2140 Orkla Dr E JOHNSON & J ERICKSON 100.7 $9,834 $9,834 3011821140084 2145 Orkla Dr BRETT S BONIN 100.72 $9,834 $9,834 3011821140091 2150 Orkla Dr JEFFREY & MARIA ANKENY 100.35 $9,834 $9,834 3011821140085 2155 Orkla Dr ANDREW R BERSCHEIT 103 $9,834 $9,834 3011821140090 2200 Orkla Dr PAULINE SIEPKA 100.11 $9,834 $9,834 3011821140086 2205 Orkla Dr DONALD T SPADACCINI ET AL 102.18 $9,834 $9,834 3011821140089 2220 Orkla Dr ANTOINETTE K IHRKE 100.33 $9,834 $9,834 3011821140087 2225 Orkla Dr ROBERT & BARBARA WOLLAK TRST 102.15 $9,834 $9,834 3011821140088 2250 Orkla Dr T R & J H ERICKSON 103.14 $4,917 $4,917 3011821140072 2255 Orkla Dr DAVID KING & EMILY BROWER 127.51 $4,917 $4,917 3011821410017 1890 Valders Ave N PARKS FAMILY TRUST 120.8 $4,917 $4,917 3011821140018 1920 Valders Ave N MELISSA MURPHY & MARK MURPHY 226.77 $9,834 $9,834 3011821140017 1940 Valders Ave N D P MERRILL & M C MERRILL 84.09 $9,834 $9,834 3011821140016 2000 Valders Ave N C J MELIN TRUST ETAL 100 $9,834 $9,834 3011821140015 2020 Valders Ave N SHARON M SOIKE 100.05 $9,834 $9,834 3011821140008 2030 Valders Ave N E I KAUFMAN & A KAUFMAN 96 $9,834 $9,834 3011821140007 2040 Valders Ave N T A RYDBERG & A B RYDBERG 131.93 $9,834 $9,834 3011821140031 2041 Valders Ave N MARK E THORSELL ET AL TRS 256.09 $9,834 $9,834 3011821140055 2050 Valders Ave N BHJN LLC 61.42 $9,834 $9,834 3011821140061 2105 Valders Ave N M D ROBBINS & J A ROBBINS 216.31 $9,834 $9,834 3011821140057 2130 Valders Ave N LAUREN PODRATZ 92 $9,834 $9,834 3011821140060 2135 Valders Ave N JOY ARDELLE GERBER 100 $9,834 $9,834 3011821140058 2140 Valders Ave N ROBERT BRANDT 90.31 $4,917 $4,917 3011821140059 2145 Valders Ave N STACY ELLEN LEVY 103.79 $9,834 $9,834 3011821140047 2200 Valders Ave N M D JORGENSON & M JORGENSON 88.57 $4,917 $4,917 Preliminary Special Assessment Roll CITY OF GOLDEN VALLEY 2024 PAVEMENT MANAGEMENT PROGRAM CITY IMPROVEMENT PROJECT 530 3011821140050 2205 Valders Ave N E G NELSON & K C NELSON 101 $9,834 $9,834 3011821140046 2220 Valders Ave N E M SCALETTA & V A GRUBER TR 92 $9,834 $9,834 3011821140049 2225 Valders Ave N T L STENSON & S D STENSON 100 $9,834 $9,834 3011821140045 2250 Valders Ave N DYLAN M NAUMANN & ABBY METZ 89.62 $4,917 $4,917 3011821140048 2255 Valders Ave N CAMERON BOURDON & MADILYN ORTEGA 98.56 $4,917 $4,917 3011821140032 8000 Westbend Rd R R SMITH & L K SMITH 255.95 $9,834 $9,834 3011821140024 8001 Westbend Rd EMILY BUGGY & LAURA BUGGY 233.59 $9,834 $9,834 3011821140033 8070 Westbend Rd P A TABAKO & G J WINCEK 100 $9,834 $9,834 3011821140023 8071 Westbend Rd C POWERS & J M GILBERT 100 $9,834 $9,834 3011821140034 8100 Westbend Rd ALEX RUST & ERIN RUST 100 $9,834 $9,834 3011821140022 8101 Westbend Rd GREGORY SIPE 100 $9,834 $9,834 3011821140021 8131 Westbend Rd ROBERT & ASHLEY FIROUZI 100 $9,834 $9,834 3011821140020 8161 Westbend Rd T A FOKKEN & C P FOKKEN 100 $9,834 $9,834 3011821140019 8201 Westbend Rd RENE ULRICH 100 $9,834 $9,834 3011821140036 8209 Westbend Rd MICHELLE K FRISTROM REV TR 93.98 $9,834 $9,834 3011821140037 8215 Westbend Rd BEVERLY WOODS SANDBAKEN 100 $9,834 $9,834 3011821410077 1821 Winnetka Ave N DONALD A QUINN JR 135 $9,834 $9,834 3011821140001 1921 Winnetka Ave N S L FILLER & T HOLMLY 135 $9,834 $9,834 3011821140056 8000 Winnetka Heights Dr L I KACHULA & M KACHULA 219.7 $9,834 $9,834 3011821140030 8071 Winnetka Heights Dr TIMOTHY A KUEBELBECK ET AL 100 $9,834 $9,834 3011821140029 8101 Winnetka Heights Dr L M BAKUNIN & N A BAKUNINA 100 $9,834 $9,834 3011821140093 8140 Winnetka Heights Dr A & J ENGLE 232.88 $9,834 $9,834 3011821140039 1900 Wisconsin Ave N SUZANNE R PONTINEN 216.5 $9,834 $9,834 3011821130067 1935 Wisconsin Ave N ELIZABETH HURLEY & K HURLEY 130.55 $4,917 $4,917 3011821140038 1940 Wisconsin Ave N M J SKJERVEM & J M BACHMAN 216.24 $9,834 $9,834 3011821140082 2000 Wisconsin Ave N DAVID J & LISA P LOUIS 236.97 $9,834 $9,834 3011821140071 2005 Wisconsin Ave N M G BRUMBAUGH/G E BRUMBAUGH 229.58 $9,834 $9,834 3011821140081 2020 Wisconsin Ave N MEGAN K HUSKEY 104 $9,834 $9,834 3011821140070 2025 Wisconsin Ave N MARISSA TORRES-BERTRAM ET AL 104 $9,834 $9,834 3011821140080 2040 Wisconsin Ave N C WALZ & N PLOESSL 104 $9,834 $9,834 3011821140069 2045 Wisconsin Ave N L S HENSON & D K UKURA 104 $9,834 $9,834 3011821140079 2120 Wisconsin Ave N D MLEZIVA/M MLEZIVA REV TRST 104 $9,834 $9,834 3011821140068 2125 Wisconsin Ave N AMY ZOOK 104 $9,834 $9,834 3011821140078 2140 Wisconsin Ave N J VENTO & S VENTO 104 $9,834 $9,834 3011821140067 2145 Wisconsin Ave N JAMIE R COCHLAN 104 $9,834 $9,834 3011821140077 2160 Wisconsin Ave N SUZANNE J MILLER 104 $9,834 $9,834 3011821140066 2165 Wisconsin Ave N S K MIN & R KIEKHAFER 104 $9,834 $9,834 3011821140076 2200 Wisconsin Ave N H W REISS & E L REISS 104 $9,834 $9,834 3011821140065 2205 Wisconsin Ave N MARGARET M PETERSON 104 $9,834 $9,834 3011821140075 2220 Wisconsin Ave N D JACOBSON & J JACOBSON 104 $9,834 $9,834 3011821140064 2223 Wisconsin Ave N D L LEMKE & J K LEMKE 102.23 $9,834 $9,834 3011821140074 2250 Wisconsin Ave N L J WOLFSON & D A WOLFSON 131.11 $4,917 $4,917 3011821140063 2255 Wisconsin Ave N PAULA J KAMMAN 129.64 $4,917 $4,917 $830,973.00 $830,973.00 531 RESOLUTION NO. 24-023 RESOLUTION ADOPTING AND CONFIRMING ASSESSMENTS FOR VARIOUS PUBLIC IMPROVEMENTS FOR STREETS IN THE 2024 PAVEMENT MANAGEMENT AREA 1. The amount proper and necessary to be specially assessed at this time for various public improvements: Project Years Interest Rate First Year Levy Total Assessed 2024 Pavement Management Area 10 5.2%2025 $830,973 against every assessable lot, piece, or parcel of land affected thereby has been duly calculated upon the basis of benefits, without regard to cash valuation, in accordance with the provisions of Minnesota Statutes, Chapter 429, and notice has been duly published, as required by law that this Council would meet to hear, consider and pass upon all objections, if any, and said proposed assessment has at all time since its filing been open for public inspection and an opportunity has been given to all interested persons to present their objections if any, to such proposed assessments. 2. This Council, having heard and considered all objections so presented, finds that each of the lots, pieces and parcels of land enumerated in the proposed assessment was and is specially benefited by the construction of said improvement in not less than the amount of the assessment set opposite the description of each such lot, piece, and parcel of land respectively, and such amount so set out is hereby levied against each of the respective lots, pieces and parcels of land therein described. 3. The proposed assessments are hereby adopted and confirmed as the proper assessments for each of said lots, pieces and parcels of land respectively, and the assessment against each parcel, together with interest at the rate of five (5) percent per annum accruing on the full amount thereof unpaid, shall be a lien concurrent with general taxes upon parcel and all thereof. The total amount of each such assessment not prepaid shall be payable in equal annual principal installments extending over a period of years, as indicated in each case. The first of said installments, together with interest on the entire assessment for the period of January 1, 2025 through December 31, 2025, will be payable with general taxes for the year of 2024, collectible in 2025, and one of each of the remaining installments, together with one year’s interest on that and all other unpaid installments, will be paid with general taxes for each consecutive year thereafter until the entire assessment is paid. 4. Prior to certification of the assessment to the County Auditor, the owner of any lot, piece or parcel of land assessed hereby may at any time pay the whole such assessment, with interest to the date of payment, to the City Treasurer, but no interest shall be charged if such payment is made by November 7, 2024. 532 Resolution No. 24-023 - Continued March 6, 2024 5. The City Clerk shall, as soon as may be, prepare and transmit to the County Auditor a certified duplicate of the assessment roll, with each installment and interest on each unpaid assessment set forth separately, to be extended upon the proper tax lists of the County and the County Auditor shall thereafter collect said assessment in the manner provided by law. Adopted by the City Council of Golden Valley, Minnesota this 6th day of March, 2024. _____________________________ Roslyn Harmon, Mayor ATTEST: _____________________________ Theresa Schyma, City Clerk 533 EXECUTIVE SUMMARY Community Development 763-512-2345 / 763-512-2344 (fax) Golden Valley City Council Meeting March 6, 2024 Agenda Item 6A. 2024 Pavement Management Program Project Awards - 1) Award Construction Contract to Northwest Asphalt, Incorporated and 2) Award Contract for Construction Engineering Services to Short Elliott Hendrickson, Incorporated Prepared By RJ Kakach, PE, Assistant City Engineer Summary Award Construction Contract Bids for the 2024 Pavement Management Program (PMP) City Improvement Project No. 24-01 were opened virtually on January 30, 2024. The following bids were received: Contractor Base Bid Alt Bid A Alt Bid B Alt Bid C Northwest Asphalt $4,846,488.14 $202,663.34 $57,519.00 $261,450.00 GMH Asphalt Corporation $4,995,226.45 $203,534.20 $57,788.75 $262,695.00 Valley Paving $5,131,734.82 $206,768.20 $237,882.98 $266,786.08 Park Construction $5,141,008.70 $202,827.47 $57,573.78 $261,703.98 New Look Contracting $5,142,303.25 $215,690.00 $60,797.50 $273,900.00 SR Weidema $5,363,541.76 $197,036.50 $55,879.75 $249,000.00 Ryan Contracting Co. $5,561,506.10 $217,040.00 $68,475.00 $332,000.00 Meyer Contracting $6,010,108.30 $196,941.48 $55,895.58 $256,700.74 Northdale Construction $6,109,175.18 $202,663.34 $57,519.00 $261,450.00 Low Bid Total (Base + Alt A + Alt C): Northwest Asphalt $5,310,601.48 Staff reviewed the bids and found them to be accurate and in order. Staff recommends awarding the Contract to Northwest Asphalt for all work associated with the Base Bid, Alternate Bid A: Sanitary Sewer Main Lining, and Alternate Bid C: Sanitary Sewer Wye Liners. Alternate Bid B: Sanitary Sewer Wye Sealing is not part of the recommended award. Construction Observation and Engineering Services In addition to the construction contract, there are additional contracts associated with the project that Council should be aware of. First, staff has received a proposal from the consulting engineering firm of Short Elliott Hendrickson, Inc. (SEH), dated February 26, 2024 for construction staking and observation for the 2024 PMP. The construction staking includes all survey work during construction, record drawing survey, and drawing preparation following construction. Construction observation for this 534 project will be performed by both City and SEH staff. The proposal includes a not-to-exceed amount of $288,100, a portion of which will be financed from the Street CIP. Secondly, design services for the PMP, which included preparation of the feasibility report, plans, and specifications for the project, were also provided by SEH with a contract total not to exceed $439,900, and approved at the October 4, 2022 City Council meeting. Financial or Budget Considerations The financing for the construction contract is summarized as follows: Funding Category Bid Amount CIP Amount (Number) Street $3,145,060.95 $5,500,000 (S-001) Sewer and Water $1,423,539.93 $2,100,000(W&SS-001) Storm $677,269.81 $1,200,000 (SS-01) Walk $64,730.79 $200,000 (S-053) It is expected that construction will begin as weather permits in April 2024 and be completed in the fall. Legal Considerations The contract with Northwest Asphalt and the professional services agreement with SEH were created from contract templates reviewed and approved by the City Attorney. 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 1. Motion to approve construction agreement with Northwest Asphalt, Incorporated for the 2024 Pavement Management Project #24-01 in the amount of $5,310,601.48. This item requires a majority vote. 2. Motion to approve professional services agreement with Short Elliott Hendrickson, Incorporated for the observation, construction staking, and engineering services on the 2024 PMP, for an amount not to exceed $288,100. This item requires a majority vote. Supporting Documents 2024 PMP Location Map 2024 PMP Contract with Northwest Asphalt 2024 PMP Construction Services Agreement with SEH Inc.pdf 535 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 536 FC - 1 CONTRACT NO. 24-01 AGREEMENT FOR THE 2024 PAVEMENT MANAGEMENT PROJECT NO. 24-01 THIS AGREEMENT (this “Agreement”), entered into the 6th day of March, 2024 between the City of Golden Valley (the “City”), a municipal corporation, existing under the laws of the State of Minnesota, and Northwest Asphalt, Incorporated, a corporation under the laws of Minnesota (“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. 537 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 $5,310,601.48, 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 $5,310,301.48 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 Northwest Asphalt, Incorporated, 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, 538 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 Kirsten Santelices, Acting City Manager CONTRACTOR: NORTHWEST ASPHALT INCORPORATED BY ITS 539 PROFESSIONAL SERVICES AGREEMENT FOR PROVIDING THE PROFESSIONAL ENGINEERING CONSULTING SERVICES FOR THE RECONSTRUCTION OF STREETS AND UTILITIES FOR THE 2024 PAVEMENT MANAGEMENT PROGRAM #24-01 THIS AGREEMENT is made this _____________, 2024 (“Effective Date”) by and between Short Elliott Hendrickson, Incorporated a Minnesota corporation with its principal office at 3535 Vadnais Center Drive, St. Paul, MN 55110-3507 (“Consultant”), 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 professional engineering consulting services. B. The City desires to hire Consultant to provide professional services for the reconstruction of streets and utilities for the 2024 Pavement Management Program. C. Consultant represents that it has the professional expertise and capabilities to provide the City with the requested professional services. D. The City desires to engage Consultant to provide the services described in this Agreement and Consultant 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 Consultant agree as follows: AGREEMENT 1. Services. Consultant agrees to provide the City with professional consulting services as described in the attached Exhibit A (the “Services”) at the locations depicted in the attached Exhibit B. Exhibits A and B 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. Consultant may reasonably rely on information and documents provided by or through the City. 2. Time for Completion. The Services shall be completed on or before December 31, 2024, provided that the parties may extend the stated deadline upon mutual written agreement. This Agreement shall remain in force and effect commencing from the effective date and continuing until the completion of the project, unless terminated by the City or amended pursuant to the Agreement. 3. Consideration. The City shall pay Consultant for the Services on an hourly basis and for necessary out-of-pocket expenses at the rates set forth in Consultant’s fee schedule, attached hereto as Exhibit C. Consultant’s total compensation for the Services, including hourly fees and expenses, shall not exceed $288,100. The consideration shall be for both the Services performed by Consultant and any and all expenses incurred by Consultant in performing the Services. The City shall make progress payments to Consultant on a monthly basis. Consultant shall submit statements to the City containing a detailed list of project labor and hours, rates, titles, and amounts undertaken by Consultant during the relevant billing period. The City shall pay Consultant within thirty (30) days after Consultant’s statements are submitted. 1 540 4. Approvals. Consultant shall secure the City’s written approval before making any expenditures, purchases, or commitments on the City’s behalf beyond those listed in the Services. The City’s approval may be provided via electronic mail. 5. 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; b. Consultant 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 Consultant’s failure to have in force any insurance required by this Agreement. In the event of a termination, the City shall pay Consultant 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 Consultant, 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 Consultant’s breach. 9. Records/Inspection. Pursuant to Minnesota Statutes § 16C.05, subd. 5, Consultant agrees that the books, records, documents, and accounting procedures and practices of Consultant, that are relevant to this Agreement or transaction, are subject to examination by the City and the state auditor or legislative auditor for a minimum of six years. Consultant 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, Consultant, and Consultant's successors or assigns, agree to protect, defend, indemnify, save, and hold harmless the City, its officers, officials, agents, volunteers, and employees from any and all claims; lawsuits; causes of actions of any kind, nature, or character; damages; losses; and costs, disbursements, and expenses of defending the same, including but not limited to reasonable attorneys’ fees, professional services, and other technical, administrative or professional assistance to the extent resulting from Consultant’s (or its subcontractors, agents, volunteers, members, invitees, representatives, or employees) negligent 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 Consultant, or arising out of Consultant’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 of liability to which the City is entitled. The parties agree that these indemnification obligations shall survive the completion or termination of this Agreement. 2 541 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: A. Workers’ Compensation and Employers’ Liability 1. Coverage A: Per state statute 2. Coverage B: $500,000 each accident $500,000 Disease – policy limit $500,000 Disease – each employee B. Commercial General Liability 1. $2,000,000 General Aggregate 2. $2,000,000 Products—Completed Operations Aggregate 3. $1,000,000 Each Occurrence 4. $1,000,000 Personal Injury C. Commercial Automobile Liability 1. $1,000,000 Combined single limit bodily injury and property damage. The Commercial Automobile Liability shall provide coverage for the following automobiles: i. All owned automobiles ii. All non-owned automobiles iii. All hired automobiles D. Umbrella Liability 1. $10,000,000 Each claim 2. $10,000,000 Annual aggregate The umbrella liability shall provide excess limits for the commercial general liability policies. E. Professional and Pollution Incident Liability Professional liability insurance including pollution incident liability coverage with limits of not less than: 1. $5,000,000 per claim 2. $5,000,000 annual aggregate 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. 3 542 12. Assignment. 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 this Agreement without the prior written consent of the other except to the extent that the effect of this limitation may be restricted by law. Any assignment in violation of this provision is null and void. 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. 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. 14. 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. 15. 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 referenced or attached items, the terms of this Agreement shall prevail. If there is any conflict between this Agreement and Exhibits A or B, the terms of this Agreement shall prevail. 16. Third Party Rights. The parties to this Agreement do not intend to confer any rights under this Agreement on any third party. 17. 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 mediated with a mutually acceptable third-party neutral within 90 days of either party giving notice to the other of a dispute, controversy or claim. If such mediation is unsuccessful, the dispute, controversy, or claim shall be heard in the state or federal courts of Hennepin County, Minnesota, and all 4 543 parties to this Agreement waive any objection to the jurisdiction of these courts, whether based on convenience or otherwise. 18. Conflict of Interest. Consultant shall use reasonable care to avoid conflicts of interest and appearances of impropriety in its 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. 19. Work Products and Ownership of Documents. All records, information, materials, and work product, including, but not limited to the completed reports, data collected from or created by the City or the City’s employees or agents, raw market data, survey data, market analysis data, and any other data, work product, or reports prepared or developed in connection with the provision of the Services pursuant to this Agreement shall become the property of the City, but 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 created by Consultant prior to the effective date of this Agreement; however, to the extent Consultant generates reports or recommendations for the City using proprietary processes or formulas, Consultant shall provide the City (1) factual support for such reports and recommendations; (2) a detailed explanation of the method used and data relied upon to arrive at the recommendation; and (3) a detailed explanation of the rationale behind the methodology used. All of the obligations in this paragraph shall survive the completion or termination of this Agreement. Any reuse of the records, information, materials, or work product without written verification or adaptation by Consultant will be at the City’s sole risk and without liability or legal exposure to Consultant. 20. Agreement Not Exclusive. The City retains the right to hire other professional service providers for this or other matters, in the City’s sole discretion. 21. 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. 22. 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 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, reasonable attorneys’ fees and staff time, in any action or proceeding brought 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 5 544 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. 23. Authorized Agents. The City’s authorized agent for purposes of administration of this contract is Jeff Oliver, City Engineer, or designee. Consultant’s authorized agent for purposes of administration of this contract is Scott Haupt, or designee who shall perform or supervise the performance of all Services. 24. 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 Short Elliott Hendrickson, Inc Scott Haupt, PE 3535 Vadnais Center Drive St. Paul, MN 55110 shaupt@sehinc.com City of Golden Valley RJ Kakach 7800 Golden Valley Road Golden Valley, MN 55437 rkakach@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 Consultant’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 Consultant shall pay the actual penalty due to the subcontractor. A subcontractor who prevails in a civil action to collect interest penalties from Consultant 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. 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. 6 545 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 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 Consultant agree that the Recitals are true and correct and are fully incorporated into this Agreement. 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. CITY OF GOLDEN VALLEY: By: Roslyn Harmon, Mayor SHORT ELLIOTT HENDRICKSON, INC; By: Name: Title: By: Kirsten Santelices, Acting City Manager 7 546 EXHIBIT A SCOPE OF SERVICES 8 547 Engineers | Architects | Planners | Scientists Short Elliott Hendrickson Inc., 3535 Vadnais Center Drive, St. Paul, MN 55110-3507 651.490.2000 | 800.325.2055 | 888.908.8166 fax | sehinc.com SEH is 100% employee-owned | Affirmative Action–Equal Opportunity Employer February 26, 2024 RE: City of Golden Valley 2024 Pavement Management Program Construction Services Proposal City Project No. 24-01 SEH No. GOLDV P-171745 14.00 Mr. Jeff Oliver City Engineer City of Golden Valley 7800 Golden Valley Road Golden Valley, MN 55427-4588 Dear Mr. Oliver: Thank you for the opportunity to assist the City of Golden Valley in providing professional engineering services for the reconstruction of streets in the 2024 Pavement Management Program (PMP) project area. Short Elliott Hendrickson (SEH®) has recently completed final design services and the City is requesting a scope of work for construction services. This letter serves as the Scope of Services for the Agreement for Professional Services for the 2024 Pavement Management Program Project between the City of Golden Valley and SEH. BACKGROUND The City of Golden Valley is planning to reconstruct approximately 1.17 miles of residential streets and perform a mill and overlay on an additional 0.06 miles of residential streets in the northwest corner of the City. The project is generally bounded by Wisconsin Avenue North on the west, Winnetka Avenue North (County State Aid Highway (CSAH) 156) on the east, Duluth Street on the south, and 23rd Avenue North on the north. The following streets are included in the project area: · 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 The proposed improvements include water main replacement, sanitary sewer replacement and rehabilitation, storm sewer replacement and rehabilitation. Improvements also include construction of 548 Mr. Jeff Oliver February 26, 2024 Page 2 concrete curb and gutter, concrete sidewalk, and a pedestrian median, pedestrian ramp reconstruction, and street reconstruction. Construction services for the 2024 PMP include construction staking, providing a Resident Project Representative (RPR), and limited construction observation as described below. We understand the City will be providing overall construction administration on this project. SCOPE OF WORK Construction Staking SEH will provide a survey crew to perform construction staking for the proposed improvements within the proposed project area. Staking tasks for this project will include placement of horizontal and vertical control, utility staking for private utilities, water main stakes, sanitary sewer manhole stakes, storm sewer stakes, curb and gutter stakes, blue tops after curb is in place, sidewalk stakes, concrete median and pedestrian ramp stakes, and survey truck/equipment expenses. All survey coordination for construction staking and observation will be between the survey crew chief and the City. Resident Project Representative The Resident Project Representative (RPR) is the Engineer’s agent at the site and will act as directed by and under supervision of the Engineer. The RPR shall serve as the liaison with the contractor, working principally through the contractor’s superintendent. They will assist in helping the contractor understand the intent of the Contract Documents. The field personnel will review the progress schedule, shop drawings, and required submittals, Schedule of Materials Control and consult with the Engineer concerning acceptability. The RPR will be responsible for maintaining job site files, for correspondence, meeting reports, field orders, and supplemental agreements. They will maintain a daily diary and records pertaining to quantities, and will assist City staff with the applications for payment. The RPR will also keep information pertaining to record plans and will assist City staff with scheduling the survey crew based on staking requests from the contractor’s representative. Observation SEH will provide observation services including attendance at the pre-construction meeting and weekly construction meetings, and will perform shop drawing reviews for the proposed improvements. The proposed budget also includes minor technical support for geotechnical issues that may arise. Time has also been included in the proposed budget to assist the City with project closeout activities. Record Plans SEH will furnish the City with AutoCAD files for the City’s use in preparing the record drawings. PROJECT TEAM Scott Haupt and Steve Prall will be available to answer design-related questions and provide coordination with field staff and Scott will provide project management of our contract with the City. They will also be available to review design issues in the field if necessary. Troy Anderson will serve as the RPR and will assist the City with field representation. Brett Larsen will be available to provide geotechnical field support as may be required with the subgrade correction work. Construction staking will be led by one of our survey crew chiefs who has worked on previous Golden Valley PMP projects. SCHEDULE We anticipate construction starting in April and ending in October 2024, however the actual schedule will depend on the Contractor’s schedule and weather. 549 Mr. Jeff Oliver February 26, 2024 Page 3 COMPENSATION SEH proposes to be compensated for the scope of work proposed in the Agreement on an hourly basis. Compensation will be based on the hourly cost of personnel plus reimbursable expenses, including reproductions, mileage, personal vehicle allowance, and equipment. Additional services required beyond the tasks and estimated hours as described can be negotiated or provided as extra work on an hourly basis. We have estimated a not-to-exceed fee of $288,100 for the proposed services. Anticipated tasks, hours and expenses are included in the attached work task breakdown. The City of Golden Valley will be invoiced for actual labor and reimbursable expenses incurred by SEH to complete the work. This agreement is an understanding of the project to date. If this document satisfactorily sets forth your understanding of our agreement, please sign in the space below and email SEH an electronic copy. We look forward to working with the City on the next phase of this project, and appreciate the continued opportunity to work with the City of Golden Valley. Sincerely, SHORT ELLIOTT HENDRICKSON INC. Scott Haupt, PE (Lic. MN, WI) Senior Project Manager sh Enclosure Approved this __________ day of _____________________, 2024 City of Golden Valley, Minnesota By: Title: s:\fj\g\goldv\common\proposals\2024 pmp\construction services\2024 pmp construction services proposal_02.26.2024.docx 550 2024 PMP - Construction ServicesDeliverables:Construction Observation, Construction Staking, Full Time RPR, Record Plan AssistanceProject Manager Geotech Engineer Project Engineer Sr. RPRAdmin Survey Crew1Observation/AdministrationPrepare & distribute Construction Documents22Precon meeting preparation & attendance4282Shop drawing review/coordination2618Project administration/design coordination248166On-site observation/weekly construction meetings14002Construction StakingHorizontal control8Pedestrian ramps & median18Sanitary sewer10Water main24Storm sewer24Curb and gutter38Sidewalk8Data transfer818Blue tops after curb is in place143Record Drawings/Closeout AssistanceRecord plan & closeout assistance41620Total hours 171036848 14468164Project labor cost this phase$275,200Equipment chargesMileage and Expenses$5,400Reproductions$1,000Survey Truck and Equipment$6,500Total project cost this task$288,100Assumptions:1. Survey Crew and RPR based on assumed project schedule (mid April to mid-October).2. Construction services are largely dependant on weather and contractor's schedule. RPR's estimate of hours based on 50 hours per week for 28 weeks.3. The on-site observation/construction meetings task includes time for project closeout activities.4. Materials sampling & testing will performed by others.5. Record plan assistance includes preparing & providing design files to City for their staff's use in preparing Record Plans.6. No record plan survey will be needed.Task2/26/2024 3:29 PMS:\FJ\G\Goldv\Common\proposals\2024 PMP\Construction Services\2024 PMP Construction Services Proposal_02.26.2024.xlsx551 EXHIBIT B LOCATION OF WORK 552 Wynnwood Rd Val CIP Streets 2023, 1.27 miles local dicine Lake Rd County Rd 70 25th Ave N h A 2 2023 PMP Print Date: 8/25/2021 Sources: -Hennepin County Surveyors Office for 0 125 250 500 Feet Property Lines (2020) & Aerial Photography (2018). -City of Golden Valley for all other layers. Jonellen Ln v Xylon Ave N sin Ave N Orkla Dr Bies Dr Valders Ave N Valders Ave N Valders Ave N etka Ave N County Rd 156 I 553 EXHIBIT C FEE SCHEDULE 554 SEH HOURLY BILLABLE RATES - 2023 CLASSIFICATION - OFFICE STAFF BILLABLE RATE (I) Principal $185.00 - $320.00 Project Manager $150.00 - $280.00 Senior Project Specialist $155.00 - $260.00 Project Specialist $110.00 - $205.00 Senior Professional Engineer I $130.00 - $210.00 Senior Professional Engineer II $155.00 - $265.00 Professional Engineer $115.00 - $195.00 Graduate Engineer $95.00 - $160.00 Senior Architect $135.00 - $250.00 Architect $115.00 - $180.00 Graduate Architect $95.00 - $130.00 Senior Landscape Architect $130.00 - $200.00 Landscape Architect $105.00 - $145.00 Graduate Landscape Architect $95.00 - $120.00 Senior Scientist $145.00 - $205.00 Scientist $100.00 - $160.00 Graduate Scientist $90.00 - $125.00 Senior Planner $145.00 - $250.00 Planner $115.00 - $180.00 Graduate Planner $100.00 - $140.00 Senior GIS Analyst $120.00 - $205.00 GISAnalyst $110.00 - $175.00 Project Design Leader $135.00 - $215.00 Lead Technician $120.00 - $200.00 Senior Technician $100.00 - $160.00 Technician $70.00 - $135.00 Graphic Designer $100.00 - $170.00 Administrative Professional $60.00 - $150.00 CLASSIFICATION - FIELD STAFF BILLABLE RATE cu Professional Land Surveyor $125.00 - $190.00 Lead Resident Project Representative $105.00 - $185.00 Senior Project Representative $105.00 - $160.00 Project Representative $85.00 - $145.00 Survey Crew Chief $95.00 - $160.00 Survey Instrument Operator $65.00 - $115.00 (1)The actual rate charged is dependent upon the hourly rate of the employee assigned to the project. The rates shown are subject to change. Effective: January 1, 2023 Expires: December 31, 2023 SEH 'H' ,I 555 SEH SCHEDULE OF EXPENSES - 2023 Vehicle Mileage Rates 2023 IRS Rate ............................................................................................. $0.65/mile Vehicle Allowance Costs Resident Project Representative ....................................................... $16.00/day Survey and Field Vehicle ...............:. $4.90/hour + 2023 IRS mileage rate/mile Survey Equipment Robotic Total Station ...................................................................... $35.00/hour Global Positioning System (GPS) .................................................. $35.00/hour Computer Equipment Computer Charges per Direct Hour of Labor ................................... $5.80/hour Other Equipment Expenses SEH uses many different types of equipment, such as traffic counters; flow meters; air, water, and soil sampling kits; inspection cameras; density meters; and many others. Our equipment is frequently upgraded to utilize current technology. You will be charged for equipment usage per your agreement with SEH. Equipment not included on this list that is needed to complete a specific project will be scoped on a per project basis. IDENTIFIABLE REPRODUCTION AND REPROGRAPHIC COSTS (l) 111111 ' Item Black/White Copy (single-sided, standard white paper) $0.07 $0.24 Large Format $0.95 + $0.50/sq. ft. Per Item Color Copy (single-sided, standard white paper) Mylar $0.46 $1.02 $0.95 + $2.55/sq. ft. $5.00 Laminated Foamcore - up to 30"x42"40.00 -larger than 40"x60"75.00 Binding -wire $3.60 -comb $3.20 Covers -custom $0.15 -standard $0.03 Tabs (white) $0.20 Mailing/Processing UPS or USPS rates (1)SEH assumes that reports will be prepared and delivered electronically. On the occasion where reports or other reprographic services are needed, these reports and reprographic services will be scoped and costed on a per project basis determined by the need of the project and specific service requested. Rates and expenses are subject to change and may not be accompanied by immediate notification. - SEH 556 EXECUTIVE SUMMARY City Administration 763-512-2345 / 763-512-2344 (fax) Golden Valley City Council Meeting March 6, 2024 Agenda Item 6B. Review of Council Calendar Prepared By Theresa Schyma, City Clerk Summary The Council will review upcoming city meetings, events, and holiday closures. Legal Considerations This item does not require legal review. Equity Considerations This item does not require equity review. Recommended Action No action is required on this item. Supporting Documents Review of Council Calendar 557 Review of Council Calendar Event Event Time Location MARCH Sunday, March 10 Winter Market in the Valley (Indoors)10:00 AM – 1:00 PM Brookview Bassett Creek Room Tuesday, March 12 Special HRA Work Session 6:30 PM Hybrid - Council Conference Room Council Work Session 6:30 PM Hybrid - Council Conference Room Tuesday, March 19 HRA Meeting 6:30 PM Hybrid - Council Chambers City Council Meeting 6:30 PM Hybrid - Council Chambers APRIL Tuesday, April 2 Special City Council Meeting (Commissioner Interviews) (tentative)TBD Hybrid - Council Conference Room City Council Meeting 6:30 PM Hybrid - Council Chambers Thursday, April 4 Golden Valley Business Council Meeting 8:00 AM - 9:30 AM Brookview - Valley Room Wednesday, April 10 Special City Council Meeting (Commissioner Interviews) (tentative)TBD Hybrid - Council Conference Room Council Work Session 6:30 PM Hybrid - Council Conference Room Thursday, April 11 Special City Council Meeting TBD Hybrid - Council Conference Room Tuesday, April 16 Special City Council Meeting (Commissioner Interviews) (tentative)TBD Hybrid - Council Conference Room City Council Meeting 6:30 PM Hybrid - Council Conference Room Thursday, April 18 Board/Commission Recognition Dinner (tentative)5:30 PM Brookview Saturday, April 20 Run the Valley 7:45 AM - 10:00 AM Brookview Park 558